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WS-18-937Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Ivo. WS -4-18-937 ■ Permit Type: Windows/Shutters ertI I rk Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number Issue Date: 512412018 I Expiration: 11/20/2018 Applicant 645 NE 92 Street Number: 14-D 1132060430070 Miami Shores, FL Block: Lot: ALBERT MORA Owner Information Address ALBERT MORA 645 NE 92 ST UNIT 14D MIAMI FL 33138-2953 Contractor(s) Phone Cell Phone F&H ESTIMATING INC (786)897-6004 ie of Work: IMPACT WINDOWS 7 WINDOWS of Openings: 7 titional Info: IMPACT WINDOWS 7 WINDOWS ssification: Commercial inning: 3 Fees Due Amount CCF $2.40 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $189.95 Cell Valuation: $3,337.00 Total Sq Feet: 0 Available Insnections: Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-18-67117 05/24/2018 Credit Card $ 139.95 $ 50.00 04/10/2018 Credit Card $ 50.00 $ 0.00 Inspection Type: Window Door Attachment Final Review Building Review Building Review Building Review Building 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, PL BING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I c rti that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F the more, I authorize the aboye-named contractor to do the work stated. Authorized Building [ May 24, 2018 tc:Owner / Applicant / Contractor / Agent artment Copy May 24, 2018 ILDING PERMIT APPLICATION ; BUILDING ❑ ELECTRIC Miami Shores Village RECEIVEV Building Department APR 10 2`0(18 I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 CLI� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201' Master Permit No. N's Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: t9 qs NC City: Miami Shores County:. 6 Miami Dade Zip: Folio/Parcel#: �' 32y(0- N 3 ` W-7 D Is the Building Historically Designated: Yes NO 2!< Occupancy Type: 9" IZ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Na/m' a (Fee Simple Titleholder): 1ky;o 1 mc-�ZA Phone#: S667- 7M 2- 1 1 Co� Address: 6 g S ps' C'9z 7rr City: M1A-y,,n 1 6o 6 State: Zip: Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: �ffcA I 1\I\Ar" t\ , NL Phone#: '7Z -6 Address: �) $ . Gt> (1'1 UC S- City: %1A'hti1 ` State: k2 3:5 :5 -11 'r Qualifier Name: 2 fhti1L Phone#: 2213 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: City: State Value of Work for this Permit: $ �3�`7 Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New PS-Repair/Replace ❑ Demolition Description of Work: aft:! �1 N�1S � 4wour,_ -7 W NN -l -6o S Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $, (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ OqS TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /7 _ I✓ Signature_/ I Signature _ 0 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this /. day f �.f'Pel 20 by /7 L /r who is personally known to me or who has produced _a;�L as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal OgENDF9'�io'''i JP. c$�O9 N2p?mss ' 1°Uai ic. S . s The foregoing instrument was acknowledged before me tfis day of� 20 by L4V wZ is personal) kno me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: \N0qENDeq.'��i''i I� P9'2Q) *' _a 14�6� x APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4/10/2018 Property Search Application - Miami -Dade County P"RTY APPRAISER OFFICE OF THE PRO"' E s� Summary Report Property Information Folio: 11-3206-043-0070 Property Address: 645 NE 92 ST UNIT: 14D Miami Shores, FL 33138-2956 Owner ALBERT MORA Mailing Address 645 NE 92 ST UNIT 14-D MIAMI, FL 33138-2953 PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 795 Sq.Ft Adjusted Area 795 Sq. Ft Lot Size 0 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $110,004 $110,004 $91,670 Assessed Value $49,936 $48,909 $48,570 Benefits Information Previous Price O Book- Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $60,068 $61,095 $43,100 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $0 $0 $0 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORES PLAZA WEST CONDO UNIT 14D -1ST FLOOR BLDG 1 UNDIV .03627% INT IN COMMON ELEMENTS CLERKS FILE 73R-213196 Generated On : 4/10/2018 Taxable Value Information Previous Price O Book- Qualification Description 2017i 20161 2015 County 03/01/1994 $30,000 16272 Exemption Value $25,000 $25,000 $25,000 Taxable Value $24,936 $23,909 $23,570 School Board 09/01/1993 $0 Exemption Value $25,000 $25,000 $25,000 Taxable Value $24,936 $23,909 $23,570 City 00000 Exemption Value $25,000 $25,000 $25,000 Taxable Value $24,936 $23,909 $23,570 Regional Exemption Value $25,000 $25,000 $25,000 Taxable Value _ $24,936 $23,909 $23,570 Sales Information Previous Price O Book- Qualification Description Sale Page 03/01/1994 $30,000 16272 Sales which are qualified 4643 j 16120- Sales which are disqualified as a result of 09/01/1993 $0 2395 examination of the deed 110/01/1973 $23,500 00000- Sales which are qualified 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: 4/10/2018 Detail by Entity Name Dwarrnent of State / Division of Car orations / Search Recorris / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation SHORES PLAZA WEST CONDOMINIUM, INC. Filing Information Document Number 726431 FEI/EIN Number 59-1570223 Date Filed 05/17/1973 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 02/14/2011 Principal Address 637 N.E. 92ND ST 9C MIAMI SHORES, FL 33138 Changed: 03/02/2016 Mailing Address 637 N.E. 92ND ST 9C MIAMI SHORES, FL 33138 Changed: 03/02/2016 Reaistered Aaent Name & Address Gomez, Marco A 637 NE 92nd St 9C Miami, FL 33138 Name Changed: 03/20/2018 Address Changed: 03/20/2018 Officer/Director Detail Name & Address Title Treasurer GOMEZ, MARCO cn� ►i r nn�� n• w_a http://search.sunbiz.org/Inquiry/Corporati onSearch/SearchR esultDetai I?i nqui rytype= Enti tyN am e&di recti onType=Initial &searchN am eOrder= SH OR ESPLAZAW ... 1/3 4/10/2018 coo iN.c. ycnu at. riPt. 9C MIAMI SHORES, FL 33138 Title D VELEZ, CRISTINA 2121 BAYSHORE DR. 1413 MIAMI, FL 33137 Title D FRANCISCO, CAROL 637 N.E. 92 ST 10C MIAMI, FL 33138 Title President Mora, Albert 645 NE 92nd St 14D Miami Shores, FL 33138 Title VP Salmon, Colin 637 NE 92nd St 11C miami, FL 33138 Title Secretary Giusti, Mariella 689 N.E 92nd St. 12G, FL 33138 Annual Reports View image in PDF format Report Year Filed Date 2016 03/02/2016 2017 02/01/2017 2018 03/20/2018 Document Images 03120,'2018 -- ANNUAL RF -.PORT View image in PDF format Q2/0i?2617 — ANNUAL REPORT View image in PDF format 03/02/2016 -- ANNUAL REPORT View image in PDF format _......................................................................................-..................._...., 02/1112015 --ANNUAL REPORT ............................................................................................................................. View image in PDF format J 01;31/2014 -- ANNUAL REPORT View image in PDF format 03129./2013 -- ANNUAL REPORT View image in PDF fonnat 04J12/20'12 -- ANNUAL REPORT View image in PDF format 02/14/2011 -- REINSTATEMENT View image in PDF format Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?i nqui rytype=EntityName&di rectionType= Initial&searchNam eOrder=SH OR ESPLAZAW ... 2/3 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). Acknowledgement: zdaa&A LA-e4A- kqo Qualifier/Owner Signature Date Print Name Shores Plaza West Condo P.O. Box 530428 Miami Shores, Fla. 33153-0428 (305) 692-9054 April 10, 2018 Mr. Albert Mora 645 N.E. 92nd Street, Apt. 14D Miami Shores, Florida 33138 This letter serves as permission from the Shores Plaza West Condominium, Inc. Board of Directors for to install high impact windows at 645 NE 92nd Street #14 apartment. Our condominium Rules and Regulations require such approval. Village of Miami Shores also requires the approval of the condominium, so this letter can be shared with the Village as to their requirements. The Board does require that the installer of said windows be a licensed contractor and that you and the installing company will obtain the necessary building -permits from the Village. It is understood that the contractor is Signature Windows who meets these requirements. In order to make the architectural appearance uniform, we require that the frames be unpainted aluminum and that the pane number and sizes conform to the present use of the other residents. The old frames should be disposed from off condo property by your contractor. The work must be done on weed days between the hours of 8:00 AM to 6:00 PM. Work of this type cannot be don on weekends. Sincerely, Albert Mora, President Shores Plaza West Condominium Association, Inc. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Q1W 41caner State of Florida County of Miami -Dade The foregoing was acknowledge before me this n day of Wl 20 fl( who is personally known to me or has produced 6cation. 0ENDFA O 9E p ?2 ' ®� a �J Date: State of: Country of: M PV- Before Before me this day personally appeared who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Sworn to (or affirmed) and subscribed before me this day of 20_L, By. Personally know OR Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary C,(Itil"iiil JSCsi'S ��Ii3ciGj� DY DATE APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COti1PLIANCE WITH ALL FEDERAL STArr AND COUNTY RULES AND REGULATIONS APR 10 7018 %A *N It �� hvv 50 3at� �v 0000. 0000.. s • 0000.. 0000•. . ��/d 0000 0000 � 0000.. 0000 0000 '0000. .. ... 0000 a • 0000.. • 1 50 3at� �v 0000. 0000.. s • 0000.. 0000•. . i 1 1 February 16, 2018 Mr. Albert Mora r. , Shores Plaza West Condo P.O. Box 530428 Miami Shores, Fla. 33153-0428 (305)692-9054 645 N.E. 92nd Street, Apt. 14D Miami Shores, Florida 33138 Dear Mr. Mora, This letter serves as permission from the Shores Plaza West Condominium, Inc. Board of Directors for you to install high impact windows in your apartment. As you know, our condominium Rules and Regulations require such approval. I believe that Miami Shores Village also requires the approval of the condominium, so this letter can be shared with the Village as to their requirements. The Board does require that the installer of said windows be a licensed contractor and that you and the installing company will obtain the necessarybuilding-Rennits from the Village. We understand that your contractor is Signature Windows who meets these requirements. In order to make the architectural appearance uniform, we require that the frames be unpainted aluminum and that the pane number and sizes conform to the present use of the other residents. The old frames should be disposed from off condo property by your contractor. The work must be done on weed days between the hours of 8:00 AM to 6:00 PM. Work of this type cannot be don on weekends. Sincerely, John S. Kilpatrick, President Shores Plaza West Condominium Association., Inc. . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... • • RAMMS ENGINEERING, INC.NIN 2,100 W't76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE, DESIGN WIND LOADS IN PSF. Kd =.85 FOR 175 MPH WIND ZONE' Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY -2 BLDG' Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 ,, - 60 1.00 0.95 0.92 0.89 1b8--,*- -,0.86 15 40.4 38.5 37.5 36.7 ` !36.1 `- , 35.7 20 42.7 40.8 39.7 38.9 '-,38.3,,,',/ 37.8 25 44.6 42.6 41.5 40.6/'," --'--4:0 01 39.4 30 46.5 44.4 43.2 42.3( x;41.7 41.1 40 49.4 47.2 45.9 44.9 \,- -_./'44.2 43.6 50 51.8 49.4 1 48.1 1 /,47.1 -1--46.4 -53.4 45.7 60 53.7 1 51.2 1 49.8 _ �,48,8B-7 -1,;' 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph.Wind,Zone CATEGORY 2 BLDS3•- Height (Maximum) Effective Wind Area>(or; Tributary Area) in Square rget Goo 10 20 ,,,30,,' ,• : 40 50 ...... 60..:. -1.10 -1.05 , -, `=1.02!'/ -0.99 -0.98 *****e -0.96 • 15 -43.8 -42.0';,` ; ; -40':91'" -40.2 -39.6 •Ju • -39. • • • 20 -46.4 -444 ",-',,--43.'3 -42.5 -41.9 • • • .. -41.4... 25 -48.4 -46.4 -45.2 -44.4 -43.8 o . -43.20 • • 30 -50.5 ",-47.2 -46.3 -45.6; • -45.1 40 -53.6 -51,"4 ,. -50.1 -49.1 -48.4• -47.8"' 50 -56.2 ` -53.,6/ -52.5 -51.5 -50.7 ' • . -50. Joe* 60 1 -5$:2.-., 1_15,5,8 1 -54.4 1 -53.4 1 -52.6 -52.0 c NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. 'Lngth of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, *� but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. Exterior Zones (5 - Walls). Negative Pressures Exposure C _ For the, 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum ` . Effective Wind Area (or, Tributary Area) in Square Feet 10, 20 30 40 50 60 - -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 c ` -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 �, 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 'S0y -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 i� i SIGNATURE IMPACT WINDOWS & DOORS 343 Majorca Ave Unit 410 Coral Gables, Florida 33134 SERVICE CONTRACT This Agreement (the "Agreement") is entered into between ("Client') and SIWD ("Contractor" or "Signature Impact"), effective —/—/ . This Agreement constitutes the full, entire and complete agreement between Client and Signature Impact, is supported by mutual consideration, and is subject to the terms specified below. Scope of Work/Payment Contractor shall provide the services and deliverable(s) as set forth in the Client's Invoice. The fees and/or applicable balances set forth in the corresponding Invoice shall be paid as follows: 1) first payment of 50% of the V total invoice amount to be paid at inception and/or execution of this Service Contract; 2) second payment of 40% to be paid prior delivery of materials and commencement of any work; and 3) third payment of lr? Id be paid contemporaneously with final inspection (in no event to exceed the same calendar cite .0 xhe final ?rispection)• .. • ; • Client hereby agrees to execute and abide by the terms of the S1 WD Finance Addendum,'it applicable. t? flee event that no permit is applicable, then final payment is due once Contractor has unilaterally' &e'arne'd the 'scope of work' * * completed. Client agrees to not withhold payment of the 10%, or any other outstan&irig'amount, due to an;..... maintenance, warranty, final finishes, manufacture service calls, pre-existing code violatioost or arfootiI; issues directly attributable to the product manufacturer or otherwise outside the control of the Tfontractor. In the event*':**. 1`I . ... . .. 0000. that the scope of work is altered, modified, restricted, limited or otherwise prohibitd•by� rater dist for &I issues Oduring the engineering and/or permitting process, Client understands and accepts tha t�l%ee cost for th scope of • V work may be increased and agrees to pay the additional costs.:00:0: • • • . . . 0 0000 000 .. 0000.. A recurring liquidated damages amount and/or fee of $1,000 or 10% of the total conaactce will•be assessed if final payment is not timely received within three (3) days of the final inspection. ThE %amt liqui4M4 9c4umageS • amount and/or fee will recur on a weekly (7 calendar days) basis until full and final payment is recdifed In the event of non-payment, Client is also responsible for any and all costs, filing fees, and attorney's fees associated with prosecution and fulfillment of the lien process. Client understands and agrees to provide advanced notice of at least 48 hours prior to a scheduled installation if the installation must be rescheduled for any reason, including any r ^ emergencies. If Client fails to provide said notice, a non-refundable re -scheduling fee of $250 will be assessed. V J Signature Impact is in the business of installing windows and/or doors. The Client fully understands, agrees and accepts that this Agreement is strictly for that limited purpose and no other. Signature Impact will not perform any demolition work, stucco work, drywall repair and/or removal, concrete work, plastering, tiling, or any type of work or labor above and beyond the strict installation of windows and/or doors as part of its contracted "Work" or the scope of this Contract. If demolition work, stucco work, drywall repair and/or removal, concrete work, plastering, riling, or any type of work or labor above and beyond the strict installation of windows and/or doors is necessary, Contractor can provide a separate estimate for the additional cost of such work, labor, parts, and/or supplies or Client should make arrangements through a third -party. Client must, without exception or limitation, allow Signature Impact immediate and continuing access to the work premises for installation purposes within two (3) business days of being notified by Signature Impact that the Client's materials have arrived. Client will be assessed an additional, non-refundable $75.00 daily storage fee beginning on the third (4) business day following arrival of the subject materials. Client understands and agrees that Contractor will be allowed to perform the scope of work during the hours of Monday — Friday and the times of 8 Signature Impact Windows & Doors ,? gym. — 5 p.m., subject to certain recognized national holidays and/or homeowner association regulations. Client is at all times responsible for the permit packages which must maintain on the work premises during the duration of the scope of work. In the event that any permit(s) are lost or misplaced, a $250 per incident fee will be assessed to the Client along with any fees that may be incurred by the city. Client further agrees, without exception or limitation, to allow Signature Impact full access to photograph, video, or otherwise document the work/labor performed at the Client's premises. Client expressly permits Signature Impact to have its signage posted on the premises and/or to have Signature Impact's vehicles/trucks parked in the driveway, curb, or entrance while the Work is performed. Client Responsibilities The Client fully understands and agrees to the following necessary obligations and material responsibilities on the Client's part: (a) timely payment prior to the commencement of any work/labor; (b) preparation, inspection, retention of any additional contractors or third -parties to address any and all matters arising from or related to concrete, dry wall, stucco, tiles, or the like, prior to Signature Impact's installation of window(s)/door(s); (c) Signature Impact will charge a fee of $20.00 U.S.D. per blind, alarm, and/or sensor not removed prior to Signature Impact's arrival on the day of installation. Client agrees to indemnify and hold Signature Impact harmless for any and all damage that may occur during removal of said property, blinds, alarms, or sensors. Signature Impact is not responsible for re -installing any alarms, blinds, or sensors after removal. Said amounts will be automatically charged and Client agrees to be responsible for the additional charges; (d) preparation, guarding, protecting, covering, wrapping, or the like, of any areas, carpets, valuables, furniture, or other personal property and/or fixtures against dust, debris, etc., in or around the intended area of work; (e) immediate and continuous access during normal working hours to the work site and/or home within 72 hours of arrival of materials; (0 thorough inspection and examination of deliverables for any damages, issues, complaints, grievances, defects, non-compliance.WAipns, or the like within 48 hours after delivery, after which point the risk of loss entirely shifts to tli�%lient and'Cantractof shall not be held responsible; and/or (g) careful, thorough, and detailed review of the tient invoice ori the same '. 0000. ... 0.0.00 day said invoice is received and an agreed upon waiver of any modifications and/or c an*ges to said invoice after said receipt and/or review. Client understands and accepts that the final measurement : to order may not match what was previously quoted, listed and/or invoiced. Period of Performance • • • • • • • • • • • • • • The work shall commence on the date said Agreement is executed, unless Contractor elects otherLwt:ad shaA 00 • continue until all materials are installed and the work passes any applicable inspections. O*At 4emornAt all materials • 0 0 0: are installed and inspections, if any, are completed and/or confirmed, the Contractor's obligations p4 ouer t to this 0 Agreement are fulfilled and satisfied, the scope of work is completed, and the working relationship is terminated. Under no circumstances may Client cancel and/or change an invoice or work order without incurring the full and actual costs of materials once the order has been placed. Warranty Disclaimer/ Other Disclaimers Contractor hereby disclaims any and all warranties, express or implied, in connection with or arising from the materials and/or product that is subject of this Agreement and/or the scope of work. Contractor makes absolutely no warranties of any kind to Client regarding the materials used and/or product itself. Client hereby understands and accepts that the only warranties regarding the materials/product, if any, may be available directly through the manufacturer of the product with any applicable limitations and/or exceptions. (See applicable warranties and manufacturing documents). Contractor does provide a one (1) year express warranty on the work related to or arising from SIWD's installation/labor, which expressly excludes or exempts any items covered in the Client Responsibilities clause above and/or Indemnification clause below. Client understands and agrees that final measurements in order may differ from those reflected in estimate or prior forms. Signature Impact Windows & Doors Indemnification Contractor is being granted indemnity by Client. Client shall indemnify, defend, and hold Contractor, its affiliates, associates, partners, officers, employees, agents, representatives, assigns, and the like, including any other vendors, harmless from and against any and all damages, claims, complaints, grievances causes of actions, suits, liens, liabilities, costs, and expenses, arising out of or in connection with the work set forth in this Contract and/or hereby contemplated, other than matters directly attributable to, within the scope of work, and/or over which SIWD had direct control, possession, and/or custody. Complete Agreement / Controlling Law This Agreement constitutes and represents the entire agreement and supersedes all prior and contemporaneous agreements, negotiations, representations, warranties, and understandings of the Parties with regards to the subject matter set forth herein. This Agreement shall be binding on and inure to the benefit of the Parties and their respective agents, representatives, successors, purchasers, assigns, heirs, and survivors. This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of Florida. The proper forum for any and all claims, suits, or actions that might arise from or relate to said Agreement must be brought in the Eleventh Judicial Circuit in and for Miami -Dade County, Florida. Client represents and agrees that he/she has relied and is relying on their own judgment concerning the effect and consequences of this Agreement, that he/she has completely read the foregoing teras of •the Agreement, and that he/she fully understands and voluntarily accepts all terms of thiie4greemene • • • • • • 00 0 0000 IN WITNESS WHEREOF, the Parties hereby agree to the foregoing and have c'ahted this Atftc tnent to • • • 0:0 be effective as of the date of execution indicated above. 006000 • • • 0000 0000.. .0000. 0000.• By: By: � 0000 . .ACA.0 //G92Q. 00:00: 000000 00:00 CLIENT SIGNATURE IM�A�C'IFINDOWS 9 b"URS 600: • 0 •••••• . • • • • • •••••• Signature Impact Windows & Doors MrglassManufacturing 1 M 7236 NW 25th Street Miami FI 33122 Phone: 305-215-9601 ®• cS' G� Fax: 000-000-0000 Email: javi@signatureimpactwindows.net Prepared by: Signature Impact Windows & Doors, Llc Client Name: Job Name: Albert Miami Shores Client Address: Mark Qty Product Width Height Config. Frame _ MG -300 I Clear W1 W7 2 74.0" , 50.625" XO LMI Anodized 00 Ln O Ln 3/29/18, 6:52 PM Quote* 18584 None 343 MAJORCA AVE 410 CORAL GABLES, FL 33134 Screen -I Glass Bluemax 1/8 CLEAR HS + 0.090 PVB + Yes 1/8 CLEAR HS No - ---- 35 7/8"-4 •••••• • . . . ...... Maw Qty Product Width Height ConfigY' Frame #Screen Glassy � • • • • �• • • -• ---1-6 0-- MG -300 Clear 4 1/8 CLEAR HS + 0.090 FW8•+• W3W6 2 37.0" 50.625 XO Yes i No LMI Anodized 1/8 CLEAR HS 00 Ln O Ln LooKmg rrom the outsiae I U ' I i l • • •••• •••••• .••••. ••.. .•.... • •••. . ••••• •••.•• ••.• •.••• - ---- 35 7/8"-4 •••••• • . . . ...... Maw Qty Product Width Height ConfigY' Frame #Screen Glassy � • • • • �• • • -• ---1-6 0-- MG -300 Clear 4 1/8 CLEAR HS + 0.090 FW8•+• W3W6 2 37.0" 50.625 XO Yes i No LMI Anodized 1/8 CLEAR HS 00 Ln O Ln Looking from the outside I I 17 3/8" https://mrgIassmanufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple_detaiI=false&total price=true Page 1 of 6 U ' I i l 1,T'- Looking from the outside I I 17 3/8" https://mrgIassmanufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple_detaiI=false&total price=true Page 1 of 6 MrglassManufacturing � S ACI W,NDOWif DOOnf f , 7236 NW 25th Street Miami FI 33122 Phone: 305-215-9601 Fax: 000-000-0000 Email: javi@signatureimpactwindows.net Quote # ' 18584 3/29/18, 6:52 PM Prepared by: Signature Impact Windows & Doors, Llc Client Name: None Job Name: Albert Miami Shores Client Address: 343 MAJORCA AVE 410 CORAL GABLES, FL 33134 AMark Qty Product I Width _Height Config. Frame w -� Screen Glass_ _ Bluemax 1/8 CLEAR HS + 0.090 FNB +• MG -300 Clear 1/8 CLEAR HS + 0.090 PVB + W4W5 2 53.0" 50.625" XO Y No Yes 1/8 CLEAR HS LMI Anodized 1/8 CLEAR HS • 00 I Ln O Ln Looking from the outside r 00 N 00 m -t-- 19" 4 https://mrglassmanufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple detail=false&total_price=true Page 3 of 6 �L1L •• •• •••• •••••• 5„ Mark Qty Product Width Height Config. Frame Screen JLJC •••• •••••• 1/8 CLEAR HS + 0.090 FNB +• W2 1 19.0" 28.0" EQUAL Yes No LMI Anodized 1/8 CLEAR HS • Looking from the outside r 00 N 00 m -t-- 19" 4 https://mrglassmanufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple detail=false&total_price=true Page 3 of 6 Looking from the outside •• •• •••• •••••• 5„ Mark Qty Product Width Height Config. Frame Screen • • •••• •••••• 1/8 CLEAR HS + 0.090 FNB +• W2 1 19.0" 28.0" EQUAL Yes No LMI Anodized 1/8 CLEAR HS • ... • ••••• 0-00 Looking from the outside r 00 N 00 m -t-- 19" 4 https://mrglassmanufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple detail=false&total_price=true Page 3 of 6 25 3/8" •• •• •••• •••••• 5„ Mark Qty Product Width Height Config. Frame Screen .. . . . . Glass _�_ • �• ...... E ltm tea x MG -200 Clear 1/8 CLEAR HS + 0.090 FNB +• W2 1 19.0" 28.0" EQUAL Yes No LMI Anodized 1/8 CLEAR HS Looking from the outside r 00 N 00 m -t-- 19" 4 https://mrglassmanufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple detail=false&total_price=true Page 3 of 6 MrglassManufacturing 3/29/18, 6:52 PM c • f t 7236 NW 25th Street Miami FI 33122 Phone: 305-215-9601 ®• cS�//y�/� e -m\ rc� Fax: 000-000-0000 �NVAGi wINDOwf f DOONf Email: javi@signatureimpactwindows.net Quote # 18584 Prepared by: Signature Impact Windows & Doors, Lic Client Name: None job Name: Albert Miami Shores Client Address: 343 MAJORCA AVE 410 CORAL GABLES, FL 33134 Summary System Summary Price Summary Total Products W 2 Total Sell $3,337.22 Horizontal Roller (MG -300) _ 6 Sqft Summary Single Hung (MG -200) 1 Single Hung (MG -200) 3.69 sgft Horizontal Roller (MG -300) ••115.31 sgft TotalSgft ••• •00445.0sgft•••.• ...... .... ...... All rates apply, only line items mentioned are included. Customer agrees to pay afl;dost/expenses incl'u**efl• collecting any amount due, including attorney's fees and associated expenses. A•$2SAarge4s•aadedto-••- checks returned and 1.5% monthly interest fee for past due balance. Quote vali jfo;•�0 days. •• •••;;• Accepted By: Accepted Date: https://mrglassmenufacturing.herokuapp.com/quotes/18584/print?cut list=false&simple_detaiI=false&total_price=true Page 5 of 6 • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: FL 20352 Date: 01/08/2018 Manufacturer: MR. GLASS DOORS AND WINDOWS INC See installation drawings for combination of span vs loads. • ••••�• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION Manufacturer Address: 8120 NW 84TH STREET, MEDLEY FL 33166 ' • • • • • • Model Name: SERIES MG -200 ALUMINUM SINGLE HUNG WINDOW 009•4106 •••� Maximum Width: 53-1/8" DATE REPORT # Sealed by . • • • Maximum Frame Height: 96" •••• • Maximum Load: +80 PSF. -140 PSF (Large Missile Impact) • Installation Drawings # W16-20 ...... Water This product complies with the High Velocitv Hurrirnna 7nno IWX/1471 +oma+,, , .e�..:. ' �. : ___ • 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/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-8827 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: `,,,,,,,,,,,,, ,P�NO AH4f E No 70592 n ,- Javad Ahmad PE # 70592 /t ST 0,<U� AI-Farooq Corporation EB # 3538Sealed: 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 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG -200 ALUMINUM SINGLE HUNG WINDOW OESIGN 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—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. 0 6" MAX. HEAD/SILL CORNERS 53 1/8* WINDOW WIDTH 46 3/A' D.L.O. (FIX. LITE) 20 1/2' A MAX. 4 HEAD n 1 / u 11 D 11 4 II N 11 II II II II II II 11 n n 11 II II II II II 11 II II u FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ADDL. ANCHOR - AS READ. SEE CHART / FOR CAPACITY SILL ANCHORS NOT REQUIRED FOR LOADS UPTO BO PSF • • 000 • • • • • TYPICAL ELEVATION TESTED UNIT • • • • • FL #20352.1 • A- CQQjj1N CTQQR•T BE•RES�HALE bR RIE SELECTION, PURCHASE AND I SEED IN Sf UTIEN Tf� PIbDU•00 THIS PRODUCT EVALUATION PROT�E011E/!♦1E bESNOTGOEVWFE FROMOHE CONDRIONS DETAILED el�'AIIS DORI•ENT. • • • • • 0- THIS PRODUCT EVALUATION DOCUMENT 1/ILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C - SBE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED DN4 IaR OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.RJ • AOR THE PAt&CT "WHO WILL•BE RESPOIVIBLE FOR THE PROPER • USE OF AIE P.E.D. NCINEER OF•RECORD•ACT#IC AS A DELEGATED • ENGINEER WOPTHE P.E.1• ENGINEER yU*L*SUBWT TQ*THIS UTTER THE SITE • SPE•FIC •RAV•4GS Fp RE"%Y. • • • • �-•RIIS P.E.10 SHILL BEA• •IE DATE AID �tIGIf•L 5�1L AND SIGNATURE OF • THE PROFESSIONAL ENtitJEER OF RECDRO•THAT P�EPARED IT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \�O�V �L.Qw/// dd �C d o.70592 _ 0 3T E /;�s • F< drawing no. � [W16-20 fill Sheet 1 -of $ Sealed: 1/12/2018 HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuraray America, Inc.' 13/16" HEAT STREN'D. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS .090' Interloyer SentryGlas By 'Kuroray America, Inc.' 3/16" HEAT STREN'D. GLASS I� SILICONE z m DOW 795 � N ^ 1/8" HEAT STREN'D. GLASS .090" Interlayer r Trosifol PVB By 'Kuraray America, Inc.' ONE 1/8" HEAT STREN'D. GLASS m795 SPACER: • • z 3 NNy m DOW 795 z 16 1 C m u\i o 6A I O w a • • •• AROUND THE PERIMETER OF THE GLASS. PERIMETERSEALANT, NTS ON LRES 36' ONLY 'I ASS 7/16'.OVERAL_ IAK_0 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS .090' Interloyer SentryGlas By 'Kuroray America, Inc.' 3/16" HEAT STREN'D. GLASS I� SILICONE z m DOW 795 � N ^ 1/8" HEAT STREN'D. GLASS .090" Interlayer r Trosifol PVB 1/8" TEMP. GLASS 1/4" AIR SPACE i/8" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kura ray America, Inc.' 1/8' HEAT STREN'D. GLASS I�+ SILICONE m DOW 795 z � rn O 68 I OI ¢ 68 ITALL w w 23 AT 1/4 POINTS w 1/4 POINTS ALL SIZES SIZES —GLASS TYPE 'Al' -" '- GLASS TYPE 'B1' 7/8' OVERALL INSUL LAM. GLASS 11/16" OVERALL INSUL LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OC•• • • • • • By 'Kuraray America, Inc.' •• • 1/8" HEAT STREN'D. GLASS • • • SPACER: • • SILICONE • • m DOW 795 z 16 1 ' m u\i o •• I O w a • • •• AROUND THE PERIMETER OF THE GLASS. PERIMETERSEALANT, 23 AT 1/4 POINTS ON UTES SILICONE WIDER THAN 36' ONLY GLASS TYPE, 'B' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE i/8" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kura ray America, Inc.' 1/8' HEAT STREN'D. GLASS I�+ SILICONE m DOW 795 z � rn O 68 I OI ¢ 68 ITALL w w 23 AT 1/4 POINTS w 1/4 POINTS ALL SIZES SIZES —GLASS TYPE 'Al' -" '- GLASS TYPE 'B1' 7/8' OVERALL INSUL LAM. GLASS 11/16" OVERALL INSUL LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OC•• • • • • • • • • • •• • • • • • • SPACER: • • • • • • • •• • • 'HELI MA' LOW PROFILE ALUMINUM SINCER • 000 • BY 'LINGERMANN GMBH' • • • • • •• • • • • •• AROUND THE PERIMETER OF THE GLASS. PERIMETERSEALANT, SILICONE - DOW CORNING 791 • •• • • • • • • • GE 2000 0 0 • • • • • • • OR • •• • ••• • • ' 'DURASEAL' EDGE SEAL SYSTEM • • • • 0 0 0 • • • • • BY 'OUANEW 0 0 0 • 0 00 •.O L #20352.1 ' '•'UGENSF• No. 70592 = a T drawing no. '' •.. oR1Ds..:;' W1 6-20 ' ���s�®MAL't���� sheet 2 of g Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL_LITES UNEQUAL LITES WINDOWS EQUAL LITES WINDOWS FIANCE DIMS. GLASS TYPES A' & 'Al' DESIGN LOAD CAPACITY - PSF HEIGHT FIANCE DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES B. & 'BL' WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) 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 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" 53-1/8" 50-5/8" (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 80.0 80.0 140.0 80.0 BO.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 60.0 140.0 80.0 80.0 M80.0 140.0 80.0 80.0 140.0 80.0 80.0 80.0 I 140.0 80.0 60.0 19-1/8" 26-1/2" 30" 37" 48" 53-1/8" 74-1/4" (8) 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 1 80.0 80.0 140.0 80.0 1 60.0 80.0 129.6 80.0 1 80.0 19-1/8" 26-1/2" 30" 37" 48" 53-1/8" 76" (8) 80.0 140.0 80.0 80.0 80.0 140.0 80.0 60.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 126.5 80.0 80.0 19-1/8" 26-1/2" 30" 37" 48" 53-1/8 84" (8) 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 124.7 - - 19-1/8" 26-1/2" 30" _ 37" 48" 53-1/8" 90" (8) 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 123.1 - - 19-1/8" 26-1/2" 30" 37" 48" 96" (8) 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - EQUAL_LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FIANCE DIMS. GLASS TYPES A' & 'Al' WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 40' 43" 48" 50' 52" 53-1/8" 63" (7) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 B0.0 140.0 80.0 1 140.0 80.0 1 140.0 80.0 140.0 19-1/8" 26-1/2" 37" 40" 43" 48" 50" 52" 74-1/4" (8) 1 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" (a) 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"80.0 37" 40" 43" 68_ () 80.0 140.0 140.0 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" 26-1/2" 37" 96" (9) 80.0 140.0 80.0 140.0 80.0 140.0 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'B' & 1137' WIDTH HEIGHT EXT.(+) INT.(-) 79-1/8" 26-1/2" 30" 32" 36" 37" 46" 48" 53-1/8" 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 1 80.0 80.0 19-1/8" 26-1/2" W. 32" 36" 37" 46" 63" (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 19-1/8"80.0 26-1/2" 30" 32" 36" 37" 74-1/4" (6) 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" 36" 76" (6) 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 30'(8) 32" 64" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 ..0 UNEQUAL LITES (ORIEL;YPE; • • • • • %PQU;4L C ITE S (ORIEL TYPE) • •• • • • : • '.'FL #20352.1 N �o Z n ���i j FZ M W W ¢ n 0 d ri` p ot N U d 0$u'1(p) Clo�;m o e7 �aao 0bR 110 r QWZ,LL Ip LL Z 10 J OmL� Q �ilmf r - O E Z J - m 3 3 0 0 O rn z04 o W 0 1 � I z U ¢ Cj Z WQ W � W N N � �� b v =r1N0 Z ODM Z N rn m. U In (0 00 ai =pOUo L713 ~OOCOLd Z MZ --E oo C7 4ln o J v 1n W�Q N N W Qom Q ZOO U 00� 01- (0U 0Z U m Q 0 ME n i PID. 70592 1 B T F drawing no. W16-20 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. r �:1 0 FOR SPACING m j F____________________T �i N ..° s ` - - �EDGE DIST. r___________________� METAL 1 I F.B.C. APPROVEDEDGE ° < DIST. STRUCTURE I i MULLION do MULLION ANCHORS I I 3 o • EDGE DIST. it SEE SEPARATE APPROVAL �1 Z h J 0 I p ' I EDGE DIST. O O `. U N N C TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 4 O 0 c7p SEE ELEV. SEE ELEV. SEE ELEV. O FOR SPACING FOR SPACING 111 FOR SPACING O: � Z O Q LL Z N- WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS J MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q w m f " AND TRANSFER THEM TO THE BUILDING STRUCTURE. i - U m WEEPHOLES;i z : TYPICAL ANCHORS: SEE ELEV. FOR SPACING 12 OPTIONAL TO W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END 1/4" DIA, ULTRACON BY ' O' (Fu -177 KSI, Fy-155 NSI) 3" 0 SPRING LATCH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. -PENETRATION INTO WOOD (HEAD/SILL/JAMBS) g i THRU 1BY BUCKS INTO CONC. OR BLOCKS Ad 5: © 5 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) = w r 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) t0 Y c7 N $ a DIRECTLY INTO CONCRETE OR BLOCKS N O n m _a 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o z 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 V) 3 E•. I t8 h i14 SMS OR SELE-DRILLING SCREW (GRADE 2 CRs)o o n ys INTO F.B.C. APPROVED MULLIONS i �! w OR m. co INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O _ (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS j ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) i 13 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE `0- 23 I INTO CONCRETE AND BLOCKS = 2-1/2" MIN. - ' INTO WOOD STRUCTURE = 1" MIN. H I 18 INTO METAL STRUCTURE = 3/4" MIN. 2 I 6 I sy BUCK ' — WOOD AT HEAD. SILL OR JAMBS SG - 0.55 -MIN. C — O CONCRETE AT HEAD, SILL OR JAMBS f'c —3000 PSI MIN, 6 u C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 0 T y 1B 2 i •• ••• • • • • • •• - 0 7 • •. • • . • .•• . �Er i 4 00 \ _ I EDGk^ DIST. I — IS N0.70592 TYPICAL ANCHORS \ III � ' I • " • • • • • • • • • :,o ' $ " REOD. FOR LOADS ,.,.J ° I ' TYPICAL, ANCIbRS• • • • • • �� _ 6T A' drawing no. a ° W1 ABOVE 80 PSF ONLY tyt ° REOD. FOR LOADS• • • • • • Q 9 SEE ELEV. l l ABOVE 80 PSF•DNLY • • • • • • ••• • • 'i . '•FZ, RIOM. •'•G,O�� w1 6_20 ^ FOR SPACING EDGE DIST. — SEE ELEV. • • • • • • • • `rS '• V FOR SPACING • • • • • • 'FL #20352.1 '�7��QRIAL����` • •I1111� sheet 4 of 8 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR SPACING F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL FOR SPACING WINDOW WIDTH WINDOW WIDTH ANCHORS V. CCING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/{' MAX. U_ Z F DH W a� z� a ICAL ANCHORS ELEV. �( SPACING li G LL O��',m V p a q O'�-a- s Cacc �NO04 bOrr a W N o �a8€@ Q J Q W O E EM. �0IO<N�� M monw�oO v. • • • • • • • a • • • • • • • • • • • • • ```\\\1111111111♦'/♦ PD o v%r n o i No. 70592 y, • • • • • • • • • • • • S A drawing no. • •FL #20352.1 ♦♦'!ss!�NfAL\ �� W1 6-2 A of • • • • • • • • • • • • Sealed: 1/12/2018 TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING F.B.C. - APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING n O ALT. TYPICAL ANCHORS w SEE ELEV.- .n FOR SPACING ALT. •• ••• • • • • • •• 10 • • • • • • • • • I 2 < N INSTALLATION DETAILS WITH FLUSHFi�ME RDkTr* • i • • • EDGE DIST. • • • i • • i • i : • • • : O • -FL #20352.1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��:-'vcENse•'•'� � a i No.. 70592 -_ � ° b S F drawing r1no. 50.- •RIDP.•�\��\ W16-20 Sealed: 1/12/2018 2.648 .090�� 876 .874 062 876 1YP. 7 1.189 2.910 OO FRAME HEAD Ld FIX. MEETING RAIL 1.403 .078 1.625 LID�� 2.406 082 TYP. I 1.189 VENT TOP RAIL L'l FRAME JAMB 1.498 4 .87 1.189 .062 I TYP. .715 4 O VENT SIDE RAIL 1.122 .078 1.421 .985 1.029 13 SPRING LOADED LATCH 1^ 3.072 O VENT BOTTOM RAIL .062 TYR 58 1.221}132 1.000 .090-3 0 T z.6ae O FRAME SILL �- 2786-y.583� .4581-1 .500 � 672 .7811-I .050 .665 .78� 1 - .050 .865 .78j 1 .050 I .ess osz b1.096- h-1.096 F+1.096 to FLUSH FRAME ADAPTER O OGLAZING BEADS 88 ITEM / PART l REQD. DESCRIPTION MATERIA. 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 M0204 1 FIXED MTG. RAIL 6063-T6 - 5 M0205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RAIL 6063-T6 - 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS)6063-T6 - 8A MG209 AS ROD. GLAZING BEAD (7/16' GLASS) 6063-T6 - 8B MG210 AS ROD. GLAZING BEM QNSUL. LAM. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6063-T6 - 10 MG212 AS REDD. FLUSH FRAME ADAPTER 6063-T6 - 11 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A ¢'B 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 REDD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REGO. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W7323INK000B AS REDD. 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 86 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE 8 20 SL -14A-044 2/VENT ULTRALIFT SPIRAL BALANCE - CALDWELL 20A /10 X 1-1/4"i/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS FPDM DUROMETER 80±5 SHORE A 24 - 2 HI -ROW WEEPER - PREFERRED ENGINEERING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` PD !4hp . ��:•'�yCENSF �'•. I No. 70582 D a droWingno. 11a.........°"�s� �` W16-20 "/ ®11111 101, sheet 7 of 8 Sealed: 111212018 •. • : • '.' ; • • •FL #20352.1 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` PD !4hp . ��:•'�yCENSF �'•. I No. 70582 D a droWingno. 11a.........°"�s� �` W16-20 "/ ®11111 101, sheet 7 of 8 Sealed: 111212018 w- MEM�WANIMI my. m FRAME TOP CORNER ••• •• ••• • • • • • • • •• • • • • A • • • • •• • • • •• • • • • • •••FL #20352.1 •• ••• i•• • • • i 00 • • •• VENT BOTTOM CORNER • . .. . i • • • No. 70M — ••• •• ••• • • • • • • • •• • • • • ••• • • • • •• • • • •• • • • • • •••FL #20352.1 ••• • • • • ••• • • Sealed: 1/12/2018 0 o a" drowing no. W16-20 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC Manufacturer Address: 8120 NW 84TH 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 Drawines ft W1 r, -7r. FL 20359 Date: 01/08/2018 666666 060..6 0000 0000 666666 0000 0000 0000 0000 0000.. —•t 1--- This product complies with the High Velocity Hurricane Zone (HVHZ) testing regt:irel0nents. •• The above maximum parameters do not occur simultaneously. • • 6 See installation drawings for combination of span vs loads. •• 0 600006 Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, 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 F588 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: AH,y�O,,. J, ?P''• % ' jNo 79592 Javad Ahmad PE # 70592 Al-Farooq Corporation EB # 3538 '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 alfaroogPafceng.com 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. (2) ADDL ANCHORS SEE CHART ON SHEET 4 (4) ANCHORS /-AT MTC. STILE '---- / AT 4" O.C. 37 I 1 I d L D I II II II II 7 I II II 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE I „ I 11 I II u h u 11 'L ----O===-1'- USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED 7 I II 11 I 11 II I I I :I II 1� I II I 7 I --- II II I II II 1 II 11 I II _ II 1 u u I 11 II = M_ Z II II I II II 7 / D 6 1 COMPLY WITHCE SECTION fi099.2. - 3/8" 32 3/8- 37 3/16" FALSE MUNNNS (SURFACE APPLIED) MAY BE USED 96' WINDOW WIDTH (2) ADDL ANCHORS SEE CHART ON SHEET 4 (4) ANCHORS 6" MAX. ������AT MTG. STILE ENDS HEAD/SILL A �AT 4" O.C. CORNERS FALSE MUNTINS 6 ---- (SURFACE APPLIED) MAY BE USED _A 7 m m zW a 0 43 3/8" 43 3/8' z IO D.L.OPG. D. .OPG. ,n ' 0 48 3/16" TESTED UNITS VENT WIDTH 89 3/4' SERIES MG -300 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WINDOW WIDTH ALUMINUM HORIZONTAL SLIDING WIND01, SHUTTERS ARE NOT REQUIRED. (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 6^ MAX AT MTG. STILE ENDS CHARTS SHOWN ON SHEETS 4 & 5. HEAD/SILL -A7 4' O.C. _. CORNERS 6 B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ALTERED BY ANY MEANS. INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ . ( ) c 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE I „ I 11 I II u h u 11 'L ----O===-1'- USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED 7 /. 7 I I I :I II 1� I II I 7 I --- n 0 = M_ Z O 7 / D N Q •.• • , �� s'•........RIDE.•�•'�y\ COMPLY WITHCE SECTION fi099.2. - I ,r • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • II II 11 I II I '____ t � S2 x U _II II II I H II B H II 6 I II I „ I _A 7 m m zW a 0 43 3/8" 43 3/8' z IO D.L.OPG. D. .OPG. ,n ' 0 48 3/16" TESTED UNITS VENT WIDTH 89 3/4' SERIES MG -300 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WINDOW WIDTH ALUMINUM HORIZONTAL SLIDING WIND01, SHUTTERS ARE NOT REQUIRED. (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 6^ MAX AT MTG. STILE ENDS CHARTS SHOWN ON SHEETS 4 & 5. HEAD/SILL -A7 4' O.C. _. CORNERS 6 rE 7 � rn 32 3/8' _ 48 1/8"� D.L. OPG. D. L. OPG. %o ' 00 37 3/16' VENT WIDTH 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. 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ALTERED BY ANY MEANS. INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ . ( ) C -SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGWEER 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE OR MLHITECf WHICH WLL BECOME THE ENGINEER OF RECORD (EO.fl.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 11 'L ----O===-1'- USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED TO THE BUILDING STRUCTURE. -- .. G ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SPECIFIC DRAWINGS' FOR REVIEW. D -THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL MIO SIGNATURE OF AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 7 / D I I II II Q •.• • , �� s'•........RIDE.•�•'�y\ COMPLY WITHCE SECTION fi099.2. //TIII1111\\ I ,r • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • '____ t � S2 x U / I H II a H II z W b 11 II II ==- LI----=r-===-LL--- u ° n II II II 11 11 11 JL____II ILL B II rE 7 � rn 32 3/8' _ 48 1/8"� D.L. OPG. D. L. OPG. %o ' 00 37 3/16' VENT WIDTH 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. 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ALTERED BY ANY MEANS. INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ . ( ) C -SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGWEER 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE OR MLHITECf WHICH WLL BECOME THE ENGINEER OF RECORD (EO.fl.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED TO THE BUILDING STRUCTURE. -- .. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SPECIFIC DRAWINGS' FOR REVIEW. D -THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL MIO SIGNATURE OF AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. BUILDINGOOFWIAL. • • • • 000 MANUFACTURER'S LABEL SHALL BE LMATEO O}R�-�A RIPADI VL�IBLE �AT�N • WITH SECTIONDA BU �I COD • ILABELI LABELING A LOAD DURATION INCREASE IS USED INGMIGR EI•ANRHOIIS IINT6 WOO 0111.7 • • FL #20359 ALL SHIMS TO BE HIGH IMPACT, NON-;ETALUC AN%6NON•G@MP4ESWLBP • • MATERIALS INCLUDING BUT NOT LIMITED 1� STEELINRT •SC T T • •: • • COME INTO CONTACT WITH OTHER DISSIMKAR MATER�LSSL MEETFi ``�� �� g}0 i 'P,.•��,S�c_ • •• REQUIREMENTS OF THE 2017 FLORIDA EL1DG. C� R: AD D S DAR S. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ZNa. 7OW2 = OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR :• WATER INFILTRATION RESISTANCE ETC.• 000 • • • • • • CONDITIONS NOT SHOWN IN THIS D64VAVG ARF• TO BE AI/4LYZED SSPARATELY,• AND TO BE REVIEWED BY • • • -0 ; %%D � ' BUILDINGOOFWIAL. • • • • 000 MANUFACTURER'S LABEL SHALL BE LMATEO O}R�-�A RIPADI VL�IBLE �AT�N • WITH SECTIONDA BU �I COD • ILABELI LABELING • • • Q •.• • , �� s'•........RIDE.•�•'�y\ COMPLY WITHCE SECTION fi099.2. //TIII1111\\ 0:0 •• • • • • 0:0 •• • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • U m J 'z m 3 0 � O a 3 � n 3 � 0 8, w� N I V, O0FM00 m Zo N 3 LL z oc�o� drawing no. W16-26 Ill 7/8" WINDOW WIDTH 6' MAX (4) ANCHORS AT MTG. STILE ENDS HEAD/SILL A �AT 4' O.C. FALSE MUNDNS CORNERS 6 ,-- _--- (SURFACE APPLIED) MAY BE USED / N 32 3/8' 32 3/8' - 32 3/8" z D.L OPG. D.L OPG. D.L.OPG. a 37 3/16" 37 3/16' VENT WIDTH VENT WIDTH 127 5/6' WINDOW WIDTH 6" MAX (4) ANCHORS AT MTG. STILE ENDS IEAD/SILL A - / AT 4" O.C. :ORNERS 6 __ C / 7 � 32 3/8" ` D.L. OPG. 37 3/16' 48 1/8" I I 32 3/8" ).L. OPG. -4' D.L. OPG. 37 3/16" VENT WIDTI FALSE MUNBNS (SURFACE APPLIED) MAY BE USED I •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• rn • • • •• • ••• • • • 7YPIg4L eVA71 • • • • • • �— • • • • TESTED•UNITS • • • FL #20359 ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I I d It 7 II I ' �' drawing no. �S�`®►vise. ��G�� sheet 2 of 1 0 �7�11111I 111` I �I 3 II I I II II n I 6 I / N 32 3/8' 32 3/8' - 32 3/8" z D.L OPG. D.L OPG. D.L.OPG. a 37 3/16" 37 3/16' VENT WIDTH VENT WIDTH 127 5/6' WINDOW WIDTH 6" MAX (4) ANCHORS AT MTG. STILE ENDS IEAD/SILL A - / AT 4" O.C. :ORNERS 6 __ C / 7 � 32 3/8" ` D.L. OPG. 37 3/16' 48 1/8" I I 32 3/8" ).L. OPG. -4' D.L. OPG. 37 3/16" VENT WIDTI FALSE MUNBNS (SURFACE APPLIED) MAY BE USED I •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• rn • • • •• • ••• • • • 7YPIg4L eVA71 • • • • • • �— • • • • TESTED•UNITS • • • FL #20359 ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed: 1/12/2018 No. 70592 ' �' drawing no. �S�`®►vise. ��G�� sheet 2 of 1 0 �7�11111I 111` Sealed: 1/12/2018 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16' HEAT STREN'O. GLASS .090" Interlayer 090" Interlayer .090' Interlayer Trosifol PV8 By 'Kuroray America, Inc.' Trosifol PVB By 'Kuramy America, Inc.' SentryGlas By 'Kuroray America, Inc.' 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16' HEAT STREN'D, GLASS p F m DOW 0 95 �.+ SILICONE w SILICONE z z m DOW 795 m DOW 795 N m g 22 22 11 it N� ] 22 • • • • 10 1 0 O 29 AT 1/4 POINTS ON UTES w 29 AT 1/4 POINTS ON LUES AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY WIDER THAN 36" ONLY 29 WIDER THAN 36' ONLY GLASS TYPE 'A' LAM. GLAss GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS TYPE ' GLAU/¢_OVERALL • • 7/16' OVERALL LAM. G1A55 1/8' TEMP. GLASS 1/8' TEMP. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/4' AIR SPACE 1/4' AIR SPACE 1/8' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS .090' Interlayer .090' Interlayer .090' Interl er Tsifrool PVB By Vat America. Inc.' Trosifol PV8 By 'Kuroray America, Inc.' SentryGlas 'Kuroray By America, Inc.' 1/8' HEAT STREN'D. CLASS 3/16' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS w SILICONE SILICONE w SILICONE Z DOW 795 z at DOW 795 m DOW 795 z 22 22 22 I I 1 II �I II II ;1 1 a' 10 K 0 W AT 1/4 POINTS/ 29 AT 1 4 POINTS 29 - AT 1/4 POINTS w ALL SIZES ALL SIZES 29 ,. ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'HI' GLASS TYPE 'Cl' -- 11/16" OVERALL INSUL. LAM. GLASS- -- — 7/8" OVERALL INSUL. LAM. GLASS - - -..- 7/8" OVERALL INSUL LAM- GLASS GLAZING OPTIONS •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • 1/4" AIR SPACE CONSISTING OF• 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' • ••• •• ••• • • . . . • . . . • . • • . • • • . • • • . . . • FL #20359 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '�''�•11GENSF''., ' o No. 70592 ._ o • A OF drawing no. c''•..OR1Df. � W16-26 I///r.111A4L1L��` sheet 3 of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES CLASS TYPES GLASS TYPES 'A' & 'AI' 'B' & 'BI' 'C' & 'CI' 26-1/2' 37' 53-1/8- 63' 26" 74' 84' 96' 26-1/2- 37" 53-1/8- 63, 38-3/8- 74* 84' 96" T6 -i/2- 370 53-1/8, 63" 50-5/8" 74" 84" 96' 26-1/2' 37" 63' 63' 74' 84" 96' 26-1/2' 37" 53-1/8' 74" 63" 74' 84' 50-5/8' 96" 74" 84" 63' 96' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES B. & 'BI' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'BI' CLASS TYPES 'C• & 'CI' 80.0 80.0 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 80.0 80.0 90.0 _ 24" 36" 48" 60' 72" 84' 96' 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80,0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 140.0 24" 36' 48" 60' 72" 84" 96" 36" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.090.0 140.0 80.0 90.0 90.0 B0.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 140.0 24' 36' 48" 60" 72" 84" 96' 48" 80.0 80.0 80.0 80.0 90.0 140.0 m a 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - a0.0 80.0 90.0 128.0 24" 36" 48" 60" 72" 84" 60' 80.0 80.0 80.0 80.0 90.0 140.0 90.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 80.0 90.0 140.0 80.A8O. 80.0 80.0 90.0 140.0 80.080.080.0.0 136.5 80.080.0 80.0 9096" 0 d H rt -- - 90.0 102.4 24" 36" 48' 60' 72 84' 72' - - 80.0 80.0 - - 80.0 - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - 80.0 90.0 _ 3 582 96" 48" _ _ 90.0 90.0 140.0 0 �2 72' 84• 60" - - - - 90.0 140.0 ci - - - - 90.0 140.0 90.0 128.0tj 54' 80.0 80.0 90.0 140.0 - U Z DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF FRAME DIMS. GLASS TYPES B. & 'BI' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 55-1/2' 79-11/16' 83-1/4' 94-1/4' 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 55-1/2' 19-11/18 4 83-1 ' / 94-1/4" 38-3/8" 80.0 1 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 BO.0 80.0 90.0 140.0 55-1/2" 19-11/16 81-'/4' / 94-1/4" 50-5/8' B0.0 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 90.0 121.4 55-1/2' 83-1/4' 63' 80.0 80.0 80.0 80.0 C119-11/16 80.0 80.0 74" 80.0 80.0 80.0 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF V • • • • • • • • • \`\`A 11/111111 //7 ''' (XO OR OX SIZES) t� N GLASS TYPES GLASS TYPES 10 FRAME DIMS. B' & 'BI' 'C' & 'CI' Z n 3 WIDTH HEIGHT EXT.(+) INT.(-) FXO.(+) INT.(-) 0 1 h 2 54' 80.0 80.0 90.0 140.0 f W a 63" 72" 24" 80.0 80.0 90.0 140.0 ? N Q a 6 X0 X 0 'jV U 80.0 80.0 90.0 14D.0 81' 80.0 80.0 90.0 140.0 INu 90" 80.0 80.0 90.0 140.0 m a 54' 90.0 140.0 0 t N 63' 90.0 140.0 M 72' 36' +--i- 90.0 140.0 0, O m 0aoo 81' 90.0 140.0 0 d H rt 90' 90.0 140.0 Oj 0: Z 0 54" 80.0 80.0 90.0 140.0 --63" Z 0-- 63" 80.0 80.0 90.0 140.0 3 582 72' 48" 80.0 80.0 90.0 140.0 Q W M f 81" 80.0 80.0 90.0 140.0 90' 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 - U Z 63" 80.0 80.0 90.0 140.0 of 0 72' 81' 60" 80.0 80.0 90.0 140.0 3 90' 80.0 - 80.0 - 90.0 90.0 117.0-' 102.4 z Z 3 54" 80.0 80.0 90.0 140.0 0 83' 72" 80.0 80.0 80.6 111.9 W 72' 80.0 80.0 69.4 96.4 r_i !r 110 81" - - 61.9 85.9 2 O 1,.1 O r1 00 0 tr< O M O J W CE Kao J Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • \`\`A 11/111111 //7 ''' 0 No.7051112 = NOTE: CLASS CAPACITIES j01V•TH1§:1HEET JI • • • • • '•, �; Q A F u Browing BASED ON ASTM Ed 300-09- (3 SEC! GUSTS:• • • • • AND FLORIDA BUILDING ColoISS?OM • •• • : �� �'•• ORIOP..•'6®�; DECLARATORY STA1%NT D:d05-DE!Ci119 '777A7s/�o�AL no. W16-26 • • • FL #20359 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES B' & 'B1' GLASS TYPES C' & 'Cl. 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/e' 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' 50-5/8' 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 80.0 90.0 138.7 74' 106-1/4" 111' 126' 11 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 80.0 - - 74" 106-1/4 ' 111" 126" 74' 80.0 a0.0- 0.0106-1/4" 80.0 6.5 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS.' ES GLASS TYPES C' & 'Cl' WIDTH HEIGHT (-) EXT.(+) INT.(-) 72" 24" 80.0 80.0 .0 90.0 140.084" M80-O90.0 .0 90.0 140.096" .0 90.0 140.0108" .0 90.0 140.0120' .0 90.0 140.0 72" 84" 96" 108" 120" 36"80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 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 BD.O 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 40.0 72" 84" 96" 108" 120" 60" 80.0 - 80.0 80.0 - 40.0 80.0 40.0 80.0 00- 0.0 80.0 6.5 80.0 - 72" 84" 96" 108' 120' 72 - 80.0- - - - - - MO. - - - - - �OPERATINO VENTS'TO-BE 1%3'OF'THE'WINDOW'WIDTH'� -'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES B' k '81' (1/3W) (1/3W) HEIGHT IXT.(+) INT.(-) EXT.(+) IM.(-) 74' 106-1/4" 111" 126" � 80.0 80.0 a �OPERATINO VENTS'TO-BE 1%3'OF'THE'WINDOW'WIDTH'� -'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES B' k '81' GLASS TYPES C' & 'Cl' WIDTH HEIGHT IXT.(+) INT.(-) EXT.(+) IM.(-) 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'F 126• 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 so a0' 90.0 140.0 80.0 80.0 - - 74" 106-1/4" 111" 126" 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - PJOC74" 63" 60.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - - 74• 80.0 80.0 - 80.0 80.0 - 60.0 60.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BI' 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 80.0 80.0 90.0 140.0 72' 84' 96 108" 120" 36" 80.0 80.0 90.0 140.0 10.0 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" 60.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84" 96' 108' 120" 60" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 1 80.0 - - 72" 84" 96" t08" 72, 80.0 80.0 - - 80.0 80.0 - - 80.0- 80.0 80.0 - - i OPERATING VENTS TO BE 1/4 TO 1 3OF THE WINDOW WIDTH .. ... . . . . . .. P1o. 70592 : NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS)B AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • �O DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • i S • • • . . • FL #20359 "NA Sealed: Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z Wim; O w N MCI (8Nn Q'D F,IIn 0 IL a 4 G Q W RZ0 N a LL N LL Z - U m Z N _ - m 3 (n a 3 O D � Z J FF � � W W N � 22 O V) m = g -*M 10 o 3 J O 0C1J v n d�wJ g Mao 1= m tto I drawing no. W16-26 1BY TYPICAL ANCHORS SEE ELEV. z WOOD BUCK FOR SPACING O] U lmfil o ______ _ _ ____ __ a ; EDGE DIST.______ ______a" e. 8 Q- o METAL 1 I F.B.C. APPROVED DIESTRUCTUREMULUON & MULLION ANCHORS IIISEE SEPARATEAPPROVALi EDGE DIST. I q aEDGE DIST. ' n atNL------ �IC__ ___ __---.� t 8TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS .iSEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACINGNTOR SPACING �WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS-] II It ! !t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �— II II it � � U N ti y WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING m Wt = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END 1/4" DIA. IITRACON BY 'FLCO' (Fu -177 KSI, Fy-155 KSQ 3 � y 0 ISI!I: W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 0 ^ 1-1 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z z END WITH PLASTIC BAFFLE / 3 �i it it THRU 1BY BUCKS INTO CONC. OR BLOCKS o � SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W c0 q i! ii p 1-1 4" MIN. EMBED INTO BLOCKS (JAMBS) i c a ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT / 0 to n W I z AT EACH END AND INSTALLATION SCREWS IN SILL SEALED a F WITH ALUMINUM COLORED SEALANT. DIRECTLY INTO CONCRETE OR BLOCKS p 17 m z W i i I n 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) g Q 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) U" a I I! !! ) < Z } N I ! !! !!114 SMS OR SF F -DRI IN SCREW (GRADE 2 CRS) M p J .M.. i 4 INTO F.B.C. APPROVED MULLIONS II i t I� I�U d' N W J OR m k' t li ii INTO METAL STRUCTURES (HEAD/SILL/JAMBS) c� (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS y I it it ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) i i it ii STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) it ;I 19 It li 9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f is I II I 13 CRITICAL EDGE DISTANCE 0 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. - 14 15 16 INTO WOOD STRUCTURE = 1" MIN. m 2 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS- SG = 0.55 MIN. -- /1 16 3 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. c e I H` JI 28 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 2 o Wt • ••• • • • • • •• 0 26 ) • • • • • • • • X11111111 /�f .EDGE DIST°. I N0. 70582 = e - s TYPICAL ANCHORS " \ • • W BUCK • • • • • ��j •, SEE ELEV. ° TYPICAL •NC&RS • • • • • • • • • ®'• _ drawing no. FOR SPACING EDGE DIST. SEE ELEV. • • • • • • • • • • • iii OP•••• (y;`�• W16-26 FOR SPAMNG• • • • • • • • • • / � • • • • • • • FL #20359 �7isZONAL1�`` sheet 6 of10 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • vEHr WIDTH 1/4' MAX.25 SHIM c O E O 1/4' MAX. SHIMS N Z g 3 m D.LO. 7 24 OPNONAL TO 4 TYPICAL ANCHORS SEE ELEV. Z y "> ted' SPRING LATCH FOR SPACING F� a Z I S 11/2' 24A C C IL o .. -- O 0Cs; QO� 0. o 27 2 h W W n g 0 4 17 D.L.OPG. _ � JamQ0, Z �! Q W - E EXTERIOR iBl' d WOOD BUCKS O WINDOW WIDTH _ U Z m TYPICAL ANCHORSSEE ELEV. FOR SPACING XO LAYOUT f OX OPPOSITE `� to o 3 p Z n 3 1/4' MAX. VENT WIDTH W SHIM O O 25ry 0 , 0, � 1/4' MAX. SHIMS p = r7 M m g O.LO. 7 24 OPTIONALTT-.,, D.L.O.PICAL .LO. ANCHORS SEE ELEV. m 3 I W METAL STRUCTURE SPRING LATCTO H 4 FOR SPACING Z a CD y ^ h EllW 14 / O Qf d J W O i W is is G IJ g 17 4 - 1Y WOOD BUCKS e D.L. OPG. WINDOW WIDTH m TYPICAL ANCHORS G o SEE ELEV. _ _ _ CU LAYOUT� • • 000 • • • • • • • : D C FOR SPACING • • • • • • • • • • • • • • • • • • • • `10\\111111 .� JPO. •'�dg,�''% � 00 see so 0 0 0 90 It I,; .70892 •••• •• ••• • • "�%v • • • • • • • • • • • ®'. 87 E drawing no. ••• % .•• :• FL #20359 7��llll sheet 7 of 10 11 11\\\ Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. METAL I I F.B.C. APPROVED STRUCTURE MULLIONdo MULLION ANCHORS SEE SEPARATE APPROVAL - 9 5 � rSEEI TYPICAL ANCHORS ORS SEE ELEV. FOR SPACING 1/4" MAX. O SHIMS �I L'J ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING N O [qt1/4" _ w � n ' •• ••• • • •• • • • • •• • • • • ••• • INSTALLATION DETAILS W1 fL L � FRSE 0 PER• • • • • ••• •• ••• • • • • • •• • ••• • • • • FL #20359 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r ' a • g C .- hlo.7OS92 ' drowing v no. p.SOP //%.���� ` 1 C�c //Nnn11Y11 sheet 8 -.f 10 Sealed: 1/1212018 Elm O FRAME HEAD O FRAME SILL .062 .528 .250 I I—"f L 1.345--i O SILL TRACK FRAME JAMB 1.189 T— .621 1.49.0626 TYR TYP. VENT TOP/BOTTOM RAIL 2.406 062 F_ TYP. F 1 O JAMB STILE 2.406 1.1� 1.531 VENT INTERLOCK 2.844 — -1162 -jr I - L .660 III -500 1. 409 .881 F—� I0621.1I89 TP. b 13 ADD-ON SILL RISER 09 ITEM I PART QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS REQD. FRAME JAMB 6063-T6 - 5 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT 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 REQD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A MG209 AS REQD. GLAZING BEAD (7/16- GLASS) 6063-T6 - 108 MG210 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 M0305 AS RTEQD. ADD-ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING k 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 W -STRIPPING - ULTRAFAB 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SULLIVAN h ASSOC. 24A 118 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 M0211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL 26- 2/ WDW. 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 EPDM DUROMETER 8035 SHORE A ••• • • • • ••• • • ••• • • • ••• • • a� N I Z P C1. - Z. Mw n � a � coo 0 IL 0t0,m v '5 w 4 oz� 0 0. aW��» L6 J v•_� U o 3 Z t 0 � v c Z z 3 m W � N 0� D C z O M m °0 0 sm V) J az mon d c W io '�•' VCENSF'• :'� i °u •° o i rc No. 70582 • S drawing no. W16-26 Sealed: 1/12/2018 © FIXED MTG. RAIL _ �_I I .500 V 67 .062 I[--1 25 1.000 14 14 .122 1.122- O FLUSH FRAME ADAPTER 28 SILL I;ERT • • • • • • • • • .583 .458 y --y Mi�p• • • • .078 1.421 • • • Y • • • • • .985 I I 781 L .050 .865 .78, 1 .0� .816I5 •781 ,050 865 1.029 25 SPRING LOADED LATCH I I L I--1.096 F-1.096 • • 1-1.•96 • GLAZING BEADS •� 0 • • • 000 • • • • • • • • • • • • • • • FL #20359 ••• • • • • ••• • • ••• • • • ••• • • a� N I Z P C1. - Z. Mw n � a � coo 0 IL 0t0,m v '5 w 4 oz� 0 0. aW��» L6 J v•_� U o 3 Z t 0 � v c Z z 3 m W � N 0� D C z O M m °0 0 sm V) J az mon d c W io '�•' VCENSF'• :'� i °u •° o i rc No. 70582 • S drawing no. W16-26 Sealed: 1/12/2018 I / N I b I • • • • •t• Z w O� �qz • / z / / • Q� ry a Ge o • • • • • • • 1NY N° • 0 0 C4I0��M � • •• •• • • • IL •• ••• • • • ••• v ��M • DaoQgB ° a W��� 4 gw v J�� Qu�mf k' = J ... O (j � � E66ME TOP CORNES VENT TOP/BOTTOM CORNER 3 N o z Z R 3 J w� 10 a �3LLe » /• p oz C� O J M / c 0 U y W 1121 C W O O 1 LI I •. ••• • . . . •• y O • F.AW BOTTOM QOIrJER • • lAi,: ����, o i • ``\`���t so see so 0 0 0 00 EN I _ NO.70582 S • •.. •. ••• • • •.• • t �..�.• ` o° v • • • • I • • •• • • • • . • • • • ® g ION Browing no. FIXED MTG. RAIL CORNER • • • + • • FL #20359 �lll n l„N0 sheet 10 of 10 Sealed: 1/12/2018 •t• • • • • •t• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Summary of Products FL # Model, Number or Name Description 20359.1 Series MG -300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FL 0 59 2 II SS-SAries MC -300 Alum Hor'zontal Sliding Window (I Imo} -2017 DWC N116-76 ndf Verified By: Javad Ahmad PE # 70592 Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-26 for span vs. load Created by Independent Third Party: Yes Evaluation combination and installation details. Reports FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding Window (I -MI) -PAE 2017,Od Created by Independent Third Party: Yes 20359.2 Series MG -300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FL20359 R h S -Seri S MC 00 Alum Hol-67nr t,l �I' i' Wlndow(SMIi-2n17 DWG w16- 8 odf Impact Resistant: Yes Design Pressure: +90/-140 Verified By: Javad Ahmad PE # 70592 Other: See attached drawing W16-28 for span vs. load Created by Independent Third Parry: Yes *see Evaluation Reports • • combination and installation details.• • • • • • FL20359 R AE SS -Series MG -3(W g� o ' ental Sii— di Window(_SMI) -P4f`7017 odf Created by Independent Third Parry Yes• • 0060 Sack aunt • • • • • • Contact eTallahassee• • • • X11 :: 260] Blair Stone Road 9 phone• 850-487-18 4 • • • • foe* The State of Florida is an AA/EEO employer. Coovriaht 2007-7013 Stat of Florida ;: Pnvacv Statement ;; gccesslb111��Gta ��: •.fund t. _ tatempnt • Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public-rec&ds reques? do not s r• mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.195. *Pu�uan[ to Se�jo�n�5�.�75p (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an 95. aPdrei5 If they have one, The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not iii to rebssuspIf a they have one, The 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, #.S., psoas• click here . Product A • • • rt -1 Accepts: 7-7 Iva I t <!L 0 - Credit Credi( Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH 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 Drawines # W16-26 FL 20359 Date: 01/08/2018 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requr-erradyrlts. �`••• The above maximum parameters do not occur simultaneously. •••.•• .... See installation drawings for combination of span vs loads. •••o•• • Comparative analysis used X Yes No • ••••• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS- 6690 TEST' ,DESCRIPTION,;: TEST'LOCATION 'TEST REPORT: TEST • • • Test • • • ` v DATE REPORT ••;`*aled:by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortelilfvi• Leakage Laboratory, Inc. •. • •. • ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega. Wt. 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 Testa _..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: Javad Ahmad PE # 70592 T;.,F'oF`" Al-Farooq Corporation EB # 3538 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 alfar000C@afceng.com (2) ADDL. ANCHORS--------- 74" -- SEE CHART WINDOW WIDTH -' ON SHEET 4 (4) ANCHORS TYP. /SILL-��-AT A1iG. STILE ENDS F�a'7�� AT 4" O.C. FALSE UNR UNS CORNERS `-� \\�� —(SURFACE APPLIED) i'1 / MAY BE USED II I u I � II II M1 _-II II 1 M z O I •/ 1 'I II �� 11 I I 32 3/e32 3/e' a z 43 3/8" — U.L. OPG. 0. L. OPG, e'er D.L. OPG. 37 3/16" TYPICAL A110N 48 3/16" �— VENT WIDTH VENT WIDTH TESTED UN[TS_ �,f=jB MG-300�e WINDOW MOTH AW-MINUM NOft[ZONTALH0R[ZONTAL SLIDING WINDOtiY (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER —ATMic. snLE ENDS CHARTS SHOWN ON SHEETS 4 & 5 ` % AT 4" O.C. A.L. ANCHORS ii u SEE CHART C7 - CT — \ (4) ANCHORS r ATMTD. STILE ENDS AT 4" O.C. CORNERS 7 11 11 - ( = n o _ _ I 1 _ _ n u i n II p z o I11I II it 11 u 1i ==vr_cccar--= II II N II 'j �6J 11 If 11 6 II I u I � II II M1 _-II II 1 M z O I •/ 1 'I II �� 11 I I 32 3/e32 3/e' a z 43 3/8" — U.L. OPG. 0. L. OPG, e'er D.L. OPG. 37 3/16" TYPICAL A110N 48 3/16" �— VENT WIDTH VENT WIDTH TESTED UN[TS_ �,f=jB MG-300�e WINDOW MOTH AW-MINUM NOft[ZONTALH0R[ZONTAL SLIDING WINDOtiY (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER —ATMic. snLE ENDS CHARTS SHOWN ON SHEETS 4 & 5 ` % AT 4" O.C. A.L. ANCHORS ii u SEE CHART 6' MAX. HEAD/SILL k(l) ON SHEET 4 \ (4) ANCHORS r ATMTD. STILE ENDS AT 4" O.C. CORNERS E A\ - ( II I u I � II II M1 _-II II 1 M z O I •/ 1 'I II �� 11 I I 32 3/e32 3/e' a z 43 3/8" — U.L. OPG. 0. L. OPG, e'er D.L. OPG. 37 3/16" TYPICAL A110N 48 3/16" �— VENT WIDTH VENT WIDTH TESTED UN[TS_ �,f=jB MG-300�e WINDOW MOTH AW-MINUM NOft[ZONTALH0R[ZONTAL SLIDING WINDOtiY (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER —ATMic. snLE ENDS CHARTS SHOWN ON SHEETS 4 & 5 ` % AT 4" O.C. 32 3/8' 48_1/8- D.L. 61/8" D.L. OPG. D. L. OPG 37 3/16" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED m U (n a C 3 0 cD 43 3/8- z J D. L. OPG. 0��T S I C) a M m THESE WINDOWS ARE RATED FOR LARGE & SMALLMISSILEIMPACT. SHUTTERS ARE NOT REQUIRED. I l y a 1i a a r'1 O J v I I 12� W J �DO'2 r 1 APPROVAL APPLIES 10 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 MULUONS 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). x t0 TOY OR 2BY WOOD BUCKS k DUCK FASTENERS BY OTHERS, MUST BE m DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS 3 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 L040•DU6AY%4 IjCRWE IS•USED•It4 JESIGf•(I W ANCHORS INTO WOOD ONLY. ALIOSHIMS TO 'E HIGH •APAS•.T, •ON!•MEGkU* AND NON-COMPRESSIBLE. "AAL INING N :11TE17 �TSTIFIETAL SCREWS, THAT -- REW� , HPu� GTAF„ 17 Fy 1DlyB 6. 1& OPTED NSTANDAROS. THIS PRODUCT APPROVAL IS GENERIC A14D DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY a m W OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUI4D OPENING FOR Y WATER INFILTRATION RESISTANCE ETC. arc C•NDRI** •10T SHOW IN All• •RAMNG•ARE TO BID ANALYZED SEPARATELY, •4144T0 a& REVIEWE•B*BUILW4G OFFICAL. • • VTaRE�EVA ,Li:OS Br RIVB ILDING CODE. }gYFSJIOCATION NGCO PE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;A- CONTRACTOR 10 DC RESPO`SIULE FOR THE SLLECTION. PURCWIE AND WSTAL TION OF THIS PRODUCT EhSEO ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE TROIA THE CONDRIONS MAILED 1 ON THIS DOCUNENr. E- THIS PRODUCT EVALUATION DOCUN-1UT WILL BE CONSIDERED NYAUO IF ALTERED BY Atr 1 MEANS. C-SRE SPECIE PR K OJCCTS SMALL BE PP.CAAP,- _C DY A ROPtL`.t REGISFEREO END Fir OR MEIi1rEt1 TIK.CN tYLL RECON,- ITT Er4Wr.R OT RCCORC (E,O.R.) FOR THE PROJECT ANU 1110 WILL BE RESPONSIB:E FOR THE PROPER USE OE IHE P.E.D. ENGPIEER OF RECORD, ACTING AS A OELECAfED ENGINEER TO 110. PEO. FNCINEER SI+ALL SU3LAT TO INS LATTER TME U, SPECIFIC ORAMITC5 FOR ML Cll. - 0 -"IS P.ED. Sr tL BEM THE DAIE AND SFA, A`IO SICNATUr F. OF THE PROFESSIONAL EIICINEER OF RECORD THAT FP,EF, M IT. FL #20359 -- �y\\•y`yF 1 fjl� /s AAA/ a 1 (( FF0�7C5A2 (� _I Seated: 1/1212018 m) o m • 0 2 o � a drawing no. W16-26 ii u 71._ V n _ _ I 1 _ _ it 11 u 1i II M A.u -•F---��-----1r 'j �6J 32 3/8' 48_1/8- D.L. 61/8" D.L. OPG. D. L. OPG 37 3/16" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED m U (n a C 3 0 cD 43 3/8- z J D. L. OPG. 0��T S I C) a M m THESE WINDOWS ARE RATED FOR LARGE & SMALLMISSILEIMPACT. SHUTTERS ARE NOT REQUIRED. I l y a 1i a a r'1 O J v I I 12� W J �DO'2 r 1 APPROVAL APPLIES 10 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 MULUONS 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). x t0 TOY OR 2BY WOOD BUCKS k DUCK FASTENERS BY OTHERS, MUST BE m DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLIED PRODUCT LOADS 3 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 L040•DU6AY%4 IjCRWE IS•USED•It4 JESIGf•(I W ANCHORS INTO WOOD ONLY. ALIOSHIMS TO 'E HIGH •APAS•.T, •ON!•MEGkU* AND NON-COMPRESSIBLE. "AAL INING N :11TE17 �TSTIFIETAL SCREWS, THAT -- REW� , HPu� GTAF„ 17 Fy 1DlyB 6. 1& OPTED NSTANDAROS. THIS PRODUCT APPROVAL IS GENERIC A14D DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY a m W OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUI4D OPENING FOR Y WATER INFILTRATION RESISTANCE ETC. arc C•NDRI** •10T SHOW IN All• •RAMNG•ARE TO BID ANALYZED SEPARATELY, •4144T0 a& REVIEWE•B*BUILW4G OFFICAL. • • VTaRE�EVA ,Li:OS Br RIVB ILDING CODE. }gYFSJIOCATION NGCO PE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ;A- CONTRACTOR 10 DC RESPO`SIULE FOR THE SLLECTION. PURCWIE AND WSTAL TION OF THIS PRODUCT EhSEO ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE TROIA THE CONDRIONS MAILED 1 ON THIS DOCUNENr. E- THIS PRODUCT EVALUATION DOCUN-1UT WILL BE CONSIDERED NYAUO IF ALTERED BY Atr 1 MEANS. C-SRE SPECIE PR K OJCCTS SMALL BE PP.CAAP,- _C DY A ROPtL`.t REGISFEREO END Fir OR MEIi1rEt1 TIK.CN tYLL RECON,- ITT Er4Wr.R OT RCCORC (E,O.R.) FOR THE PROJECT ANU 1110 WILL BE RESPONSIB:E FOR THE PROPER USE OE IHE P.E.D. ENGPIEER OF RECORD, ACTING AS A OELECAfED ENGINEER TO 110. PEO. FNCINEER SI+ALL SU3LAT TO INS LATTER TME U, SPECIFIC ORAMITC5 FOR ML Cll. - 0 -"IS P.ED. Sr tL BEM THE DAIE AND SFA, A`IO SICNATUr F. OF THE PROFESSIONAL EIICINEER OF RECORD THAT FP,EF, M IT. FL #20359 -- �y\\•y`yF 1 fjl� /s AAA/ a 1 (( FF0�7C5A2 (� _I Seated: 1/1212018 m) o m • 0 2 o � a drawing no. W16-26 111 7/8"''- --- — WINDOW WIDTH �7i N i (4) ANCHORS e 6" MAX' AT MTG. STILE ENDS HEAD/SILL J1 / _ l �AT CORNERS 4" O.C. _- FALSE MUNTINS Z r ry W I 6 - (SURFACE APPLIED) O r- n ,•q z MAY BE USED F w a L y f T a N O OJ O t'� ro �j Wry ,Vt 7 —I1 I �j t/D�_ %� JD In e o n rI 13i i o LL Z UI _ O1 Juoo¢ jI i IIn I tu (� I 1 i � 6 —T I— -i—,- r - =� --— - N iQ o 0 32 3/8' 32 3/8" 0 (3 C] 0 i U Z 37 3/16" 37 3/i6" I j 3 VENT WIDTH VEM Y/IDTH ¢ �rj W O e 127 5/8" —_—._ i j Oq m m WINDOW WIDTH J 6" MAX (4) ANCHORS i N 3 I`' $ SAT MTC. STILE ENDS HEAD/SILL 1 i AT 4" O.C. l z CORNERS I _ _ / FALSE MUNTINS o . V' 0 n 6 (SURFACE APPLIED) I I) N MAY BE USED cI W MA JI F=__ 7 a /,I a �`� 11 Z m La 0 .n O m � ha I I I II 11�fo II 11 6 �___-- 4 ____ ,_t _ __—�____.__ x__41 • • • • • • • • • • /.` 'y':f' ��c=:NyF•".ris %�� � p 1 v - -- 0� eaa.7DSM o y a u _ 32 3/8" O.L. OPC. D.L. OPG. I D.L. OPG. 37 3/16" _ It 37 3/16" • • • • • • • �� TF • _� ` ( drawing no. - ---- r-• '•• i• • i • f •• ���,i+7'�'`z >j,.f ....R.1. DI': ''�' \=�''� � ----26'1VENT MOTH VENT Y11DTH •••YPI�PL EEM19 IWTEDUNITS • • • W16 II. #20359 �!uun1�1�' (sheet 2 of 101 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" HEAT STREN'D, CLASS 090' Interloyer Trosifol PVB By Kuraray America, Inc.' F-3/16" HEAT STREN-D. CLASS O /4 POINTS ON LRES WIDER THAN 36" ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS -1/4" NR SPACE 3/16" HEAT STREN'D. CLASS .090" Interlayer Tr9sifol PVB By K—ray Americo, Inc.' 1-3/16" HEAT STREN'D. GLASS F SILICONE %DOW 795 I�7 / \ 29 AT 1/4 POINTS ALL SIZES GI4SS TYPE •RI' 7/8' OVERALL INSUL. LAM. CLASS _._ CLAZING OPTIONS _LLL-ae SPACE CONSISTING OF, 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' LSS a. Inc: 'REN'D. GLASS �I 29 A7 I/4 POINTS ON I.ITF.S WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL WA. GLASS -1/8" TEMP. CLASS �-1/4" AIR SPACE --3/16" HEAT STREN-D. CLASS .090" Interlayer SentryGlas Vey Kuraray Americo, Inc.' � 3/16" HEAT STREN-0. CLASS SILICONE 3 L /-DOW 795 1/8" HEAT STREN'D. GLASS W 090" Interloyer r Trosifol PVB t By 'Kuraray America, Inc.' ' -1/8" HEAT STREN-D. CLASS -1/8" TEMP. GLASS a SILICONE m DOW 795 Z_ 6" HEAT STREN'D, CLASS 090' Interloyer Trosifol PVB By Kuraray America, Inc.' F-3/16" HEAT STREN-D. CLASS O /4 POINTS ON LRES WIDER THAN 36" ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS -1/4" NR SPACE 3/16" HEAT STREN'D. CLASS .090" Interlayer Tr9sifol PVB By K—ray Americo, Inc.' 1-3/16" HEAT STREN'D. GLASS F SILICONE %DOW 795 I�7 / \ 29 AT 1/4 POINTS ALL SIZES GI4SS TYPE •RI' 7/8' OVERALL INSUL. LAM. CLASS _._ CLAZING OPTIONS _LLL-ae SPACE CONSISTING OF, 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' LSS a. Inc: 'REN'D. GLASS �I 29 A7 I/4 POINTS ON I.ITF.S WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL WA. GLASS -1/8" TEMP. CLASS �-1/4" AIR SPACE --3/16" HEAT STREN-D. CLASS .090" Interlayer SentryGlas Vey Kuraray Americo, Inc.' � 3/16" HEAT STREN-0. CLASS SILICONE 3 L /-DOW 795 1 D W TA�/4POINTS ON LITES R THAN 36" ONLY ' 4 SJ18"'OVERALL"LAM,• 01755 -1/8" TEMP. GLASS - 1/4" AIR SPACE 1/8" HEAT STREN'D, GLASS { .090" Interloyer 11 Trosifol PVB �By Kuraray Americo, Inc. rl/8" HEAT STREN'D. GLASS • • • 00: SILICONE z m \ [DOW 795 3 • ••• • • • N • • • •• • . . • • . • • • • ••• • • • • • • • 0 0 0 .. . • • • • • • • 10 \ / 29 AT 1/4 P0114TS • • • • 0:0 •• • • • • • • • • • • • • • • • • • • • • • ••• • ALL SIZES GLASS 'rYPF�At' 11/16" OVERALL INSUL LAM. GLASS ... 6" HEAT STREN'D, CLASS 090' Interloyer Trosifol PVB By Kuraray America, Inc.' F-3/16" HEAT STREN-D. CLASS O /4 POINTS ON LRES WIDER THAN 36" ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS -1/4" NR SPACE 3/16" HEAT STREN'D. CLASS .090" Interlayer Tr9sifol PVB By K—ray Americo, Inc.' 1-3/16" HEAT STREN'D. GLASS F SILICONE %DOW 795 I�7 / \ 29 AT 1/4 POINTS ALL SIZES GI4SS TYPE •RI' 7/8' OVERALL INSUL. LAM. CLASS _._ CLAZING OPTIONS _LLL-ae SPACE CONSISTING OF, 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' LSS a. Inc: 'REN'D. GLASS �I 29 A7 I/4 POINTS ON I.ITF.S WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL WA. GLASS -1/8" TEMP. CLASS �-1/4" AIR SPACE --3/16" HEAT STREN-D. CLASS .090" Interlayer SentryGlas Vey Kuraray Americo, Inc.' � 3/16" HEAT STREN-0. CLASS SILICONE 3 L /-DOW 795 hta. 7C592 •. ^ AT OF {�/ drawing no. C` '•.zDRLDP,f-a"~'."ti.r IW16-26 FL #20359 Sealed: 1/12/2018 10 TAT 29 1/4 POINTS ALL SIZES 7/8" OVERALL INSUL. LAM. GLASS • • • 00: •• • • • • • •• • • • • ••• • • • •• ••• •• • • • •• • ••• • • • • ••• • • • • • • • •• • . . • • . • • • • ••• • • • • • • • 0 0 0 .. . • • • • • • • 0:0 •• • • ••• • • • • 0:0 •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • hta. 7C592 •. ^ AT OF {�/ drawing no. C` '•.zDRLDP,f-a"~'."ti.r IW16-26 FL #20359 Sealed: 1/12/2018 DWLOADCAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF OM OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) SGLASSTYPES GUSS TYPES GLASS TYPES GLASS n*T GLASS TYPESGLASS TYPES GLASS TYPES GLASSTYPESGU55 TYPESFRAA(E DINS.' B' k '81' 'C' k 'Cl' EIiAME DI513. 'A' & 'Al' '0' k 'BI' 'C' k 'CJ' FRAME DIMS. '0' k '81' 'C' k 'C7' F'RAME DIALS. 'B' k '81'''k'Cl'WIDTH HEIGHT(-) EXT.(+) INT.(-) EXT.(+) INT(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INi.(-) Q Z 28-1/2" .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 90.0 110.0 54' 80.0 80.0 90.0 _74_0.0 f W m 7 37' .0 80.0 _80.0 90.0 740.0_ 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 dr a 53-i/8' 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 83-1/4" 26" 80.0 B0.0 90.0 140.0 72' 24" 80.0 80.0 _90_.0 140.0 � 00 �. m cc 63" 26" 80.0 80_0 80.0 00.0 90.0 140.0 60' 24" 80.0 80.0 80.0 00.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 140.0 81" 60.0_ 80.0 90.0 140.0 a N 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 Q; Q � 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 9-11/18 38-3 8' 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 0 G N 98' - 00.0 80.0 90.0 140.0 96' 80.0 80.0 90.0 140.0 83-7/4' / 80.0 80.0 90.0 140.0 63' 80.0 80.0 90.0 140.0 V 0 17 28-1/2 80.0 _80.0 80.0 60.0 90.0 140,0 24" 80.0 80.0 80.0 00.0 90.0 140.0 94-1/4` 80.0 80.0 90.0 140.0 72' 36' 80.0 _ 80.0 v90.0 140.0 O 0 O Q .o+ 37" 80.0 80.0 80.0 80.0 90.0 140.0_ 36' 80.0 80.0 80.0 80.0 90.0 740.0 55-1/2" 80.0 80.0 90.0 140.0 Bt" 80.0 80.0 90.0 140.0 0 7 53-1/B" 80.0 80.0 80.0 80.0 90.0 tg0.0_ 46' 80.0_ -so .0 80.0 _80.0 90.0 140.0 9-11/i6 80.0 _00.0 90.0 140.0 90` 80.0 80.0 90.0 140.0 IX z0 r _ _ _ 50-5/8" Q 63" JB-3/8" 80.0 80.0 80.0 80.0 90.0 140.0 60" 36" 80.0 B0.0 80.0 80.0 90.0 140.0 83-1/4" 80.0 80.0_ 90.0 140.0 54" 80.0 60.0 90.0 140.0 4 z _ n 74' 80.0_ 80.0 _80.0 80.0 90.0 140.0 72' 90.0 _ _80.0_ 00.0 80.0 90.0 140.0 94-7/q' B0.0 B0.0 90.0 121.4 63' 80.0 B0.0 90.0 140.0 J V Q 84" 80.0 aD.O 80.0 80.0 90.0 140,0 Bq" 80.0 80.0 80.0 80.0 90.0 1f0.0 55-1/2' B0.0 _80.0 _ _ 90.0 110.0 72' 48" 80.0 80.0 90.0 140.0_ Q w 96' - - 80.0 80.0 90.0 140.0 96` - - 80.0 80.0 90.0 140.0 9-11/16 63' 80.0 00.0 90.0 111.5 81" 80.0 �.0 90.0 140.0 T----� 28-1/2" a-... 0 _80.0 80.0 90.0 140,0 24' 8_0.0 _ 80,0 8_0.0_ 80.0 90.0 140.0 83-1/4" 80.0 80.0 90.0 97.5 90' 80.0 80.0 90.0 I40A 37" 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 54" 80.0 80.0 90.0 140.0 Z N 53-1/e" 0 80.0 80.0 90.0 140.0 4B" 80.0 00.0 80.0 80.0 90.0 140.0'74 800 800 62.2 86.4 63" 80.0 80.0 90.0 140.063" 50-5/B' 80.0 80.0 90.0 140.0 60' a8' 80.0 80.0 80.0 80.0 90.0 140.0 72"60"80.0 80.0 90.0 740.0 p74' 0 80.0 80.0 90.0 140.0 72" 00.0 80.0 B0.0 B0.0 90.0 140.0 et" 80.0 8-- 90.0 117.0 3 '�� SO _ _ __ _ 80.0 80.0 90.0 138.7 g4" 800 80.0 80.0 80.0 90.040.090" - 90.0 102.480.0 80.0 90.0 121.4 96" _ - - - _. 80.0 80.0 90.0 128.0 54' 80.0 80.0 90.0 140.0 o 2fi-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 63" solo 80.0 B0.6 111.9 W 37' 00.0 60.0 80.0 80.0 90.0 140.0_ 36' 80.0 80.0 80.0 80.0 90.0 140.0 72' 72• 80.0 80.0 69.4 96.4 _N 51-1/8' 63" 80.0 80.0 80.0 80.0 90.0 140.0 48' 80.0 a0.0 80.0 80.0 90.0 140.0 _ _ r7 N -�--- Bi' 61.9 85.9 Z 63' _80ft 80.0 80.0 80.0 90.0 140.0 60' 60" 80.0 80.0_ _80.0 80,0 90.0 140.0 O j 74' 60B0.0 _80.0_ 80.0 B0.0 _ _126.5 72' 80.0 BO.O 80.0 80.0 90.0 136.5 Q N 315, 84' 8080.0 80.0 80.0 90.0 111.5 84' 80.0 80.0 80.0 80.0 90.0 117,0 T n 96` _ _ _ _ 90.0 97.5 gg" _ _ _ o 26-1/2" _ _ _ _ 90.0 102.4 O 80.0 80.0 24" - - 80.0 80.0 - 37` - - 80.0 80.0 - - 36' - - 80.0 80.0 - - (� 53-1/8' 74" -- 80.0 80,0 --_-- - _ 48` 72" - - 00.0 80_0 - _0 C---_--� 63" - - 80_0 80.0 - 60' -- -- 80.0 80.0 ____ 74" --1-- 80.0 60.0 72' - - 60.0 80.0 - - 84' 50-5/8' -- __ __ _90.0 140.0 _ 84"__- 96' _ _ _ _ 90.0 140.0oc P 96' 48' 90.0 140.0 " T _ 7a' _ _ _ v - - - .OPERATING VENTS TO BE 1/4 i0 1/3_OF THE WINDOW WIDTH 94.0 140.0 72" - - - - 90.0 140.0 $ I a /�- - 4 0' 84` 63" -- _ - _ 90.0_.. 132.i �- s4' so' ---_-- _ --- --- XO-OR OX' _ _. _ _._ ._ o _ 90^0 140.0 I I 4fi' - - - - 90.0 725.0 `d 4 g fi^ - - - - 90.0 128.0 (1/2W) / OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH NOTE: `^ Ila F 'XO-OR 'OX' GLASS CAPACl7WW.ON THIS SHJQ•ARE • • !'. BASED ON •ASTMS El 300-4W090(3 9EC. GUSTS) • • �',I P q �/ drawing no. AND FLbJI5A BA ILDI G 0 ISSvN • • • • • ��� hl1P?' ��� W 1 6-26 Ayy �1�j -oW • i i i rL #20359 \��� iii iF1il+ 1%�sheet 4 of 1 DECLARiTOQY Si4jEMEN�• DA05 C-21� \, 6-- J Sealed: 1112/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SPIES) GLASS TYPES GLASS fl•PPS 'C' & 'C1' 72" DESIGN LOAD CAPACITY - PSF 80.0 90.0 (XOX SIZES) 84" 80.0 80.0 GL1SS TYPES CLASS TYPES FRAME DIMS. '8' & 'DI' 'C' & 'CC WIDTH HEIGHT El(T.(+) IM.(-) EXT.(+) INT.( - 74" 90.0 80.0 80.0 90.0 140.0 106-1/4' 26' 80.0 80.0 90.0 140.0 111" 90�Qil�4n _80._0 80.0 90.0 140.0 126' 9080.0 80.0 80.0 90.0 140.0 74' 90 80.0 80.0 90.0 140.0 106-1/4' 38-3/8' 80.0 60.0_ 90.0 140.0 _ 111" 90.0 60.0 80.0 90.0 140.0 126" 90.0 80.0 80.0 90.0 140.0 74" 90.0_ 80.0 80.0 90.0 140.0 106-1/4" 50 -5/e' 80.0 -- 80.0 90.0 140.0 I11 " 90.0 80.0 80.0 90.0 140.0 126" 90.0 60.0 80.0 90.0 138.7 74" 90.0 140.0 80.0 90.D 140.0 80.0 90.0 -0.0 80.0 80.0 9D.0 1291 BD.O 90.0 80.0' 80.0 90.0 125.7 126" 90.0 ---r--_ 80.0 80.0 - - 74" - 80.0 80.0- 60.0 06-1/4" 74" _80.0 80.0 72' 80.0_ III' - - 80.0 80.0 -80.0 DESIGN LOAD CAPACITY - PSF (XOX SPIES) GLASS TYPES GLASS fl•PPS 'C' & 'C1' 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.D 9F' 24' __80.0- 80.0_ 90.0_ 140.0 108' 80.0 80.0 90.0 140.0 1 ZO' 80.0 80.0 90.0 140.0 72' 50.0 80.0 90�Qil�4n 108" 84" 800 B00 9080.0 80.0 80.0 90.0 140.0 106-1/4" 80.0 90 90.0 140.0 10B` 80.0 80.0 90.0 14 0.0 1 20 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0_ 140.0 96" 48" 80.0 80.0 90.0 140.0 108" 80.0 _ 80.0 90.0 _ 140.0 120` 80.0 80.0 90.0 140.0 72" 80.0 60.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 60" 80.0 BD.O 90.0 140.0 108" 120" 80.080.0 80.0 Bn.O 90.0 ---r--_ 136.5 72" 80,0 80.0 - - 84" 60.0 80.0 - - 96" 72' 80.0_ 80.0 80.0 - - 108' -80.0 - �- (1/3W) (1/3W) (1/3W) � a I OPERATING VENTS TO BE 1/3 OF THE WINDOW MOTH i OPERATING VENTS TO BE I/,L!C 1/3 OF THE WINDOW WIDTH - I.)(Ox. •• ••• • • • • • •• . .. . . . . ... 0. •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARF • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC! GLOSTS)• • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • DECLARATORY STATEMENT OCA05-DEQ±2.19 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 i S e • s.,l/ ( drawing no. Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XOX SIZES) GIASS TYPES GLASS TYPES FRA.lIE DIMS. 'B' & 'BC 'C' & 'C1' WIDTH HEIGHT EXT. (+) INT.(-) EXi.(+) 74' 72 80.0 80. 90.0 140.0 106-1/4' 26" 80.0 80,0 90.0 140.0 111' 96" 80.0 80.0__ 90.0 140.0 126" 108" 60.0 80.0 90.0 140.0 74 120" 80.0 80.0 90.0 140.0 106-1/4" 38-3/8' 80.0 80.0 90.0 140.0 111" 84" 80.0 80.0 90.0 140.0 126' 96' 80.0�- 80.0 B0.0 74" 108" 80.0 80.0 90.0 140.0 106-1/4" 120" 80.0 80.0 80.0 111" 72" BO.D- _80.0_ 80.0 126' 84" 80.0- 80.0 80.0 74" 96" 80.0 80.0 90.0 140.0 106-t/4' 63' - _---'. 111" 120' _80.0 ^80.0 80.0 80.0_. _ - -- ._ 74",.. 74' 80.0 i OPERATING VENTS TO BE I/,L!C 1/3 OF THE WINDOW WIDTH - I.)(Ox. •• ••• • • • • • •• . .. . . . . ... 0. •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARF • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC! GLOSTS)• • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • DECLARATORY STATEMENT OCA05-DEQ±2.19 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 i S e • s.,l/ ( drawing no. Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XOX SIZES) CLASS TYPES GLASS TYPES FRAME DIMS. D' & 'D1' 'C' & 'CL' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(- 72 80.0 80.0 90.0 140.0 84' _80.0 80.0_ 901 140.0 96" 24' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 1 140.0 72' 80.0 80.0 90,0 140.0 84" B0.0 B0.0 90.0 140.0 96' 36" 80.0 B0.0 90.0 140.0 108" B0.0 80.0 _ 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" _80.0_ 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 48" 80_0 108' _80.0 80.0 80.0 120' 72"- 84' 80.0 B0.0 V 96" 60' 80.0- 108" 80.0-- 120" 80.0 80.0 - 72" 80.0 80.0 - - 84" 72' 80.0 96" 80.0 80.0 - - 108" 80.0 - _-80_n - �- i OPERATING VENTS TO BE I/,L!C 1/3 OF THE WINDOW WIDTH - I.)(Ox. •• ••• • • • • • •• . .. . . . . ... 0. •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARF • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC! GLOSTS)• • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • DECLARATORY STATEMENT OCA05-DEQ±2.19 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 i S e • s.,l/ ( drawing no. Sealed: 1/12/2018 ley WOOD SUCK a e. O 14 O F fa W2 ^ ° a TYPICAL ANCHORS -SEE ELEV. .cam FOR SPACING EDGEDIST. A a Z a m � I TYPICAL ANCHORS ll SEE ELEV. FOR SPACING 11'EEPH01ES: Wl = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE s �ALAN•rs: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. Fr_ METAL I F.B.C. APPROVED I /'-STRUCTURE II MULLION & MULLION ANCHORS II Ii SEE SEPARATE APPROVAL I 7:ACING 3 h TYPICAL ALL ANCHORS ANCHORS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICl1L ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA LILTRACON BY O' (Fo=177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 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 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS OR SFLF-DRILUNG SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063 -TS MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WI1H ALUMINUM TO BE PLATED OR PAINTED) QRITICAL EDGEDI TAN . INTO CONCRETE AIJD BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • • •00 0 00 0 • • • • • • /i !! • • • • • • • 140. To592 • 6 • WOQD BU(iR• • • • �i� •� • IYPKIRL ANCHOR! • • • • • ' ,t'ic S 1T - • I SEE IPLEV. • • • • • • • • \5, ;.r ''(.L RtDq. •'• '\•ti:/ • FOR SPACIN• • • • • • • • •%i ``�0�1 CiT���/ • • •• • • •• • • • FL #20359 ��i��+}• `1��`� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed: 1/1212018 orowmg no. W16-26 P TYPICAL ANCHORS -SEE ELEV. FOR SPACING Fr_ METAL I F.B.C. APPROVED I /'-STRUCTURE II MULLION & MULLION ANCHORS II Ii SEE SEPARATE APPROVAL I 7:ACING 3 h TYPICAL ALL ANCHORS ANCHORS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICl1L ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA LILTRACON BY O' (Fo=177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 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 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS OR SFLF-DRILUNG SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063 -TS MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WI1H ALUMINUM TO BE PLATED OR PAINTED) QRITICAL EDGEDI TAN . INTO CONCRETE AIJD BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • • •00 0 00 0 • • • • • • /i !! • • • • • • • 140. To592 • 6 • WOQD BU(iR• • • • �i� •� • IYPKIRL ANCHOR! • • • • • ' ,t'ic S 1T - • I SEE IPLEV. • • • • • • • • \5, ;.r ''(.L RtDq. •'• '\•ti:/ • FOR SPACIN• • • • • • • • •%i ``�0�1 CiT���/ • • •• • • •• • • • FL #20359 ��i��+}• `1��`� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed: 1/1212018 orowmg no. W16-26 S FOR SPACING -`OX OPPOSrrE SL ANCHORS LEV. !PACING f OR SPAGNG XOX LA}•OUT •• ••• • • • • • •• • • • • • • • • • • • ............ • ••• • ••• • • . . . . . . ... . . • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NCHORS ING z = b� h OZ �N w fi r: N a �oouo O W � M O t % 0t"n VoW� 0 p aoo N Q �z0 w D W W" O _ p J Q W N f r l drawing 1110. '...i'.. W1 6-26 FL #20359 ",;Vde�dPaE �I nI1� % (sheet 7 o110 Sealed: 1/1212018 ---_ T—I METAL F.B.C. APPROVED Is. IAULUON & MULLION ANCHORS EDGE DISI. /STRUCTURE SEE SEPARATE APPROVAL EOCE DIST. 1 < TSEE p - 7 ALT. a¢�m of opo `{ 0 a `SEE E�ANCHORS TYPICAL ANCHORSL ANCHORS Z O N SEE ELEV. LEV. Qw w FOR SPACING FOR SPACING PACINGZ to : o z0 J Q W Qui � v 3 i3 � z Z z o z 3 J W � 81 o { on Y� _ o , i/a' MAX � = � SHIMS CO � J I ¢N¢ � S ALT. { a {I J Z vI o n TYPICAL ANCHORS I O SEE ELEV. I I I� az w -i FOR SPACING I m f ' T- I TYPICAL ANCHORS S 'f2 ,SEE ELEV. o q FOR SPACING a i `u� / r --- - - ..Its! CB) ALT. '� •• ••• • • • • • •• amu' "_�_'---=-• i t • • • • • • • • • /�j1tt T1: 11/f/f jj;` ____ _.�r-ter 5 /.cF .......H�� '� LNSTALLA'1'lUN UC TRIS {P1 H TL_ SjMT 2As E SADAfT R a;.• cFt., .-----i—r - ---- • • • • • • • • • • • • %/` .ta. P0.=sl. '..1 8 � IF • • • • • • '• URtO°. aEDGE 01ST. • • • • • \ a5' •• ��s'�`� W 16-26 • • • i • • i i i • • • i i i FL #20359+U'pvx- ' IIIIV\�• sheet g—D—ft- Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O FRAME HEAD 2.910-- _,. L89-,, 1 062 -.078 TYP. 3.949 3.074 _L FRAME SILL 062 .250 -' f 2. SILL TRACK 2.538 FRAME JAMB 1.189- 1- �T .621 f 1 ass 2 062 TYP. VENT TOP/BOTTOM RAIL PART 5 QUANTITY DESCRIPTION .406 -- -2.406-- 2 .0T362R 11ANF'./SUPPIJER/REMARKS 1 MG203 I FRAME HEAD 6063-T6 - -2 MG301 2S.017 6 89 MG302 _�-_MG303 _-_ _ _I_ SILL TRACK INSERT 6063-T6 - 4 T AS REQD. FRAME JAMB --__-- 6063-T6 - -—_--------_- _ JAMB STILE MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - MG204 1/ VENT FIXED MTG. RAIL L2..40066 L403 1 - 7 MG205 1/ VENT VENT INTERLOCK -1.531-• - MG3D4 VENT INTERLOCK 6063-T6 2.844 MG207_ 062- t'^ 1(�1 6063-T6_ 62 .660 A 00 MG208 _____ _ ___ AS READ. GLAZING BFID (5/16' CLASS) """I f 1.409 0621 789 (,3) ADD-ON SILL RISER T 194-1 -1.969 -- t011 13 ___M 210 M0305 ITEM PART 5 QUANTITY DESCRIPTION MATERIAL 11ANF'./SUPPIJER/REMARKS 1 MG203 I FRAME HEAD 6063-T6 - -2 MG301 _ 1 FRAME SILL 6063-T6 3 . "- MG302 _�-_MG303 _-_ _ _I_ SILL TRACK INSERT 6063-T6 - 4 T AS REQD. FRAME JAMB --__-- 6063-T6 - -—_--------_- _ 5 -6 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - MG3D4 1/ VENT JAMB STILE _ ..__- 6063-T6 _ 9 _ MG207_ 2/ VENT TOP AND _BOTTOM RAIL _ 6063-T6_ 10 MG208 _____ _ ___ AS READ. GLAZING BFID (5/16' CLASS) 6063-T6 _ LOA MC209 AS READ. GLAZING BEAD (7/16' GLASS) 6083-T6 t011 13 ___M 210 M0305 AS RE00. GLAZING BEAD (INSUL WA. GLASS) 606_3_-T6 - AS RTEQO. ADD-ON SILL RISER 6063-T6 - — 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - -15 - MG}22 "—_ 2/ VENT ROLLER fiRA55 16 A1G323 2I VENT ROLLER PIN --- -__ ST. STEEL -----"-------_ 17 f10 X 1' AS REQD. FRAME/VENT ASSEMBLY SCR -WS CRS PH SMS 18 19 /10 X 3-1/2' W222322 2/ VENT FIX. RAILSILL SCREWS (SILL ENO) AS RE00. FIN SEAL W'STRIPPING """---_------ CRS _�--�__--ULTRAFAB PH SMS �_-_--- 22 _ E202 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH E ND _ ZAAIAK SULLNAN & ASSOC. 24A 25 f8 X 5/8' _ MG211 Z/ LATCH_ LATCH INST. SCREIY 2/ VE14T SPRING LOADED LATCH _ ST. STEEL 6063-T6 FH SMS_ ALTERNATE TO SWFEP LATCH 25A _ _ -1/ LATCH LATCH SPRING ST. STEEL - i---_-_-�-- 26 - 2/ WD'N. HI -FLOW WEEPER - PR EFERRED 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 REE. SETTING BLOCK AT 1/4 POINTS EPOM DUROMETER 80±5 SHORE A O Z !A 2 Q� iN It rg ? n�i OWc°,�M a til w u zoo I V p�W'I (y 0 '1 Oaooa 00 0"Oro ll W N o l aZM aw�f� U m _ Z -+ m v N 0 � O H 3 p N � Z co M o J sz�a no 2 l m'0 :E . © FIXED MTG. RAIL 2.786 ------- ---'_- -•11--725 _ __ 4--- F' 7.000 _ -• ._ �o I� - 1 .062= .( Lnjv I r I "1.122 •• ••• • • • • •• " U FLUSH FRAME ADAPTER 28 SILL I�SEPT • • • • • .078 1.421 ^I 5B3 .458 • • i 4 • • • • e I r .98I5 • • 0.. - I T'• • • 0.0 • P10. 7058% i-, < �I \ �! .781 050 865 .781 -.050 .665 .029 � -1.096) �- Y� 1.036., • • �• 1.0•s-�; • • • • f� g 25 SPRING LOADED LATCH • • • • • • • • • \/1'30;'( ....... GLAZING BCAD1 • • • • • • • • • FL #20359 \.• ry �''114Re 11r' --- �11111111 sheet 9'0110 Seated: 1/12/2018 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • I FIXE12 MTG. RAJL cORh R • • • • • • tRA0.20IT4 tiClitEE. . • •• • • • • ••• • .. . .. . ..... • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• `\�.•. 1810 z1 - drawing no. F P'' Wl6-26 FL #20359 sheet — --'—_10 of 10 Sealed: 1/1212018 J/JV/LV I V Florida Building Code Online • , ..a �a.1:GiT. Y itTj.,1A7 SCIS Home ; Log In i User Registration I Hot Topics I Submit Surcharge I Stats & Facts a Y�I ) Product Approval Florid USER: Public User �' - " �"' " -P I M+>rr►Yw .. r Publications FBC Staff BCIS Site Map I Links i Search s Product Approval Menu > Product or Application Search > Application Llst > Application Detail • ' t FL # FL20352-R2 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Medley, FL 33166 • • 000044 Comments Archived r fi ' / r„ Ve Product Manufacturer Mr Glass Doors & Windows Inc. CI 2017.pdf Address/Phone/Email 8120 NW 84th St • • • • Referenced Standard and Year (of Standard) Standard Medley, FL 33166 • • 000044 ••���� (305)470-8284 • •• • ulises@mrglasswindows.com •� :��� �• 1994 0000•• 0000 •+0000 1994 Authorized Signature 0000•• Ulises Senaris • • • �•�••� Equivalence of Product Standards' �••• ulises@mrglasswindows.com • • • • •+0000 R• CSL 1 x 0000 • 0000• Technical Representative 0000•• • • 0000 • • 0000• Address/Phone/Email •• •• 0000 .0000• • • • • • • 0000•• Quality Assurance Representative • • :0000• Address/Phone/Email s . • • • • • • • • • 0000•• • • • • • • • . 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 Javad Ahmad the 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. 1* Validation Checklist - Hardcopy Received Certificate of Independence FL20352 R2 COI SS -Series MG -200 Alum Single Hung WIndow(LMI-SMI)_ CI 2017.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards' C R• CSL 1 x Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNRDbHMHno2Y%2bH6lXuvsa8A4wO5TFJ4PPtQ%3d%3d Florida Building Code Online • ,. _, Product Approval Method •' Method 1 Option D �► "'' -?Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Summary of Products 1 FL # Model, Number or Name Description 20352.1 Series MG -200 Aluminum Single Large missile impact resistant aluminum single hung window. Hung Window • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG -200 Alum Single Hung Approved for use outside HVHZ: Yes Window(LMI)-2017 DWG W16-20.pdf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-20 for span vs. load Evaluation Reports combination and installation details. FL20352 R2 AE -Series MG -200 Alum Single Hung Window (LMI) -EAE 2017.pdf Created by Independent Third Party: Yes 20352.2I Series MG -200 Aluminum Single 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. Small missile impact resistant aluminum single hung window. Installation Instructions • • • i • FL20352 R2 II SS -Series MV200 Alum Sin •dung •• Window SMI) -2017 DWG Ilf 0000 0000•• Verified By: Javad Ahmad PE*04ri992 • • • Created by Independent Thir4l4pnjty: Yes 0 �••• Evaluation Reports • • 0.000• FL20352 R2 AE SS -Series MG 200 Alum tingle Hung ••i• • Window (SMI) -EAE 2017.x••••• 0000 0000 Created by Independent Thh11 PfiRy: Yes •••••• 0000 • 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 :: 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti-aspx?param=wGEVXQwtDqua%2flMZ8n5CNRDbHMHno2Y%2bH6lXuvsa8A4wO5TFJ4PPtQ%3d°/a3d • • • -• •lurk 0 • • •• 090.• 0 0000•• • • • • • • • • 0000•• 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 :: 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: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti-aspx?param=wGEVXQwtDqua%2flMZ8n5CNRDbHMHno2Y%2bH6lXuvsa8A4wO5TFJ4PPtQ%3d°/a3d AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH 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) inctniintinn nrawinoc it W1 r, -7n MAY 0 3 1018 FL 203 "— Date: 01/08/20 8 This product complies with the High Velocity Hurricane Zone (HVHZ) testing reggire:ments. • .... 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/TA3=)• TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Tett • • • • •••• •••• This product complies with the High Velocity Hurricane Zone (HVHZ) testing reggire:ments. • 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/TA3=)• TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Tett • • • • DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-8827 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: AH,,, ` ' No 70592 9 . `�C '?�••ST OF �� Javad Ahmad PE # 70592 '0;- :1 O R p%- **' 4u AI-Farooq Corporation EB # 3538 ON' I-' ;.�``' Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com I alfarooq@afcene.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,"213Y 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. 53 1/8' rvul HE>JUIHEu� olu FOR LOADS 46 3/4. UPTO 80 PSF D.L.O. (VENT) 49 3/4" VENT WIDTH TESTED UNIT MTINS APPLIED) ISED L. ANCHOR REDD. CHART CAPACITY • • • • FL #20352.1 • h CO RA Oft TO at RESPONSIBLE FOR THE SELECTION, PURCHASE AND INS AL ION �F THI• PRODUCT BASED ON THIS PRO CT EVALUATION • PR DEQ ME�SME DOF• NOT DEVIATE FROM THE CONDITIONS DETAILED CN THI$•DOD•uE1•.• 8 -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY MY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED jNCINEER OR ARCHITECT WMN71 WILL BECOME THE ENGINEER OF RECORD (E.O.ft.) FOR THE PRORCT AND •HO WILL BE RESPONSIBLE FOR THE PROPER • U OF THS P.ep. ByCIN`ER OF RECORD, ACTING ASA DELEGATED • EI�INEER iC•iME P.E4 CR TE SMALL SUBMIT TO THIS LATTER THE SITE • SItCIM DAANayI� F� RFYIEW. E -TIS P.E.D. SHALSBEA•THfjDATE AND ORIGINAL SEAL AND SIGNATURE OF •DIE PROFES•gI• ENGIN�R OF RECORD THAT PREPARED IT. crowing _' N W J ��•'ucFaysF'••. ': 3 .70592 •_ � � Sealed: 1/12/2018 • • • • • ••• • • no. I W16-20 Z Mn Qf z" al C U b nor 0 Gu'Ip vo�M �aoQ8 O CNK Q, O Q uI 7 LL ul 11. 2 y - 0 ID a O Q W ME C 23 AT 1/4 POINTS ON LfTES WIDER THAN 36" ONLY 7/_16"_OVERALL _tAM._CIASS -1/8" TEMP. GLASS 1/4" AIR SPACE HEAT STREN'D. GLASS Interlayer \\ SentryGlas �By Kurcray America. Inc.' r 3/16 MEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" Interlayer .090" Interlayer Trosifol PVB SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' r 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS I SILICONE SILICONE m DOW 795 i C 23 AT 1/4 POINTS ON LfTES WIDER THAN 36" ONLY 7/_16"_OVERALL _tAM._CIASS -1/8" TEMP. GLASS 1/4" AIR SPACE HEAT STREN'D. GLASS Interlayer \\ SentryGlas �By Kurcray America. Inc.' r 3/16 MEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' r 1/8" HEAT STREN'D. GLASS I SILICONE /-DOW 795 V 23 AT 1/4 POINTS ON LITES 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 Tr ifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE am SILICONE m DOW 795 in DOW 795 z a� z m ] 16 t i 11 \ 16 li I' If U 0 X. it I! i I II I! i, it I a BB 88 W AT 1/4 POINTS W AT 1/4 POINTS 23 ALL SIZES 23 ALL SIZES — GLASS TYPE 'Al' GLASS TYPE '111' 7/8" OVERALL INSUL. LAM. GLASS 11/16" OVERALL INSUL, LAM. GLASS GLAZING OPTIONS ••• ••• • • • • • 1/4" AIR SPACC CONSISTI;G UF:• • • • • • • • SPACER: • • • • �• • • • • • 'HELIMA' LOW PjOff1E ALUNIINL1M �ACCR • • BY 'LINGERMANN GMBH'• • • • • • • • • • • AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE • 000 DOW CORNIAG #91 • .0. • • • • GE 2000OR • • • • • • • • • • DURASEAL'•FOGE SE:L• SYSTEM • • • • • BY 'QUANEX' • • • • • • • r No. 70592 , ®.' T drawing no. W1 6-20 FL #20352.1 ���A�®®���1���` sheet 2 of 8 Sealed: 1/12/2018 ••• • • • • ••• UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'A' & 'A1' WIDTH HEIGHT EM.(+) 1M.(-) 19-1/8" 26-1/2" 37• 40' 43" 48' 50' 52' 53-1/8" 63• (7) B0.0 140.0 80.0 140.0 80.0 140.0 eo.o 740.0 80.0 740.0 80.0 740.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/B" 26-7/2" 37' 40' 43' 48" 50' sz" 74-1/4' (8) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 EQUAL LITES WINDOWS 80.0 140.0 eo.o 1ao.o WIDTH 7e" (8) 80.0 140.0 80.0 140.0 80.0 140.0 ao.o uo.o 80.0 140.0 B0.0 140.0 80.0 140.0 19-1/8" 26-1/2" 37" 40 43• _ 88 () o b 80.0 140.0 DESIGN LOAD CAPACITY - PSF 80.0 140.0 19-1/8" 26-1/2" 37" 40' 90" (9) 80.0 140.0 80.0 140.0 GLASS TYPES GLASS TYPES 80.0 140.0 19-1/8" 26-1/2" 37• �9) 80.0 740.0 80.0 140.0 80.0 140.0 FIANGE DIMS. 'A' & 'Al' 'B' & 'Bl' Z n n Z Z p a I WIDTH HEIGHT EM.(+) 1M.(-) EM.(+) INT.(-) U ¢ w 0 O 19-i/8" 80.0 140.0 80.0 740.0 80.0 90.0 90' (8) 80.0 740.0 0 rn w 26-i/2" 80.0 140.0 80.0 140.0 80.0 140.0 - - // 19-1/8" 26-1/2` 30" 37' 48' 53-t/8" g6" (g) B0.0 140.0 - - a ? � Z 80.0 740.0 80.0 140.0 - - 90.0 140.0 - - 80.0 140.0 - - Q IL N IL g a 80.0 140.0 80.0 80.0 80.0 60.0 740.0 80.0 80.0 53-t/8• 76• 30' 38-3/8" / 53-1/8' 84' 80.0 140.0 53-1/8" 90" 80.0 140.0 O W 11 U 37' (4) 96' 80.0 140.0 d N 80.0 140.0 80.0 80.0 48• FoFe 80.0 140.0 80.0 80.0 80.0 140.0 B0.0 80.0 53-7/8• � U N r a° - M s 19-1/8" 80.0 140.0 80.0 B0.0 80.0 140.0 80.0 80.0 26-1/2• Q O N 30" 50-5/8" 90.0 140.0 80.0 80.0 37' (6) //. ��0 80.0 140.0 80.0 80.0 a 90.0 140.0 80.0 B0.0 48' Q LL wo ppn Z 4 80.0 140.0 80.0 80.0 53-1/8' w O Q N 19-1/8" 80.0 140.0 80.0 80.0 26-1/2" n O 80.0 140.0 80.0 80.0 30" 63' o _ 80.0 140.0 B0.0 80.0 - U u 80.0 140.0 80.0 80.0 37' (6) O � Z n 4g" EQUAL_L17ES z d 1n 0 80.0 140.0 80.0 80.0 53-7/8' w O r rn 3 z 3 a O 0 60.0 140.0 80.0 80.0 ¢ a 19-1/8" 80.0 740.0 80.0 80.0 z 3 Z ^ 80.0 140.0 80.0 B0.0 26-1/2' 30" 74-i/4' O N W Uoi 4 80.0 140.0 B0.0 90.0 80.0 140.0 80.0 80.0 37' (6) Q V W p 0 = Lw [O 48" O Z - LNC I =MNoo J -, �� t0 Oto N1 ro 80.0 140.0 80.0 80.0 80.0 729.6 80.0 80.0 53-1/8" N 2 Cn `/� Q Np00 z N m .0 N1 J On 19-1/8" 80.0 140.0 80.0 80.0 2 80.0 140.0 80.0 80.0 26-1/2' x 2 1 U h W a 30" 76" m <w U w H cc,)U W < Z B0.0 140.0 80.0 80.0 37" (8) 80.0 140.0 80.0 80.0 Z a O M W N W n O J .. 0 48• N Z 1/) WJQ W IL -A Q'� W W B0.0 140.0 80.0 B0.0 80.0 128.5 80.0 90.0 N w m 53-1/8" w a � o Z m m I= F- U O Q > a C, m 19-1/B' 80.0 140.0 - - 80.0 140.0 - - 26-1/2' � O WIDTH aQ Q Z E r0 80.0 30' 84 a U 00 wNo 3 z C)zw °z zcom<0 `o WIDTH z = /. m�z tvz > N • • n 0 H o >TFFF • / • • • 41 /�, ,,�1qq • � IMEQUAL LITES (ORIEL TYPE) • • • • • • • • i • • • • N. 70592 = i7 • : i7 %�® •• 5 ^ FL #20352.1 t1\\ g • ;pi • UNEQUAL LITS (gj21EL� PL� • • • • • • • drawing no. sheet 3 of 8 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'A' & 'A1' WIDTH HEIGHT EM.(+) 1M.(-) 19-1/8" 26-1/2" 37• 40' 43" 48' 50' 52' 53-1/8" 63• (7) B0.0 140.0 80.0 140.0 80.0 140.0 eo.o 740.0 80.0 740.0 80.0 740.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/B" 26-7/2" 37' 40' 43' 48" 50' sz" 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 eo.o 1ao.o 19-i/8" 26-1/2" 37' 40• 43" 48' 50' 7e" (8) 80.0 140.0 80.0 140.0 80.0 140.0 ao.o uo.o 80.0 140.0 B0.0 140.0 80.0 140.0 19-1/8" 26-1/2" 37" 40 43• _ 88 () 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' 90" (9) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2" 37• �9) 80.0 740.0 80.0 140.0 80.0 140.0 37" aa' 53-1/8" (8) U ¢ w 0 O 80.0 140.0 80.0 740.0 - - eo.o 7ao.o - - 80.0 724.7 - - 79-1/8" 26-1/2" 30' 37' 48" 53-1/8• 90' (8) 80.0 740.0 0 rn w 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 - - 80.0 123.1 - - 19-1/8" 26-1/2` 30" 37' 48' 53-t/8" g6" (g) B0.0 140.0 - - a ? � Z 80.0 740.0 80.0 140.0 - - 90.0 140.0 - - 80.0 140.0 - - 80.0 122.4 - - 53-1/8" 74-1/4" 80.0 140.0 53-t/8• 76• 80.0 140.0 0 53-1/8' 84' 80.0 140.0 53-1/8" 90" 80.0 140.0 53-1/8" 96' 80.0 140.0 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'A' & 'A1' WIDTH HEIGHT EM.(+) 1M.(-) 19-1/8" 26-1/2" 37• 40' 43" 48' 50' 52' 53-1/8" 63• (7) B0.0 140.0 80.0 140.0 80.0 140.0 eo.o 740.0 80.0 740.0 80.0 740.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/B" 26-7/2" 37' 40' 43' 48" 50' sz" 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 eo.o 1ao.o 19-i/8" 26-1/2" 37' 40• 43" 48' 50' 7e" (8) 80.0 140.0 80.0 140.0 80.0 140.0 ao.o uo.o 80.0 140.0 B0.0 140.0 80.0 140.0 19-1/8" 26-1/2" 37" 40 43• _ 88 () 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' 90" (9) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2" 37• �9) 80.0 740.0 80.0 140.0 80.0 140.0 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'B' & 'B1' WIDTH HEIGHT EM.(+) INT.(-) 19-1/8" 26-1/2" 30" 3z" 36" 37" 46" 48" 53-1/B" 50-5/8' (fi) 80.0 80.0 80.0 80.0 80.0 80.0 90.o ao.o 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" 38• 37" 46' _ 63 (6) 80.0 B0.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 19-t/e• 26-1/2" 30• 32" 36" 37' 74-1/a" (8) eo.a ao.a 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/6" 26-1/2' 30` 32" 36" 76" (8) 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" 84" (8) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Sealed: 1/12/2018 • ••••• • • • • • • ••• • • • •• •• 1BY WOOD BUCK de v e q `�11/J O d _ o d s a W1- / IV -1-111 11d TYPICAL ANCHORS d SEE ELEV. FOR SPACING EDGE GIST. a a EDM DIST. I TYPICAL ANCHORS 9 REQD. FOR LOADS ABOVE 80 PSF ONLY I I SEE ELEV. I I I I I 20 \ary 12 OPTIONAL To SPRING LATCH IV -1-111 11d d a a de a d a EDM DIST. I TYPICAL ANCHORS < i \ REQD. FOR LOADS ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING U -------------------- N METAL 1I F.B.C. APPROVED I I q e S EDGE STRUCTURE jl MUWON k MULLION ANCHORS II 3 3 o r DIST. I SEE SEPARATE APPROVAL I Z n EDGE DIST. I I _2 F g Q �IE DGEDIST. I g----- O qp ` v N O�n� a 8 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS C C G C ~ SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING QIf ? m LLzN_ 8 WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS J i m 5 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q w m f ~ AND TRANSFER THEM TO THE BUILDING STRUCTURE. ti � z WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING 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 ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 3 R 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) c� THRU 1BY BUCKS INTO CONC. OR BLOCKS z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) = w 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I m P tO 0 M m DIRECTLY INTO CONCRETE OR BLOCKS zo p a I') m 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) to m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a L` 3 < 2 � #14 SMS OR SELF-DRIWNG SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS cg �w OR MEODm 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 o INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. w INTO METAL STRUCTURE = 3/4" MIN. - IBY WOOD AT HEAD, SILL OR JAMBS SG - 0.55 -MIN. WOOD BUCKCONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. m C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ° o ••4 _• • • • • ,n I I 00 L ° .° N p l••'b .•fit, •• • • • v . " \ I • TYINCAL ANCHORS • • • • • • • ,A,1 REOD. FOG LOAC • • • • 1 • • AB•VG BO PS6 . • : • • • • • EDGE DIST. • SEG ELEV. • • • • • • FOR SPACING • • • • • FL #20352.1 de . No.70592 \ r ®•'•• S7 drawing no. W1 6-20 Sealed: 1/12/2018 ••• • • • •• •• FOR SPACING F.B.C. APPROVED MUWON SEE SEPARATE APPROVAL L ANCHORS LEV. PACING 09: : :: :** : : • • • • • • • • • • • • • • •.• • ••• • • ••• ••• •• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4.M7. METAL STRUCTURE a� N b C� n� Qf Z N E irON�o 0 YPICAL ANCHORS O ' N m IEE ELEV. a 'OR SPACING jr p u N F p&co Caber N 0 Q w n aD�Q J W�f� O m m� z Z 3 3 v 0 z � � 3 Z n x W V) Of 0��'m Z N� m 0 N3�a p CJo� n N N W J ��'`�,\GENS • •� •� o 0 AN a N0.70592 -• �® 3 A •��� drowinog no. W1 6-20 FL #20352.1 ff°dll1�`� sheet 5 of 8 Sealed: 1/12/2018 METAL F.B.C. APPROVED STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. i 1 p O I ALT. METAL F.B.C. APPROVED STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING C a C u 0 ° a • • INSTALLATION DE?AILSO WITH 5CU ft;R$MPI ADAPTER O ALT. IN No. 70582 3• i7 ,• T'7 = s ®•' S �` drawiC n ' � ••. IOP •: ` ` FL #20352.1 ��//IIIIIIL�` sheet 6 of 8 Sealed: 1/12/2018 TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. i 1 p 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING C a C u 0 ° a • • INSTALLATION DE?AILSO WITH 5CU ft;R$MPI ADAPTER O ALT. IN No. 70582 3• i7 ,• T'7 = s ®•' S �` drawiC n ' � ••. IOP •: ` ` FL #20352.1 ��//IIIIIIL�` sheet 6 of 8 Sealed: 1/12/2018 48 ��— 2.609—�{ 090 1.876 1 .874 .062 .876 TYP. I� 1.189 --i 2.910 FRAME HEAD O FIX. MEETING RAIL O VENT TOP RAIL im 38 I 1 39 ITEM O FRAME JAMB 14 1.496 e74 MATERIAL 1.189 .062 TYP. 1 II .715 b 1 O VENT SIDE RAIL 6063-T6 1.122 2 1.421 1 .078 6063-T6 .985 3 MG203 1.029 FRAME JAMB 6063-T6 (13) SPRING LOADED LATCH 38 I 1 39 ITEM PART / REpD. 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 RAJL 6063-76 - 7 MG207 2 VENT SIDE RAIL 6063-T6 - 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6063-T6 - BA MG209 AS ROD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 8B MG210 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6063-T6 - 10 MG212 AS REQD. FLUSH FRAME ADAPTER 6083-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 i" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W73231NK000B AS REQD. SIDE RAIL FIN SEAL W'STRIPPING = ULTRAFAS 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 198 MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19.1 /6 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/ LITE SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS -1.189 .090 .500 • • • • • • • • • • • : • • O VENT BOTTOM RAIL I— 2.848 • • • • • • • FRAME SILL • • • • • • • • • • • •• ••• • • • • • • [-2.786{ -1.583r .458-W-"1 -1h-.134 •• • • • •'1• -� .7� 1 .0 65 .78;{ 1 ' .1050 865 .78��Ik096 865 • • • • • • • • .672 I .062I� 1.096 • • • • • • • • •• • • • • • • 10 FLUSH FRAME ADAPTER GLAZING BEADS • • • • ••• • ``V\\11\11111/r7j'' ,\CENSE'•. ® m m o � c O � . _ No. 70.582 = a r ��®• S drowinnggg �����®®���\�\�` W16-20 FL #20352.1 sheet 7770: 8 Sealed: 1/12/2018 14 VENT TOP CORNER 14 A VENT BOTFOM CORNER T FRAME TOP CORNER • •• • 000 . . . • . ••• • • • • ••• • a • • • • • • • • • • drawingo no. FL #20352.1 Sealed: 1/12/2018 2, aw �N $ W N dot � 08 paco�°pdp1 0WN� D O H a 'ZLL., o JZma QWO! �P:••ucEr4sF••.® a v No. 70592 r ��®.' •. � drawingo no. FL #20352.1 Sealed: 1/12/2018