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WS-20-536WS40 *20 4WISS(o Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: W5-03-20-536 -� ^* Permit Type: Windows/Shutters y k)ld,�tClassiftcation: Window/Door Replacement Permit Status: Approved Issue Date: 03/23/2020 Expiration: 09/21/2020 Location Address Parcel Number 1519 NE 105TH ST 12, Miami Shores, FL 33138 1122300530500 Contacts DANNY REYNOSO Owner 1519 NE 105 ST, MIAMI SHORES, FL 33138-2114 FLORIDA WINDOW & DOOR Contractor SCOTT BERMAN Business:5613404300 CAROLANN@FLORIDAWINDOWANDD OOR.COM R Description: INSTALL 7 WINDOWS AND 1 IMPACT DOOR Valuation: $ 12,270.00 Requests: Inspection tion R9 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $2.60 Scanning Fee $12.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $211.60 Payments Date Paid Amt Paid Total Fees $211.60 Check # 8786 03/11/2020 $50.00 Check # 8797 03/23/2020 $161.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula i i zoning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date March 23, 2020 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING F-IPLUMBING ❑ MECHANICAL [:]PUBLICWORKS JOB ADDRESS: 1519 NE 105 Street Unit 1-2 XTERED MA,,R 1 1 2020 BY: 6.._1.1 FBC 201-1 53 (— Master Permit No. W�"'b� r Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2230-053-0500 Is the Building Historically Designated: Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Danny Reynoso Phone#: 786-374-4473 Address:1519 NE 105 Street Unit 1-2 City: Miami Shores State: FL Tenant/Lessee Name: Phone#: Email 33138 CONTRACTOR: Company Name: Florida Window and Door Phone#: 561-340-4300 Address: 1125 N Dixie Highway City: Lake Worth State: FL Zip: 33460 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration #�: C�GC-1509450 Certificate of Competency #: / DESIGNER: Architect/Engineer: �7i ri,l��}f�✓), I—YnI�� /Phone#: Address: 10 Su (2,_A . -9IUiepo City:' 4Vd, V1 State: _Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition �❑■ AEl Alteration New Repair/Replace ❑/ Demolition Description of Work: � 26 Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 14�;) - (:�9 d (Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address City State _ Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on 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 a a reinspection fee will be charged. l� Signature Signature OW GENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20,� by_ day of , 20 by Danny Reynoso who is personally known to Scott Berman o is personally kn wn to me or who has produced n L—.' as me or who has produced as identification and who did take an oath. BLIC: Sign:_ Print: Seal: �.►*r' Notary Public State of Florida Carol A Hammersla My Commission GG 343472 'yja M1 Expires 07/09/2023 ******************* APPROVED BY T; 3L I identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: ��Jr'w� Notary Public State of Florida Seal: 1,1 Carol A Hammersla •:.`�, My Commission GG 343472 ~4p wO Expires 07/09/2023 *************************************************************** Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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: Qualifier/Owner Signature -!'�/o120 �Sr_� Date Print Name - 1125 N. Dixie Highway F owm Lake Worth, Florida 33460 • F: (561) 624-8037 Window &Door (561) 848-7011 Corporate 0 (561) 340,4300 Palm Beach ❑ (954) 990.1800 Ft. Lauderdale ❑ (772) 621-5905 Port Saint Lucie E 1 O (305) 370-3770 Miami ❑ (941) 225-7555 Sarasota ` ❑ (239) 687-7555 Naples 13(813) 475-7555 Tampa O (321) 332-1237 Orlando www.flaridawindowanddoor.com • CGC 1509450 Florida Window, & Dow('SeIW') agrees to Sell and supplycustomer and customer agmas to purchase horn Florida Window & Doorthe hallowing windows and other materials and services on the term and conditions act forth below. ALI items purchased hereunder are covered to the oft, applicable by the LimitedWarranty. Contact subject to measurs, engimedng, city approval and use of elevator to stage and nation product CUSTOMER INFORMATION First and Last Name A F S a Home Phone Number ( ) Sh"t:I Job Address City: M (qn t; S�, torts State:— Zip:1111s- Street: ct SRrtr AS L. Billing Address City: A6V� State: Zip: Mr. Cell (77%) 3 y Mr. Work ( ) Mr. Email r¢ ofo t1JJ00,Gcyn MrsJM& Cell ( ) MrsJMs. Work ( ) MrsJMs. Email HOMEOWNER IN•' • • • Type of Home: ❑ House Condo ❑ MHC Historical District: ❑Yes .❑No Year Built 010 Homeowners Association: Ids CI No / �) %%rLe kit. Community Name: r �lvS Management Company: Hni't.�ur�l,!I,Ia��m�•��rn Name: Company Phone: CUSTOMER• TERMS OF • • Cash Deal Finance Deal Job Total $ $ d 50•/ Deposit $ 40% Payable Upon Product Delivery $ $ 10% Balance Upon Installation $ $ PeminedfbidbeokPallingFinal InspeaCon 1 ($200.00) In the event of a mathematical error, the prices printed on the corroact are the actual prices to be charged. DEPOSIT/FINAL •' • ❑ Cash ❑ Check! Name on Credit C o Credit Card#: Exp. Date: o Your final check if BUYERS RIGHT TO CANCEL ibis is a home e adciatiath sale, and ifyou do not want the goods or services, you may cancel Cis agreement by profit rag w 29n notice b the seller In person, by telegram, or by mail. This notice must ghdicale that you do not was the goods or services and must be delivered or postmarked before midnight of the Csd business day aller you sign this agreement I you cacel t is agreement, the seller n* not keep d a pat d any cm h down p*rwC.' THS CONTRACT CONSISTS OF THE FRONTAND BACK OF THIS PAGE INSTALLATION CHECKLIST 1 No verbal agreements are recognized. All terns must be in writing on the commot and specification sheet Into... We require at least 2 telephone numbers and an small address from every TContact customer. Please agree to provide this information and the beet phone numbers to contact you during working hours ("). 3fProject Coordinators... You will be assigned your own Project Coordinator who wig be responsible to schedule the dales of your measure, Installation and municipal Inspections. Your Project Coordinator will contact you prior to your installation and let you know the ante your Crew is expected to wive within a four hour time name; for example 8-12, but t does very depending on job location, traffic and material pick-up. 4 Installation time is approximately 8-12 weeks from dale of measure. In the event In which a Home Owners Association (HOA) approval is required to Installation will approximaeely occur w ith in 8-12 weeks of'S91W being notified of the approval by de HOA in writing. Should contract include special order gems, patio enclosures, construction, Historical Board Approval, architectural renderings or she specific engineering the approximate Instalarbn date win be within B-12 weeks of approval by the municipality. 5 Ineugation dates are weather pernllting, we use local weather reports as our guide due o IneNAatbn reams using power tools. We use are beet judgment to encore the safety of our Crews and Staff. t your installation is canceled for any reason other than wester we will your gladly leave you a of $100.00 for you inconvenience. 6 A responsible adult 18 years or older must be at the Installation site at the beginning and the and of the job. The head installer will do a walk around with you prior to Strting work to assess any existing damage, larrdscaping, or any property that could be affected by the construction. He is available to answer arty questions you may have at that time. The head Installer is also requited todo a post Inspection when the job is completed. We ward you to make am that we exceeded your expectations, so go over the job very carefully. If there Is anything that needs to be addressed, he willbe able o take care of It or ensure that any necessary parts are reported and ordered. Your balance due is payable by cash, check money order or credit card. If you are using our financing program a completion slip may need to be signed. Your Installer will reed to collect at the end of the job based on payment schedule of the job. 7 Installation Team... We only use authorized Florida Window & Door installers. All work is guaranteed by Florida Window & Door, so you never have to worry. 8 Power... Installers will need to use your electricity. They do not carry generators. I agree to supply access to my power. 9 Children and pets... Please provide a sate location away from the area during the installation Process. Installers use power tools and we don't want anyone hurt 10 Rotted wood is beyond our control. If we do find rotted wood, there will be additional charges or replecing It It is small don't worry, we got its Your project coordinator will notify you t this happens at the star of the job. ' 11 We will obtain all necessary window, door, and shutter permits, site SWft engineering, architectural renderings when applicable and information required by the municipality. The Customer will be responsible to sign, notarize and return ali permit documents and provide the Homeowners Association contact information and when applicable assist us in the submission of the application to the Association. Customer acknowledges length of dime Ito manufacture the product and submission of perm will be dependent on the timely return of at documents, the Association approval, site specific engineering. archtecasal renderings and any otter items or approvals required in order to submit the permil to the municipally. As a result the Homeowner acknowledges and agrees that the permit may be Submitted to the ms iCiPalty by'Selen' beyond tie 30 days as required in A. StaL 489.128 and House Bill 7125. Any delay associated with the Customer falling to ream or provide signatures of other necessary Inormatbn shell not be the responsibility of the "Seller' 12 Financing... If you are financing your balance, Florida Wallow and Door's Finance Department will rofffy you of your ban approval. We will work hard with to hence companies to get your ban approved. however, sometimes term may charge based on larding requirements. The Finance Company may also require you to provide additional information andbr put additional credit reports prior to the final approval of the ban. Your ooperation will expedite to process. Financing may add additional time to the Stan of your Project due to additional information being needed or documents executed. Changes In credit istory may void the tome and conditions of the contract. 13 When you Installation Is in process there will be dust and debris. Our Iretellatlun Teams cote do their best to avoid this from happening. But occasionally it does happen as a rewk'Seller' cannot be responsible or any damage to landscaping or professional cleaning. 14 DumpstarrStorege... Under no circumstances do we leave job debris on your property. We remove everything for safety reasons. Please do not ask our representatives if you can keep scrap. Dumleters are not br customer use. We must be given a suitable place to work and afore material. In the rare occasion, that mere is not storage or work area available we will utilize storage containers bid that will be dons at additional expense to you. 15 Wood... We do not replace wood framing, moldings, casing or sops on your windows and doors. We reuse the existing. In chain situations we do make replacement moldings available for purchase at additional cost which can be added to your work order. however, intricate or historical molding designs may require a finished carpenter to replace and will be the responsibility of the Customer. 1 Construction Concerns... We do NOT do any painting or staining to existing structures or fiberglass doors. Sometimes, plaster, drywall, or stucco may crack or be damaged during installation. We will repair the affected arena and prepare them for paint. Additional sW= and drywall repair that is considered beyond minimal or is outside the Scope at the contract and requires a professional tradesmen to complete is not included in this contract and will be the responsibility of the Customer. 17 Grids/Privacy Glass... If you ordered grids on your windows, the patterns will be same as what is existing mess otherwise specified on your Specification sheet Privacy glass will be based on what is designated on the Specification sheet. 18 Screens... Hat Screens are standard on our windows. 19 window TreebnentsiFumiture... We require that you remove all window, treatments prior to your installation. We do not take down or reinstall any window treatments. In the event window treatments are not removed we take no resporralblaty for their condition after removal. Most window treatments will fit after installation of new, windows and doors however, this is not guerardeed. We do not move furniture. Please move fu d re and valuables at least Oft. from work area in order to Safeguard your properly from damage and allow our crews proper access to work area 20 Hurricane Shutters... In circumstances In which we remove hurricane shutters, we will not reinstall gem. We do not guarantee attar a window or door installation that the shutters will open and close without additional modification, service or maintenance being Performed by a shutter service company. We remind you that working conditions of a slitter eye*. are dependent on age, proper maintenance, and type of Shutter. it is the responsibility of the Customer to replace all flooding, and fill any applicable holes as a result of removal. Alarm contacts... Will not be reconnected. As you must be a licensed alarm company to work an alare. Seger will leave the wires exposed when possible and your alarm company will need to come Out and reconnect them. 2 Customer understands the and details and time flames as outlined In my Installation Checklist a received a copy Please Start my order in accordance with the time frame provkW. IN WITNESS WHEREOF the parties have here unto signed their names) this t 1 day of / ((! 201 Gaenerrvlroasewaepreer,exrmxatlrwwsaarmrocisasasreuar>trmabewnpaaes,aumaeremwrssaxNraarmoa M g PAINT PRACTICES o'rp4poma1lt4trarydlAe arrrodtWFpearwx Jaa.gamsxmrymrb tavpMaenams mxMedaimie0"try wlvuseSaxs dQBra'"aarps0 trDtnQ°""'a°°to ' natl0y�0AN/ etlat"rBAdepAp8n0n�°LEAD SAFE PAINT PRACTICES customer hereby acknowledge reoeiptofacopy daeyesnsxero sa+s4addvfetayydatrggmmnt Cla'mnen'rAaaoayraxleoprnefMaSexarnary >rtmw/dMlanr n ramrm„ of the pamphlet 'Renovate Right: Important Lead Hazard Information for families, child care providers and schools', Informing me/us of the potential risk of lead hazard exposure from Custom renovation activity to be performed in mylour home. Customer received this pamphK before the work began. - - Customer P1.'1 "`hot . ` �'te;?r��, unit unit salesperson (P ears. Pdnn come) ✓' ��ocation ❑ Customer elects reduced warranty option for a term of —years. Whoa — Company Copy ow — Comparryr Copy Plftk — custonsier Copy FLORIDA Window & Door - Revised February 18, 2020 Architectural Modification Application Harbour Club Villas Condominium RE: Danny Revnoso Florida Window and Door 1125 N. Dixie Highway, Suite D Lake Worth, FL 33460 RE: Danny Revnoso - 1519 NE 105 Street, #1-2, Miami Shores, FL 33138 To Whom It May Concern: We the Board of Harbour Club Villas Condominium , are approving Florida Window and Door at 1125 N. Dixie Highway, Suite D, Lake Worth, FL 33460, to install the following at the above referenced address: Installation of 8 Impact Openings: 1 - Impact Fixed Picture Window 3 - Impact Single Hung Windows 1 - Impact Single Hung Window with White Interlayer 2 - _L.Pact Horizontal Sliding Windows 1 - Impact Tan Textured Single "Outswing" Fiberalass Door with (Half Glass) "Blanca" Dooralass Conditions: All the above Impact Aluminum Openings will have Bronze Frames Gray Glass. "Please Note - None of the Impact Windows listed above will have Grids li6�aa r 151 Printed Name and Title of Approving Authority X(—"��� Z Sign A ority Dat Opening I Size (W x H) 0. Omit (Not Replacing) 1. Fixed Window 19 x 48 (Series 7720A) 18-0430, 05 2. Single Hung Window 19 x 38 (Series 110) 17-1018.08 3. X Outswing Door 37 x 80 (Plastpro) FL15210.4 4. Single Hung Window 37 x 38 (Series 110) 17-1018.08 5. Single Hung Window Mulled 37 x 50 (Series 110) 17-1018.08 6. Single Hung Window Mulled 37 x 50 (Series 110) 17-1018.08 7. OX Horizontal Rolling Window 74 x 50 (Series 120) 17-0918.09 8. OX Horizontal Rolling Wndow 74 x 38 (Series 120) 17-0918.09 Adjoining Townhome . . ... . . . ... • • • • • • • • • • • . ... • • . . ... .erg P�'� . • • • • • • • • t F Y+ p,, d t-J 4 •0 •3: . .••2.•. :.. ••• Egr • • • .. • • •• 0 • • • •• •• Bath Room Kitchen Adjoining Townhome — Bath Room Stairs Bath Room Living Room 5 6 .IY IVI U 1x4x50 mullion Main Door '53"� 1 S1st Floor 7 BY - j GOMPLI AGE Vv! }-{ FALL FED::— 1L Bedroom ON •*III 7 Egress MRH 20' Stairs 2nd Floor 8-C rn C OD v 3 C L rtC qC O O Q 3 O V i m v .y i 3 C N� LL : J N do O , C) U) (M O a> Cr) _ �-J U) d � 0 0 = W = Z ._ LO NOT TO SCALE ATE: Mar 04, 2020 AGE DESCRIPTION: Site Plan AGE: OF� �1 ENGINEERING EXPRESS 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information Owner: Danny Reynoso Wind Speed (v): 175 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.08 ASCE 7-10 Cit. 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KZT): 1.0 Structure Information OF I o� s�o 9 Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 20 ft. Roof Slope (0): Fiat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 50 ft. End Zone Distance (a): 5 ft. )aced in accordance with:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code © 2020 E-Tempest.com ID: flwindowdoor-P7337 03/03/2020 Page 1 of 1 . . ... . . . ... .. .. . . . .. .. . ... . ..... . Design Wind Pressure iPMAx-11PMAI ): ASTCE 7:10- t7h. 30.4.2130.6.2 h:560 ft. h>60 ft. Max Positive Pressure. tPmA+: •; PMAX40= gn(9c GCppDe +GCp) PMAx+ = gh(ec GCppDe +GCp) Max Negative Pressui ('Nn t ; MAR- r gh(6C GCpneg - GCp) PMAx- = gh(8c GCpneg - GCpi) Device CalculationS:ASCF. 7-10. Chanter 30 All Subsections # Size(W x H) 'tone • ••• .Elewf€jitzn • • ' {fte)• • • • 2 Area 2 (ft )T KZ qZ GCp+ GCP- 2 (b/ft+) Pmax- 2 (blft ) 1 19 x 48 .8ind ejtJ ' 3 5.33 1.03 68.65 1.0 -1.4 46.8 -62.4 2 19 x 38 End 10 5.01 3.34 1.03 68.65 1.0 -1.4 46.8 -62.4 3 37 x 80 End 10 20.56 14.81 1.03 68.65 0.9 -1.3 44.6 -58.1 4 37 x 38 End 10 9.76 3.34 1.03 68.65 1.0 -1.4 46.8 -62.4 5 37 x 50 End 10 12.85 5.79 1.03 68.65 1.0 -1.4 46.0 -60.9 6 37 x 50 End 10 12.85 5.79 1.03 68.65 1.0 -1.4 46.0 -60.9 7 74 x 50 End 20 25.69 12.68 1.08 72.18 0.9 -1.3 43.9 -56.7 8 74 x 38 End 20 19.53 12.68 1.08 72.18 0.9 -1.3 44.8 -5&4 \\ �� 'e, _ Ul - 1. THISNFORMATONSNTENDMTOPROVDEDESDNPRE RESFORTHEMRPOS MO ENSTALLATDNOFGLA UNIT&OPENNOMOTEGTDNASPROPOSEDMOPNOMWWOTHEFjSfJOGEHIF AIDN.UTHER EXPRESSED OR MPLED, ISOFFERED ASTO THEVKDITVOR A ICABLITYOF MY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES.- MODUCTSSHALL BENSTPLWIN ACCORDMCEWIn1 VALD FLORDAPRODUCT A1•PROVALSMD MUST MEETTHESE MESSURESFOR THEGNEN SVELMRATDNS. t FF THATTHE PR NIT MffT MV R AEOURDENMALL EGRESS ISSUESMETO BEADDRESSED BVTHE PERINITNG CONTRACTOR MD BU! NGOFFOVL. 2. NOCERTIFOATON OR REVIEW E:O ERED OPOS©U S EG F� Or P 3. TH E HOST STRUCTURE 6ASSIIMED TO BEADEOUATETO WITHSTAND THELOADS IMPOSED BYTHIS DeMN ASWORK REP CESEXSTNG MR G.OR OPEHNGSDESONED AND CERTIFIED BY SIG 0 PCORD(�RI. `P THECONTRACTOR,BULDNG OFFDWLSHALL VEAFYTHATTHESUBSTRATEEXPOSED DURNGWORKISSOUND FOR INSTALLATION OFTHNSYSTEM.F DEFOENCESMEFOUND N THEEXSTNG MIS STIR TUWTH6QJGNE ORTHEEORSHALLBENOTFM BEFORECONTNUNGCONS UCTDNMORESERVESTHERGHTTORE-NSPECTMDREEVALUATEDESIGN.NOWMRMTY.ERHEROX ESSEDORMPLE iISC ERE% C. DMENSDNSMESHOWNTOLLUURATEDESIGNMACESMDOIHERDE NCRR6iWTHEVMAVVMVSLOHTLV.TOTHEEXTENT-ATTHEOPOJNG-E nNOT5 LM-M5%OFTHE E.G VR N. • FL CONTRALTO STOVER"Y LFELDDMENSDNSMi TO NALL STATDN. .•• 5. ENGNEERSEALAFFD�D HERETO VALDATESSTAUCTURAL DES13N ASSHOWN ONLY,USEOFTHISSPECFDATON BVCONTRACTOR,-LNDEMN FES&SAVESHMML�TH6@1GNEER FOR ALL COSTMA DNG LEGAL FEES6APPELLATEFEESRESULTNG FROM MATERIAL FABROATION, SYSTEM ERECTION,6CONSTRUCTDN MACTOESBEYOND THAT WHICH ISCPLLED FOR BYLOCAL,STATE6 FEDERAL COD ESB M MM 6, ENGINEERING DPRESSHAS NOT VISITED THISJOEISITENFORWMN CONTMED H EASN ISBASED ON CONTRACTOR SUMUED DATAMD MEASUREMEI,ITS, ENGIN NGEXPRESSSHALLNOTBEHELDRESPON L E 8 4 MV WAV FOR ERRONEDUSCR NACCURATE DATAOR MEASUREMENTS W ORKSHALL BE FEUD VERFED MDR TO C DNSTRUCTDN.ENGNEERNG EXMESSSHALL SENOTF® MO GNBJ M OPPORTUN ITYTO RE WORKUMN DISCOVEAVOF MYNACCURATE INFORMATION MDR TO MODIFICATION OF DUSTING FELD CONDITIONSMD FABROATDN MO NSTALLATDN OF MATERIALS ]. EXCEPTASEID'RE YMOMMHERFN,NOMORDNALCERTFOATDNSORMFRMATDNSMENTFNDED. ALT ATDNSADDITDNSOROTHERMMKNGSMTHEDOCUMETITMENOTPERMITTEDMDNVALDATEOURCMTFOATDN P.E. %%'% CERT OF AUTH #M5 WITH ENGINEER SEAL VALID FOR (1) JOB ONLY MIAMFQADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 1070 Technology Drive North Venice FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code„. • • This product is approved as described herein, and has been designed to comply with the FloiidaXi tilding..... Code includingthe Hi VelocityHurricane Zone: see* • • DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. " " """ APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Justallation.Guidelines'; • • • •; sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepareUym1anufh@We*%'signed.... and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Produetfontrol Revision stamp +: + ...... with the Notice of Acceptance number and expiration date by the Miami -Dade County Prdduct Control • • • • • Section. • . . .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logpe vit% stated • �' model/series, and following statement: "Miami -Dade County Product Control Approved", unleSS Otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CMMADE COUUM • • 8�13f �8 NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration TestingesAbQratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTIt89.1C date$"71/16/l5"':' 06/07/16 and 06/02/16 respectively, all signed and sealed byls Ortega, P•.t. • • • • (Submitted under NOA No.16-0629.14) • • • :.. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • ; • • 2) Uniform Static Air Pressure Test, Loading IieMC, TAS 202-94 ' •; • • • 3) Water Resistance Test, per FBC, TAS 202; • • • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201kU . • 5) Cyclic Wind Pressure Loading per FBC, ThS1143-94 ; • • ....:. 6) Forced Entry Test, per FBC 2411.3.2.1, an:l TA 202-94 • • ; • • • •; along with marked -up drawings and installation diagram of an aluminum£ix8d. ' ...0 window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z, Y.E. Product Control aiqiner NOA No. 18 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol(g Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expMg'an 07/04/18. .. .. •. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket rgv4ying''yit%the following: a) ASTM C864 Specification for Dense Elastomeric Compressfenl�eal G:L;4ts, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubbq,2n rhenjbpinstic Elastomers - Tension of 1600 PSI. 000000 • c) ASTM D395B Test Methods for Rubber Property - CompressionoSet fqr;2.1;,IRS 158°F. • s• d) ASTM D 624 Test Method for Tear Strength of ConventionaNulcani 4 Rubber and Thermoplastic Elastomers of 143 lb/in. L Manui1_Per54T.E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 00900 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 611 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. CA* VIE. . . • •• see*:* (Submitted under NOA No. 03-1105.01) • G. OTHERS • • • : • • • 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industriegnistheir Sesids."PW' 701/720/820" Aluminum Fixed Window — L.M.I." approved o�OJZQ4/16 ind expiring,;,, • on 02/19/19. "���� .... . ...... . . .. . ...... • . :**so: 2. NEW EVIDENCE SUBMITTED '....' A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control ExknjAer NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FOe6." Edition (2017), prepared by manufacturer, dated 04/19/18, sik&i d seal;dby •�•;� Anthony Lynn Miller, P.E. ...... D. QUALITY ASSURANCE 000*00 • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • • • • • .... % E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray 4Lmertea, Ipf. for thev. •„• "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dat&d'o1718/l8, expiring on 07/08/19. • • • • • .. .... 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, InV *fbr their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. l .I 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1? and expiring on 02/19/19. Manuel Pere roduct Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 _ 2) SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-11r THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BACKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALT. BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. A SHEET LL 12" MAX. O.C. 1 1 6) MAX. 1/4" SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY T OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 8.12" MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3650, 7212 618.7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANWAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES / STANDARDS USED: :2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM El300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •Alsl SIOD-12 -RISC 360-10 . . ••• • . ... .. .. . .. . .. .. . . . . . . . . . . . . . ... . . . . ... ••• • • • • • • • • • • • • • ••• 49" TIP -TO -TIP WIDTH 4W BUCK WIDTH _ 45-1/4" VISIBLE • • • • • LIGHT WIDTH • • • • • -' e0 ••• /F • • • • • B, SHEET 6 • • • • • see 0*0 48" BUCK WIDTH • ZSMA VISIBLE • • ii KT �iTM • • D. SHE • A 93-IW , C - BUCK SHEET? HEIGHT L 1-� - — VISIBLE 12'M / LIGHT O.C. HEIGHT / 97' TIP -TO - TIP HEIGHT _ 1 1 _ T B 12- MAX. O.C. 6- MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS. ...................... 2-5 DESIGN PRESSURES .................. 2.5 INSTALLATION, FLANGE... 6 INSTALLATION. EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 PARTS LIST ................................... 10 FIGURE 1: 12" O.C. / MAX. 17 O.C. MAX. / 6" MAX. 1 Ty* Dmdpbm St" 1 7/16"Lami 16"An-.OW PVB-3116-HS 2 2 7116-WN 16"HS-.090'PVB-3116-HS 3 3 1-1116"Lwni. IG 16-T-7/16'Air-3118"An-.090'PV8-3116"HS 2 4 1-1116"LamL IG 16"T-7116'Air -3116"HS-.090'PVB-3116"HS 3 5 7/16'L>JM 16'An-.096"SG-3/16'An) 4 8 Me, Lam 16" HS - .09D' SG - 3/18" HS 5 7 1.1/16"Lami. IG3116'T-7/16'Alr-3116"An..OWSG-3/18'An 4 8 1-1/16"Lauri. IG 3116'T-7/16'ar-3/16'HS-.D90'SG-3/16'HS 5 DESIGN PRESS ERATING1 IMPACT RATING VARIES, LARGE: SMALL MISSILE SEE SHEETS 2.5 IMPACT RESISTANCE 48" BUCK WIDTH 45-114' VISIBLE LIGHT WIDTH 6" MAX. F, SHEET 8 7 MAX. r—H. SHEEr9 C I E, SHEETS G, SHEETS 96' BUCK -f—' -- HEIGHT i 93-IW / VISIBLE I LIGHT 1 HEIGHT 5' MAX• i O.C. 1 LD 12• MAX. O.C. 2• MAX. J TYP. EQUAL -LEG FRAME ELEVATION "SG" - "KURARAY SENTRYGLAS- INTERLAYER" BY KURARAY AMERICA, INC. "PVW _ "KURARAY TROSIFOL• PVB INTERLAYER' BY KURARAY AMERICA, INC. E, G 93.114" VISIBLE LIGHT HEIGHT 98' BUCK HEIGHT y F, H 5" MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 17 O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. XWIDTH WIDTHI1WIDTH w WIDTH T—T TT J- 1 1 1G——)-,J I IWIDTH WIDTH WIDTH+{ WIDTH -I WIDTH +{ T�-- ---r T 121 Tr Tr m m 3:1 1 IL —J IL J f- WIDTH WIDTH WIDTH I— WIDTH —I F— WIDTH -I {- -� Tr--- i T�--- S2 I S 1 1 1 1 LU t,f Y 0 v O in n'31 O rr z woo O 0: ' o N y 0 8 Z d Z LL 't rs = W Ru M W UUd u� F Z S O C9 GN MO W ._. Si oZ� s p 0 O g a o Q J S Z 'S laays 3 S LU O Z wo�5 < Z Z oIx < Q c C.4 X W 0- wgy ��sa0O a Lauag LY '•tICEN�'•.• � * : NO. 58705 -T DATE qORIOfl 10NAL WON``�� A LYNN MILLER, P.E. P.E.• 56705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... ••- Window Design Pressure (+/-, psf) for Glass Type 1 • • • LonaSide TIP b Tip m 73 T7 81 85 80 93 97 101 1 106 110.1/2 31 +/-W N-80 +1-80 +1-80 +/-80 +/-80 +1.80 +/-80 +/-00 +l-a0 ♦ +1-80 N20 +l-80 +1.8D +1-80 +/-00 +/-80 +/-W +143O +l-00 35 N-80 N-8D N-00 N-8D +l•aD +/-BD +l-00 +/-ao +/-80 +/- 8 +/-79.4 37 +1-00 +/-80 N-00 H-a0 +/-80 +/-BD H-79.7 +1-77.2 +1-75.1 .4 39 +/-BD +/-80 N-00 +1.80 ♦/-80 +1-78.1 +1-75.2 +/-72.5 +/-70.3 N .5 41 +/-BD +/-80 +1-80 +/-79.8 N-77.2 +1-74.3 +/-71.3 -1-67.9 +/-6.5.1 +1.836 +N61.4 - 43 +/-80 +1-80 -1-80 +1-77.4 *1-74.3 +1-71.3 +1-W.2 +164.7 +/-81.6 +/-5910 +AW.29 FF47 +/-80 N-0D +1.78.9 +/-75.1 +1-7.1 +I-m9 +1-65.6 H�2.2 +/59.7 .5 .9 +/-00 +l-8D +1-77.2 +/-73.6 +1-70.1 +I66.8 +163.5 N-00.3 +157.7 +/-0D +1-79.3+1-75.8 */-71.9 +/-0B.3 +1-84.9 +1.81.5 +158.2 +1-80 N-775 +l-74.1 +/-70.3 a1.88.7 +1-83.1 +1-59.7 +1-79.1 +1-75.6 +1-72.4 +/-60.8 +165.1 +/-61.5 N-77.4 +1.73.8 +/-70.5 +/-67.3 +1.63.5 +/-75.8 +/-72 N-88.6 N-65.3 +/-74.2 +1-70.3 +1.86.8 H-72.7 ♦/-89.7 +165 +1-71.2 +/67.1 85 N-09.7 +/-W.5 07 N-08.3 6&718 H-87 11 I IY-1 V-I IY ............Ware. - In 1 - - My cvV"a - , . ,.v,.....r ...-,.r,,, .................... THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Wkdow Design Pmmm (+l-, pef) for Glass Type 3 Long Side, Ti b Ti in 65.7/8 73 77 81 85 89 1 93 97 101 105 110-1/2 31 +/-80 +/-00 N-00 +/-aD +/-80 N60 N-80 +1-80 +1-80 +/-80 +1-00 33 +/-W +/-80 +1-00 H-BD +/-w +/-00 H-00 ♦1-8D +l-00 +l-00 N-80 35 +t-W +1-a0 +/-00 +/-a0 +l-0D +/-80 N-00 N-80 +/-80 +l-00 +/-00 37 +/-80 44-80 +/-a0 +/-80 +/-80 N-9D N-80 +/-80 +1-80 +/-BD +/-80 39 +1-W +l-aD +/-00 N-80 +l-8D +1-80 +/-80 +/-80 +1-79.4 +/.76.4 +1-74.3 41 +/-8D +l-a0 +1-00 +1-8D +1.80 +1-W ♦/-80 +/-76.7 +/-73.5 N-70.9 +/69 43 +l-a0 +/-80 +/-00 +/-80 +1-50 +/-BO +1-77 +1.73A +/69.8 +/.609 +1.852 F 45 +/-80 I +l-80 +1-800 1 +1.80 +/-aD +/-77.8 +1-74A +/-70.3 +/67 5 +/-63.9 3 47 +/-BO N-00 +l-00 N-00 1 +1-79.2 +1-75.4 +1-71.7 */-68.1 1 N65.1 F 49 +/-BD +/-8D +/-00 +/-80 +/-77.2 +/-73.3 +169.5 +165.8 51 +/-aD +1-00 +/.80 +/-79.4 +/-75.3 +/-71.3 +167.5 53 +l-a0 +/-W +/-a0 +/-77.7 +/-73.5 +l-W.5 w 55 +1-00 +/-W 0-79. +/-76 +1-71.8 57 +1-80 +/-W +/-77.5 +/-73.8 rn 59 +/-W H-79.4 +/-75.4 61 +/-60 N-77.6 +/-73.5 63 1 /-Bo +/-75.8 65 N-78.8 +1-74 67 +/-77.2 a&7/8 i +1-74.9 1)TIP-IU-I IP UIMtN51VNJ SIIVWIV. FVK Ire IttlltNl rlry nrvu CVu""L lcu mnuvaro, a�ollvw., 1 rnvlw lnc nr ,vin-vw,c,w.v.. ,,. THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR S12ES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • • • • • • •7/18'iM11NATED GLASS STACK • • • • 31*6' ANNEALED GLASS • • • • 4 11 EXTERIOR a PVBINTERLAYER 6" HEAT STRENGTHENED GLASS 5l8' �- LONG SIDE GLASS SITE - SHORT SIDE 13 GLASS TYPE 1 �- LONG SIDE -� T- SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1/16' NOM. GLASS STACK 7/16" LAMINATED GLASS STACK t-� 3116" TEMPERED GLASS 7/16" AIR SPAC EXTERIOR a GLASS TYPE 3 STRENGTHENED GLASS - 3/15" ANNEALED GLASS .090" PVB NTERLAYER 5l8' GLASS BITE 1 SHORT SIDE T}II I LONG SIDE 1 'I SHORT '1 SIDE LU in Y O d w o f O T9 cm�f a7o0 O d" N og Z LL �_ "e d _ LLFUd W Uu• O LU Z W .-. S2 5 T9 'oN JM0 o r Z Z ...v g J Q In m Q F LL O N �p1 � 1aa45 to b Z 3 7 O y Z ZIX qs D_ aloa5 F W O Z S N O X W IL 0 1 D. aq�! �sa0 saua5 LYNN �`'�`j` •''\•\GENSF'• ��� No. U705 •: *' ��0� •. ST 8 �v4-u� YONAL"10111100? A LY14N MILLER, RE P.E.• 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • ••• • • • • • • • •• •• • • • • Wind+ Cpsigp Piessure (4, psf)lor Glesssrypes 3 & T Lono Si e I ID 1 in 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 1 117 121 125 129 133 137 141 145 31 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-60 +140 +1-80 +/-80 0-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 33 +/-80 +/.80 +/-80 +/-80 +1-80 +/.80 +1-80 +/-80 +1-80 +I. +l + -80 +1-80 +1-80 +/.80 +1-80 +1-80 +1.80 +1-80 35 +/-80 +1-80 +/-80 +1.80 +1-80 +/-80 +/.80 +/-80 + + +- +1-80 /_80 +/-80 +/-80 +1-80 37 +/-80 +1-80 +/-80 +1-80 +1-80 +/-BD +1-80 +/-Bp 80 +Am00 e e48O +/-80 +/-60 +1-W +/.80 39 0-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 41-800 • +10 4+/-80 41V.80 +1-80 41 +/.80 +/-80 +1-80 +/.80 +1.80 +/-80 +/-80 +1.80 +l-db !/.809 • +1%0 • 0+1-80 43 +1-60 +1-80 H-80 +1-80 +1-80 +/-80 +1-80 +1-80 +780 -80 +- l� 45 +/-80 +1-80 +1-80 +1-80 +l-BO +/-80 +1-80 +1-80 +1-80 +/-80 8 47 +/-80 +1.80 +1-80 +/-80 +/.80 +/-80 +/-80 0-80 +1-80 n H 49 +/-80 +1-80 +/-80 +/-W +/-80 +/-BD +1-80 +1-80 51 +/-80 +/-80 0-80 +/-80 +/-80 +/-80 +l-So 53 +/-80 +/.80 +/-80 +l-BD +/.80 +1-79.1 55 +/-80 +/-80 +1-80 +1-80 +/-78.6 m 57 +1.80 +/-W +/-80 +/-79.1 59 +/-80 +/-80 +1-80 61 +/-80 +/-80 +1-79.3 63 +1-80 +/-80 65 +1.80 +/-80 67 +/.80 68-7/8 +/-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LtU WINUUWS, SUB 1 KAU 11" FKUM 1HE I IF -I U-IIV UIMtNblUN IN I Mt IABLt 1U Ut I tKMINt IHt WINUUW SILL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1116" NOM. 7/16" LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK - GLASS STACK .090" PVB INTERLAYER 3/16" TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS 3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER 4 77 � 11 5 5/8' 518" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 2 EXTERIOR a GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE � I SHORT 1 SIDE L SHORT SIDE �— LONG SIDE �I SHORT SIDE A j LONG 10, SIDE LL— SHORT SIDE PRODUCT REVISED u complying with Ilw Florida 41-0- NO CHANGES THIS SHEET. W z > V Y 16 p&ou c O o O 04 N _l ch t� I� Lu O LL O r Z O n i Z xa 0 = W o0 06,6 o� WO F Z 00 i < u C7 oN 9m0 OW n i O Z O N O U g J Q m Q F LL ° c) ® �+ N U) Z W x 1aaV5 u 3 N y Z O Zs (L Z alws N w O S W U nn X W $ LL Cl D amL asap s oa5 `1111111111 /// / LYN/y '�.. i No. 58705 i /,,'OIN�1AL EN A. LVNN MER`P.E. P.E S 5B705 . . ... . . . ••• .. .. . . . .. .. . • • • • • • • • • • • • ••• • • • • ••• TABLE 5: - - Wlndo Design Pressure (+/-, psf) for Glass Type 5 Is • • • • • Lmi Side. Tip b Tip in • • • • 68-7/8 73 77 78-3/4 al 85 89 1 93 97 101 61059 0 i 110- 2 37 +901-130 +W-127.5 +W-123.5 +90/-121.7 +9W-119.6 +9W-118.5 +9W-113.5 +90/milt +9W.108.5 +90/-106.3 +B 04.5 + -104.5 + Ww 39 +901-126.1 +90/-120 +9W-114.5 +9W-112.9 +eW-111 +9D/-107.5 +901-104.5 +M-101.7 +90/.99.5 +9W-97.7 +90-96.1 +9W-94.8 +90/.94.1 41 +901-120.1 +9W-113.5 +9W-107.3 +901-105.2 +90/-103 +901-100.5 +901-97.8 +9W-94.9 +901-92 +169.8 +/-88 +/-86.5 +/-86 43 +9W-114A +eW-107.5 +9WA02.5 +9W-000.7 +9W.986 +90/-95.2 +M-922 +/-89.1 +1-95.8 +1-83 +/.81.4 +/-80.4 +160.1 45 +90/-108.7 +M-102.5 +9W-98.8 +9W-97.1 +90/-94.9 +9W-91 +/-873 +/-84.1 +/-81.7 +1-79.7 H-77.8 +/-78.1 N-75.6 47 +9W-104.4 +BDI-98.8 +9W45.7 +9W-93.9 +9W-91.6 +1-87.5 +/.93.6 +/-81 +/-78.9 +1-76.7 +1-74., +l- .7 +l• 49 +9W-101.1 +10/-97 +9W-92.5 +9W-90.9 +1-88.5 +/-84.3 N-81.2 +/-78.5 +/46.1 +/-73.9 +/-7. +1- .6 1= 51 +90/-98.1 +10/44.1 +90/-90.1 +148.2 +/-85.7 +/-82 +/-79.1 H-70.3 +/-73.8 +/-71.2 H-08.B H-f A5+90 8 53 •901-95.3 +901-91.1 +/.87.4 1 +/-85.6 +/-83.3 +1-80 +1.77 +/_74.1 0-71.3 +/68.7 +/66.3 +/- 3.2 F 55 +9W-92.5 +/48.2 +/-84.3 •1-82.9 +/-81.4 +/-78.1 +/-74.9 +/.71.9 +1-69.1 N66.4 +/-63.9 +/ .8 i. 57 +/-89.8 +/-85.3 +/-81.8 +/-80.a +/-79 +/-76.2 +/-73 +/-69.9 H-68.9 +164.1 + 59 +/-67.1 +1-62.6 +/-79.7 0-78A +/-76.8 +1-74 +1-71.1 +/-67.9 +/-61.6 N62.2 +160.3 b Y 61 +1-84.6 +/-80.8 +1-1A +1.78.2 +/-74.6 +/-71 7 +/.89 +/65 9 +162.8 H-50.8 63 +/-82.5 +08.9 N-74.6 H-73.2 +/-71.4 +1-58.4 +/-85.5 H-02.9 +/60.9 A4 65 +/-80.7 ♦I-77 +/-73.8 +/-72.2 +/-704 +/-67.3 +1-64A 67 +/-79 +/-75.3 +/-71.7 +/_70.2 +/684 +/-65.2 +1-62.4 68-7/8 +/-77.3 +/-73.6 +/-70 +1-88.5 +/-08.6 N63.1 +161.1 73 173.8 +/•70.2 +/66.5 +/-64.8 +1-82A N-- 77 +/-70 N-86.5 +163.2 +161.9 7&3/4 +/-08.5 •164.5 H4i7.9 +/60.9 1) TIP -TO -TIP DIMENSIONS 5HUWN. FUK IN I I,U AL NN ANU CUVAL LCU YY1NW WJ, auo n,A1.l , rnvm i nc , it , v i,r vimcnavn m , nc TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 LoW Side (in) 58-7/8 73 1 77 78.3/4 81 85 89 93 97 101 105 109 1 110-1/2 31 +90/-1311 +9WA30 +9WA30 +90/-130 +9W-110 +90/-130 +901-130 +90/-130 +90/-130 +WA30 +9W-130 +9W-130 +M-130 33 +90/-130 +91V-110 *BW-130 +9W-130 +9W-130 +90/A30 +9W-130 +90/.130 +90/-130 +9W-130 +9W.130 +901-130 +9W-130 35 +9WA30 +M-130 +9W.130 +9W.130 +9W-130 +M-130 +90/-130 +90/A30 +90/_130 +9W-13D +9W-130 +90/-130 +90/-130 37 +9W-130 +9W-130 +9W-130 +90/-130 +90/-130 +91Y-130 +BW.128.3 +M-125.4 +9W.122.6 +90f-120.1 +904118.1 +9W-118.1 +9W-118.1 39 +901-130 +90/-130 +901-129.4 +M-127.5 +9W-125.4 +90t-121.5 +9W-118.1 +M-114.9 +9W-112.5 +90/-110A +901-108.6 +901-106.0 +9W-106.3 41 +9W-130 +90/-128.3 +9W-121.2 +90/-118.9 +BW.116.4 +9W-113.6 +9W-110.5 +901-107.2 +gW-103.9 +90/A01.3 +9W.99.4 +10/-97.7 +W-97.1 43 +M-129.3 +eW-121.5 +9W-115.8 +9W.113.8 +901-111.4 +901-1DT5 +9W-104.2 +90f-100A +M-W +901-93.8 +901-92 +9W-90.9 +9W-90.5 45 +9W.122.9 +9W-115.8 +90/-111.6 +9W-1D9.7 +901-10T3 +901-102.8 +W-98.7 +9W-95 +9W-92.3 +9W-90.1 +1-87.9 +8W.85.9 +eW-85A 47 +901-118 +9W-112.7 +901-108.1 +91Y-106.1 +901-103 5 +9W-98.8 +9(V-94A +9W-91.5 +/-89.1 +/-06.7 +8W-84.4 +BW-82.1 +8W-81.3 49 +90/.114.2 +9W-109.6 +901-104.8 +901-102.7 +90/-100 +9W-95.3 +9W-91.8 +/-88.7 +/.Be +SW.83.5 +80/61 +/-78.7 +1.77.8 51 +91y-110.9 +9W-108.3 +9W-101.8 +9W.99.6 •90/-96.9 +901-92.7 +/-89.3 +1-66.2 +SW-83.2 +801-80.5 +/-77.8 1 +/-75d +1-74.5 53 +901-107.7 +9W-102.9 +90148.7 +9W-96.7 +901-94.1 +90/-90.4 +/-87 +80f-83.7 +eW-80.6 H-77.7 +/.74.9 H-72.3 +/-71.4 t 55 +BW-104.5 +9W-99.8 +901-95.3 +9W-93.7 +9W.91.9 +1-98.3 +801-84.6 +M-81.3 +1.78.1 +1.75.1 H-72.2 +/69.8 +/69.1 y 57 +901-101.5 +9W-96.4 +M-925 +BW.91 +/.89.3 +BW-88.1 +BW62A +1-78.9 +/.758 +/-72.5 +/69.9 +/67.9 59 +901-98.5 +9W.93.5 +/40 +/.88.5 +BW-86.8 +BW-63.6 +801-60.3 +1-76.7 +/.73.3 +/-70.3 +/68.2 et +90/-956 +9W.91.3 +1-87.7 +61Y-862 +91Y44.3 +80/-81 +1-77.9 +1-74.5 +/.71 +/68.7 63 +901-92.2 +1-08.1 +801-84.1 +BW-82.7 +8W-807 +/-T7.3 +1.74 +/-71 +1-68.8 65 +901-91.2 +1-87 +BW-83.2 +M-81.6 H .8 +/-78.1 +/-72.8 +/-70 87 +1-89.3 +801-85 +801.81 +/-79.4 +/-77.3 W7/8 +687.3 +6W-81-2 +/-79.1 +l-T7.4 */-752 •/-71.8 +/.89 73 *BW-83.2 +1-79.4 +/-75.1 r/-73.2 +/-71 +/-68.4 77 +1-79.1 +/-75.1 +1-71.4 1 +/-69.6 78-114 +1-77.4 1 +/-73.2 1 +/-We 1 +/41118 1) TIP -TO -TIP DIMENSIONS SHUINN. hUK IN ItUi YIN ANu cUUAL - WI Q. auollwi.I I rnvm i nc , m-ivi it Unv,cnav,. n r,c TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • • • 7/1ow LAMINATED • • • CLASS STACK NTERLAYER NNEALED GLASS 3/16•• ••• ••• • • • •• 4GL-ASS­_ •BITE -�-- LONG SIDE T_EXTSHORT SIDE GLASS TYPE 5 t T I ~ LONG SIDE 1 SHORT SIDE _L_ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK 3/16' TEMPERED GLASS 3/16" ANNEALED GLASS 3116" ANNEALED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT I _ SIDE f 11 5 5/8" GLASS BITE LONG 12 SIDE EXTERIOR S7 21 13 GLASS TYPE 7 SHORT SIDE L- b > y tv3 a Y O "aa 3 po a O } rl- aloe O o O 04 z y � V �a 0: cj r W Z LL `o = CD o LUU_CD LU O_ ~ Z a L7 'ON 'ON W .-. O Za a 01 O U F- g W M a LL O a ® N 1i Z W 7a4S 3 � F fn Z 0UJIoS °• a Qo o SZ S Z wclj Ld X W E 0 a an'1 � sap saua5 `��11Y1LYN N1GENSF * ; No. 58705 MOT- iSS E?G ` I`11111 A LYNh MI I R, P.E. P.E.#.706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. . .. .. .... Window Designoressu8• (+/_, Tj for Gisss Type-6& 8 • • LoN Side, Tip to rP (in) 68-7/8 73 T7 1 78-314 81 1 85 89 93 97,:3 105 109 110.112 113 117 121 125 129 137 145 31 +901-130 +9W-130 +9W-130 r90/-130 +9W-130 +901-130 +901-130 +901-130 +9W-1300 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 33 +9W-130 +9W-130 +9W-130 +90/-130 +901-130 +9W-130 +90/-130 +9W-130 +901-1300 +9W-130 -1 + -13 +901-130 +90/-130 +90/-130 +90/-130 +9W-130 +9W-130 +9W-130 35 +9W-130 +9W-130 +901-130 +901-130 +90/-130 +9W-130 +901-130 +901-130 +901-1 0 + -1 + 1 - +9W-130 r9W-130 +gW-130 +9W-130 +gW-130 +8W-110 +8W-110 37 +90/-130 +9W-130 +9W-130 +90/-130 +901-130 +901-130 +9W-130 +901-130 +90/-i + -1 + 1 +90/-1 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +8W-110 +80/-110 39 +9W-130 +901.130 +90/-130 +901-130 +90/-130 +90/-130 +901=130 +901-130 +90/-1300 +F1-110 e+t W-134 +90/-130 +90/-130 +901-130 +9W-130 +8W-110 +8W-11D +BW-110 +80Y-110 41 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-13030 +try-19D •+9W130 +90/-130 +90/-130 +BD/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 43 +90/-130 +90/-130 +9W-130 +901-130 +90/-130 +9W-130 +9W-130 +90/-130 +90/-13030 +90,0130 •+901<730P #JW-T3! +8W-110 ♦8W-110 +801-110 +801-110 +8W-110 +80/-110 +801-110 45 +901-130 +901-130 +9W-130 +901A30 +9W.130 +90/-130 +90/-130 +9W-130 +9W-13030 +9W-130 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 L 47 +90/-130 +90/-130 +9W-130 +90/-130 +901-130 +9W-130 +9W-130 +9W-130 +gW-13030 +BOI-110 +801.110 +BO/-110 +BW-110 +801.110 +80/-110 +80/-110 +8p/-110 49 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901.130 +.10 +8W-110 +W-110 +BW-110 +80/-110 +-110 +801-110 +80/-110 o 51 +gD/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-"0 +80/-110 +80010 +80/-110 +801-110 +801-110 +80/-110 H 53 +901-130 +g01-130 +90/-130 1 +9W-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +8W-110 +80/-110 +BW-110 +8W-110 +801-110 +80/-110 +80/-110 0 55 +901-130 +9W-130 +901-130 +90/-130 +9W-130 88.8/-128.1 +801-110 +801-110 +BW-110 +8W-110 +804110 +8d-110 +8W-110 +80/-110 rn 57 +901-130 +90030 +901-130 +90/-130 +89.41-129 +BW-110 +801-110 +801-110 +BW-110 +a&-110 +BW-110 +801-110 59 +9W-130 +90/-130 +90/-130 +89.5/-129.1 +801-110 +801-110 +80/-110 +8W-110 +80/-110 +801-110 +BW-110 rn 61 +90/-130 +9W-130 89.61-129. +8W-110 +10/-110 +80/-110 +80/-110 +8W-110 +80/-110 +aW-110 63 +901-130 +9W-130 +8W-110 +BW-110 +80/-110 +801-110 +801.110 +BW-110 +80/-110 65 +901-130 +90/-130 +8W-110 +10/-110 +80/-110 +80/-110 +801.110 +801-110 67 +9W-130 +801-110 +8(Y-110 +80/-110 +80/-110 +80/-110 1 +BW-110 6&7/8 +901-130 1 +80/-110 +80010 +BW-110 ♦BW-110 +8W-110 +BW-110 73 +801-110 1 +80/-110 +80(-110 +801.110 +80/-110 +a0/-110 77 +8W-110 +8W-110 +8W-110 +BW-110 78-3/4 +8W-110 +6W-110 1 +801-110 +801-110 1)IIP-IV-II1, UIMtN51UN.l llmlj IV. FV1(If+ICV1(nL Iry nnu CUVMI L�ia v�mu�vvo, a�olrv"�./ I—inc I— I—I---,.'--,,-I- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7116" LAMINATED GLASS STACK 7/16" LAMINATED GLASS STACK GLASS STACK .090" SG INTERLAYER 3116" TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE ,090" SG INTERLAYER 4 1t � 11 5 5/8" 5/8" I I GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE F~ LONG SIDE SHORT SIDE I J SHORT I— L —I SIDE I� T �-- LONG SIDE 1 SHORT s SIDE I LONG SIDE 1 SHORT SIDE JR - 03/16/18 - UPDATED VALUES AND SIZES. s i > y c+1 a Y N � gay Q O yq < 0, Lo O N i 55 N a/ap � �rc 8 ay U) W Z_ Ix xe n r cs Z �� zi 2 Ul WV W 0 oN GO®� ~ W O C Z O O U g J Q -1 Q � 0 W) ® y Z W iaays H O W Z a/ass LLZ a QO O Z w O W X _ co n LL W 0 a a/J!l sap sa!�a5 LYN �'C VICENSF '•���': T * No.58705 WAT.1 ' 10NAL '//llllll\11 A. LYNN MILLER, P.E. RE 0 58705 ZX WOOD BUCKSTRIP EDGE OR FRAMING, SEE 71 DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WIN EXTERIOR BUC HEIGHT nP-TO-nP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-3W 5 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• TYP. ANCHOR TYPE, • • • • • • • • • • • EMBEDMENT AND EDGE IASTALLATbN j • • • j j DISTANCE PER SUBSTRATE, • • • *TYPE O• • • • • SEE TABLE 8, THIS SHEET • • �1 • • • • • • • • EMBEDMENT —L1/4' MAX ) SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES 0 11-7/5- O.C. MAX. EMBEDMENT 1X WOOD 1/4" MAX SEE NOTE 2, SH•1 •on • • • • • TVP•/NCHOPI TYPE, EMBEDMENT AND • $EDGE DISTANCE PER SUBSTRATE, EDGE 'V • • • • • • • : • SEE ft E 8, THIS SHEET DISTANCE ,� • • • • PER ANCHOR IIII�'- REQUIREMENT INSTALLATION METHOD D 114" r MAX. i SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4' MAX SHIM INSTALLATION TYPE B EMBEDMENT IS SHEET 6 SHE EDGE DISTANCE 1 11� EXTERIOR I 4 mm, VISIBLE LIGHT WIDTH III��� yyINDOW BACK VYIDTH - 2.3/P WINDOW BUCK WIDTH CONCRETEICMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A Anchor Sub&ab MIn' Eda Min. Emkedlrrrt Max O.C. 012 or •14 410 SS Screw So #wm Pine SG-0.55 9/16" 1-318• it Alarirxm 6053-T5 trio. 3 V 0.06r 1 A38 SIW 3W 0.0sr • 12" 3/8' 0.045" 18 Go 1r •12 or •14 Sl of Screw (G5) Soultwn Pine SG-0 55 9/16" 1-3/8' 12, Akan 6083-T5 min. A36 Steel 3/8" 31W 0.0sr 0.063' • 1r 12* 3nr 0.045• teoe • tr 1/4" 410 SS CrsbFlexUn2rOubd CMu ASTM G90 2-1/2' 1-114' 1r Conerele min. 3,311 kil 1• 1-3/4' 1 1/4" Steel Ullracon Conereb min. 2.85ksi 1" 144' 12* -14 1-4 5/16" Slow Ukecon Conu•b (nin. 3.5 ksi 1-14• 1-3/4' 12" TM 2-112" 1-3/4" IF-- - M l 4IrN(C MTU 1R—'—.U—. ­. 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. I MOOD BUCKSTRIP, INSTALLATION NOTES: SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND • EDGE DISTANCE LIMITS. CONCRETE PER EMBEDMENT , ` ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS •1X", ARE BUCKS WHOSE TOTAL ° ' , • REQUIREMENT THICKNESS IS LESS THAN 1-117. 1X WDOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS _ ' • "2X" ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A VERTICAL SECTION B-B S1ZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLES TO WHOLE SYSTEM. MoleriW Mn. FT k4n. F. Some! Screw 92 kmi 12D ke 410 Sorew 90 ke 110 kei Elco LAaCon6 155 ke 177 ksl 410 SS Eloo Cr•bRox6 127.4 ksi 189.7 ksi 0053-75 Akmir n 16 kai 22 ka A36 Sbal 38 kai 58 ke Gr. 33 Swl Sled 33 ksi 45 ksi LU P7 Y O a O O O N h OJT �� ZLL S Ix - �° N � z ^ S So U_Ud oi2 zi W O i Z ~ 0 axa p o IL $ j z O fO liivs t F- ii 3 Q � Z 1 o z Z LL z _W iio�s W V W t, LL LL inpl 'asap siui5 �`�711Y1LYN mil', .•'•1.ICENSF * , N0. 58705 *' ;pp %.Ttv�� S'S �ONA1. 1E� A LYNN MILLER, P.E. RE468705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET _ INSTALLATION TYPE E , EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" • • • • • • • • • • ANCHOR TYPE , • • • INSTALLA•T40IN • i • • • • • • INSTALLATION ETYP.MB _ EMBEDMENT AND EDGE • • 7„r • • • • • TYPE F 1 T F't la_ DISTANCE PER SUBSTRATE, • • • • • • • EMBEDMENT SEE TABLE 9, THIS SHEET • • • • • • • • • 1X WOODBUCKSTRIP, • f ••• ••• ••• • EMBEDMENT SEE NOTE 2, THIS SHEET — { ~{ f SHIM TYP. ANCHOR TYPE, EMBEDMENT AND •• • a EMBEDMENT EDGE DISTANCE PER SUBSTRATE, EDGE — • • • • • • • • SEE 9, THIS SHEET DISTANCE JABCE EDGE • •* • • • DISTANCE • • • • • • • • �1/4"MAX • • • • • • 2 2 SHIM • • • • • • • • USED FOR ALL " SIDES OF •° 11 . ARCHITECTURAL - •• EXTERIOR SHAPER 11-7/8" 1� ' O.C. MAX.. VISIBLE LIGHT WIDTH �� CONCRETE/CMU I WINDOW BUCK WIDTH - 2-314" ' PERANCHOR REQUIREMENT 1' WINDOW BUCK WIDTH CONCRETE/CMU HORIZONTAL SECTION C-C INSTALLATION PER ANCHOR TYPE H TALI G O REQUIREMENT 11.1 MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING aSMS (135), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET Anchor Substrata In' Edge Min. Enbed ent MmO.C. #12 or #14 410 SS Screw SouMern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-75 min. 3I8" 0.063"' - 17' A36 Steel 3/8" 0.063" ` 12" ' 3/8" 0.045" 18 Ga 17' #12 or #14 Steel Screw (135) SouBern Pine SG=O. 9116" 1-3/8" 17, Alrrin 6063-T5 rrin. 318" 0.063" • 17, A36 Steel 318" 0.063" • 17, S 31W 0.045" 16 Ga ' 12" 1l4" 410 SS CreteFlex roued CM4U ASTM C-90 2-12" 1-1/4" 12" Concrete Inn. 3.35 kai 1" 1-3/4" 17' 1/4" Steel Ultracon Concreb rrin. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-12" 1-3/8" 12' Unarouted CMU, IASTM 2-12" 1-1/4" 12" 5/16" Steel Ultracon Concrete Irin. 3.5 ksi 1-1/4" 1-3/4" 12" CMU TM 2-12" 1-3/4" 12" -MIN. OFS IHKt UA'btYUNU I Ht MtIALJUt;b I KAI L. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1/4" MAX SHIM INSTALLATION NOTES: 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS, 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX', ARE BUCKS WHOSE TOTAL T CONCRETE PER THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ° ' , • REQUIREMENT "2X" ARE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF " WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY • ,' AUTHORITY HAVING JURISDICTION. INSTALLATION II EDGE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TYPE F t� DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. F, Min. Fa Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UtraCorl® 155 ksi 177 ksi 410 SS Elco CreteFke)O 127.4 ksi 189.7 ksi 6063•T5 Aluminum 16 ksi 22 ksi A38 Steel 36 ksi 58 ksi Cr. 33 Steel Slud 33 ksi 45 ksi PRODUCT REVISED m cmaPlYn+g with the Florida B-awing Code . d_ ..A — NO CHANGES THIS SHEET. Al `v O O p N Oatop _y M i W W N {� ZJ LL 2 g u.nwp La CID LL)) u d o W o ul Z 00 SQ c9 0 oN 'JMp W .�. O > O ¢ Z O o2 D Z O LLO J I3a45 ® Z Q F— = O Z Z ¢ C9 Lu ale s O yZ > J O w U W X j n IL LU a ap!1 'asap 5aua5 N`( LYNIV ``��•t�O' L10ENgF r11���FP * No. 58705 * =_ i �S •'•FZORtON •' G\\� 10NAL A. LYNN MILLER, P.E. P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• • • • • • • • • FI�I Ij(UAES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP • • • • IN6TALL.ATION • WIjH GLASS TYPES 14 (PVB INSTALLATION TYP. ANCHOR TYPE, OR FRAMING, SEE • • • TYp J • INgRWYER), NOT TO BE USED WITH TYPE K EMBEDMENT AND EDGE EMBEDMENT NOTE 2, THIS SHEET • • • • • • • • • • • GWkS9TYPES 5-8, (SG INTERLAYER). DISTANCE PER SUBSTRATE, EDGE SEE TABLE 10, THIS SHEET DISTANCE I 1/4' MAX EDGE DISTANCE —•�{ EDGE /n� ~i SHIM DISTANCE V 2XjNOOQ4ICKS�2�• • • OR FRAMING, SEE Q INSTALLATION c= �f 2X WOOD BUCKSTRIP TYPE I - QR FQANyNG•SEFy • NOTE 2, THIS SHEET PRODUCT REVIS® NOT: 2, 7 HISCHEGT• • ae cemplyiap wilhili@ Flmide -- yyyyy • • • • • • TYP. AN�OR TYPE, EMBEDMENT AND p,mlca9ca de i , �, 1l4'MAX • • • • EDG` (TABLE 1 PER SUBSTRATE, I Ezz ti� �� �„ SEE TABLE 10, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EMBEDMENT USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION TYPE L EXTERIOR 1/4" a MAk SHIM STEEL SELF -DRILLING SMS(G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �114" MAX SHIM INSTALLATION TYPE J < DGE DISTANCE A O TYPE, EMBEDMENT EMBEDMENT71FAND�EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F \\ ( EMBEDMENT j[L7�.\I'\IW\II11I�IILIJII� III � NOO CHANGES THIS SHEET. a EXTERIOR I VISIBLE LIGHT WIDTH = I WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max O.C. Spacing 2-1/2" x .113' Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 318" 5" 2-1/2" x .145" Roofina Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)' 1 Southern Pine SG=0.55 1/2" 5" 0.093" Numfnu 6063-T5 min. 5/16" 5" 1/16' A36 Steel 5/16" 5- 1 0.045" 18 Ga Steel Stud Gr. 33 1 5/16' 5" INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Mabrial Min. Fr l Screw 92 ksl Almlrxsn �Glr.33 16 ksl N45k_,111 6 Steel 36 ksl Steal Stud 33 ksl �`Z`�•' \DENS No.58705 * _ 'p 10 Q' — '. t. 1 '�''cS,S1ONAlit� 1\?G� A LYNN MILLER, P.E. P.E 0 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . EDGE DISTANCE TYP. ANCHOR TYPE, • • • • • fIN FRAMES A1?9 ONLY JO BE USED RIP 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE • • • • • • WI•H GLASG TYOESd4 (PVB DISTANCE PER SUBSTRATE, INSTALLi dN IYJM • ATERLAYER)!NOT 10 BO USED WITH INSTALLATION EMBEDMENT OR FRAMING, SEE NOTE 2, THIS SHEET • SEE TABLE 11 , THIS SHEET • • • • •:LASS TYPES 5-8, (!!G INBERLAYER). TYPE N EMBEDMENT INSTALLATION TYPE M 1/4" MAX SHIM 0 PRODUCT REVISED We Flim ids EMBEDMENT • • • • • • • • • • • • 1X WOOD BUCKSTRIP, SEE STRIP • • • • NOTE 2, THIS SHEET O •2XU G, EE• • • • • • emoyi%wits W11511 IS HECT • • • • • • 1/4- MAX • • • • TlP•i4NdHORTYPO? EMBEDMENT AND BuiF Cade Aeoept>moe No �s' but. Date Expitdlo� �� 3 SHIM EDGE DISTANCE PER SUBSTRATE, gy SEE TABLE 11, THIS SHEET I /Z6J &of-- L�7�1 Miami ede ProAlet EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N EMBEDMENT CONCRETE/CMU PER ANCHOR EDGE REQUIREMENT DISTANCE USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. EXTERIOR a EDGE DISTANCE INSTALLATION TYPE O I VISIBLE LIGHT WIDTH= . I 1/4" II�� WINDOW BUCK WIDTH - 2J/4" MAX. WINDOW BUCK WIDTH SHIM HORIZONTAL SECTION G-G STEEL SELF -DRILLING 5MS (G5), SEE TABLE 11, THIS SHEET MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET U EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 15 Anchor Substrate n. � Dis Mn. Embedment Max O.C. Spacing #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16, _ 1-318' 6.2" Aluminum 6063-T5 mn. 318" 0.053" ` 62' A36 Steel 318" 0.053" " 6.2" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Alum num 6063-T5 nin. 3/8" 0.063" ` 6.2" A36 Steel 3/8" 0.063" • 6.2" Steel Stud, Gr. 33 rrin. 3/8" 0.045" 18 Ga ' 6.2" 1/4" 410 SS CreteFlex Llmroutad CIAJ ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi 1" 1-3/4" 11.6" 1/4" Steel lJltracon Concrete min. 2.85 ksi 1" 1-34' 11.6" Concrete nin. 2.85 ksi 2-1/2" 1-3/8" 11.6" routed C A 90 2-1l2" 1-1/4" 11.6" 5J16" Steel llltracon Concrete min. 3.5 ks 1- 1/4" 1-314" 11.6" Gr MU TM G90 2-1/2" 1-3/4" 11.6 �1/4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. . INSTALLATION NOTES: ." 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •^ ' " 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". 1X WOOD • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS WARE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Nim r l Mn F„ Mn F. SW Screw 92 kd 120 W 410 S- 90 kd 110 ksi Ebo LIMC 0 155 ksl 177 k$l 410 SS Ek:o CfooFb& 127_4 W 189.7 W 6063-T5 Akaj- 181W 22 kW A36 SW 361W 58 kW or. 33 SW Sad 33 km 451W NO CHANGES THIS SHEET. UJ i Y Ix t] o C alap 0 N i L N 0 � �a Lu W r 0 J O a m Z LL Z F0 -Nola r2 2 o c7 U U o o� W W F Z 00 Q C (7 oN 9M0 W .-. a ~O > O aa Z 01O 0 U F g LL O O J Q laays C O F Z c O O g aroas o Z � Q o w W Z r Q X Z LL M o arl!1 'asap sa��a5 `111111111/ll/ �` NY LYNN �p •.......... Mid! � �•t ' �\CENSF' � i * No. 58705 ••• ,A, ��� �OF.(/�� "/'�iI NAL }111� A LYNN MILLER, P.E. P.E.# 58705 TARLF 12 Item PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063TS 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 1 4254 1I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Cunes Rigid PVC 8 4267 7/16" Lami. Glass Beading forCunes Alum. 6063-T5 9 4269 I.G. Beading for Cunes Alum- 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K ISetting Block, Mono. 3116" x 7/16'x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1,3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PDX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TIPS See this Sheet for Materials 76 Quanex Super Spacer nXr 77 Quanex Duraseal Spacer 78 j lCardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • 1.784" • • • • • 2.784" T �� • • • • • • .062" • • • .074" 062" 1'376• 1.875" .438' 500" .438" 1.000" 500^ • • • ��� p�0,,,a.1j • • • �--1� .050"aa.00e- ••• • • • • •• • FYANiE FQAla1� • • • • OEOUAL-LEG FRAME • •0.0 •!�) • • • • ••• •• 2.784" 074' r ,p 1.375" � 1 500' 438" • .050"'a°°r 1.125" .077" t 3@FIN FRAME .97n 0" 1��- .346" 1.037" L:II .9��70" 1 'f .346".875" .875' 1 1 liy� .875" II II .875" n - 1--.050" _1-- .050" .050' —11—.050" 1rF .050 O G/16* LAMI LASS BEADING SONG GLASS 6a FASTENER COVER STALLATION GLASS CBUSING G GLASS O OR CURVES HOT -MELT SILICONE BUTYL STRUCTURAL POLYISO- 1/4"NOM. 3/16" BUTYLENE WITH STRUCTURAL DESICCANT SILICONE FOAM WITH EXT. GLASS DESICCANT EXT.GLASS INT. GLASS INT.G KODISPACE SUPER SPACER® 75 4SG TPS 76 NXT- " Y 90' CORNER I I FRAME ASSEMBLY 10ALL CORNERS TOUSE k GASKETAND/OR SEAIANTLIEG FRAME EXTERIOR FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT O SCREW BOSSES. SEALANT AT ALL CORNERS ALL CORNERS TO USE GASKET AND/OR SEALANT ALUMINUM POLYISOBUTYLENE DESICCANT FILL REINFORCEMENT SEAL 5/10 NOM. NOM. SILICONE 5/16" NOM. SEAL BUTYL6 ROIL -FORMED DESICCANT STAINLESS STEEL FOAM EXT. GLASS EXT.GLASS INT. GLASS INT. GLASS LASS ODURASEAL• XL EDGETM SPACER ISSPACER ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS NO CHANGES THIS SHEET. W ? Cl) > H a !n aa C oaloe v 0 0 0 0,1 �W rn ' n 0 � 0 w Z �g d Z U f0ri J ..G'O _G =, o U L) d o� LU F Z 0 U) oN W .-. 2 r0.- > ¢ Z LUJMO Z O oZ m $ 0 0_' 5 0 0 J O z O ® U) z N 7aa45 < o <n z O Z_ a,os o w LU ene X LL 0 m 5 D- ar„/ '\0`ONYI..... NLYN /4�' .• * No.58705 * _ p�VTOF • •<(/�� IORIO /S/ONA1- �\`�� A. 41dd11LlEti,b.E. P.E.N 58705 M IAM I•womkom D�ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE(NOA) CGI Windows and Doors, Inc. 10100 NW 2P Street Miami. FL 33172 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid94t.1ov/econornX This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.... This product is approved as described herein, and has been designed to comply iyitkft Florida -Building...... Code, including the High Velocity Hurricane Zone. • .. .. ...... DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window —1,34X; • APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel Jo •Alum. S H. Wdw: (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/25117, prepare) by Al.- • -.. Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami:fla$e Cow %roduct • • • • Control Revision stamp with the Notice of Acceptance number and expiration *�a$a �y the Nliami-Dadd . County Product Control Section. : . .0 • AWSILE IMPACT RATING: Large and Small Missile Impact Resistant. ' ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,"cIfy. state • model/series, and following statement: "Miami -Dade County Product Control Approved", unless othcrwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 Expiration Date: September 22, 2020 *� Approval Date: December 21, 2017 )12,11 ! Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(M insulating glass spacer, prepared by Certified Test Laboratories, Test ReportN& CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh Q,*gatel, NE? • • • • • • •. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p �rXBt TAS'202s*94 • 2) Large Missile Impact Test per FBC, TAS 2Q1-N4. • 3) Cyclic Wind Pressure Loading per FBC, TAS ZW-94 ; • • • •; along with marked -up drawings and installation diagram of a series-1400 F project..... . . out window, to qualify DuPont "Butacite" PVB interlayer, DUA&E ® and.OJypct • • • • • Spacer(& insulating glass spacer, prepared by Certified Test LaYWH Ties, Test Report* • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by M unesli C. Pahl, P.E. • • •; ; • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per fqC TAS W 94 2) Large Missile Impact Test per FBC, TAS 201t940 000000 : * • * •: 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manuef P W-018.08 .E. Product Controlner NOA No. 1 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® P VB Glass Interlayer" dated 04/25/ 15, expiring on 121l 1 / 16 ' .... • 000008 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemieal Company q4A) . • for their "Saflex CP — Saflex and Saflex HP Composite Glas3Ifileflayers with • • • •: • PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman CheNgal Comgaay;(MA) : . . • •' for their "Saflex Clear and Color Glass Interlayers" dated 06514W14, expiring on 9 •; • 9 • 0. 05/21/16. '• ••0 •••••• ...... • F. STATEMENTS • • • 696069 . . 1. Statement letter of conformance, complying with FBC-51h Ediliop T2014),' an&of no ; � • • financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed. �cf sealed' by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510. 11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel i 10" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont V17-1018.08 miner NOA N Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE *006 1. Miami -Dade Department of Regulatory and Economic Resourges (RER) .... ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray Amadej, Inc. for k;ie "SentryGlas® (Clear and White) Glass Interlayers" dated 06/ 15, expiring on ; • • • •; ..... 07/04/1 8. "" • • • • • • 00.000* 2. Notice of Acceptance No.16-1117.01 issued to Kuraray Amenca, -Inc. fbr&oir ..:..' "Trosifol® Ultraclear, Clear and Color PVB GIass Interlaxqi;�;dated 61/19/17, expiring on 07/08/19. • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman ChgmijskConrp26yjM4 for their "Saflez CP - Saflez and Saflez BP Composite Glass'Inte*rlayerS Vhji PEV Core" dated 09/07/17, expiring on 12/11/18. "' 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), with FBC 6t Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No.15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel P.E. Product Coutr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REWIRELffNTS OF THE 2014 (5TH EDRIDN)/2017 (UH EDITION) FLORIDA BURRING. CODE INCLUDING HIGH VELOCITY HURRICAEff ZONE (HVHZ). 1BY OR 20Y WOW 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 MANUrS 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 METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSMgAR MATERIAIS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. La. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESNSTANCE ETC. CONDITIONS NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 52 1/E' CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" APPLIED) z (SU LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT ```IL1111111111///VVi PRODUCT RMSM .� —spIybe wiladw to 706Y2 � awldcode Acaplaooe Wo 17 roIg•oR. __ _ TE OF i N crowing no. W10-03 E UAL urea VRMWS DEMON LOAD CAPACM - PEP E DUM BUCK DDM OLD! 1TI'O •a•6'Ar da TfP68 weer HEIOHi i1DTH HOOFR EKT.(+) 1Nr.(-) EKf.(+) INT.(-) L26-1/2- 26' 25-1/2- 36• 46• 52-1/B' 25- 75.0 75.0 80.0 55.0 75.0 75.0 s0.0 B&O 75A 75.0 00.0 no 7S0 75.0 60A 85.0 LM 1s-1/s' 25-1/2• 36• 4a' .-1/$- 37-3/B• 75A 75.0 $0.0 .02 7" 75.0 60A 65.0 40• 53-1/s• JB-3/B' 73.0 75.0 00.0 BSO 73.0 760 soo mo 75.0 75.0 BOA a" F2. Is-1/B- 25-1/2- 46• 52-1/B' 46-3/B• 75.0 75.0 80A 65A 75.0 7s.o s0.0 80.0 415.E36• u.0 75.0 75.0 s0.0 s5.0 75.0 75.0 Bo.O B5.0 37• 53-1/8' 0.T' is-1/r 25-1/2- 3r 52-1/8' or 75.0 75.0 BOA 85.0 75.0 75.0 60.0 0&0 75A 75.0 80.0 95.0 75.0 75.0 80.0 95.0 750 75.0 80.0 85.0 F37' 76' Is-1/s- 25-1/2- mr a.75.0 52-1/6' 75' 75.0 75.0 80.0 BS.O 75.0 75.0 80.0 35.0 75A 73.0 s0.0 B.'S.0 75.0 80.0 s5.0 75.1. 75.0 80.0 95.0 1s-1/B' 25-1/2- 3r 45-1/2' 75.0 75.0 BQO 65.0 75.0 75.0 O 75.0 75.0 80.0-1/2 73.0 73.0 80.0 65.0 VADTH i x EQUAL LfTES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 'DECLARATORY STATEMENT DCA05-DEC-219 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... •• • • w • ••• • •• • • • • • ••• •• )r TYP. BUCK DIMS Afl TYP. FLANGE FRAME FL"E DIMS _ I BUCK DIMS EQUAL LEG FRAME UNEQUAL 13TES TROO11S MMN LOAD CAPACfff - PSP DOf9. DDIS. TOP Ous6 f [p68 •a•!•u• OLLTB 7fm •rk,31, WON NOWT • MGM WDAL EKT.(+) 1NT.(-) DXT.(+) INT.(-) 53- s- 7s• 52-A's' 76' 36-1/4- 73.0 75.0 $0.0 85.0 T- 7s' 39-1/4' MA 75.0 80.0 a" 26-1/2• 31' 3r i! • • W • • • • 25-1/Y 30• 32' W •3er 42• 7o-s/B• 75.0 75.0 80.0S&O 63-6/5• 75.0 75.0 A" 55.0 W" 75.0 75.0 BOA 85.0 53-1/2' 75.0 75.0 80.0 65.0 45-1/4' 7 750 60.0 0&0 UNEQUAL LITES (ORIEL TYPE) W" DIMS �o o 0. aaas h� FIN FRAME I • B)CK D615 �'� !r PRODUCT REVISED me«npIY6lB wilhtlr PlorHa - i 80ildias Coda- fJJWGE ADAPTOR FRAME A`�plancONO Fkpirrtion Date 21,�� •� .r FLANGE DIMS I „1/1i2A11M 7L1i ' . ._ �DAiar �`` drawing no. W10-03 1/8- ANN. CLASS 075' Mtertayr Saflex CP With PEr Con By 'East an Chemical Co.' 090' Nderloyer Saflex CMar Md Color Glass By Faelaan Chemical Co.' OR OSo rwtsrlaYer os OR ray America. Inc.' 090' MteAayr Trosifol PVB ey 'Kuromy America. Mc' 1/8' ANN. CLASS SILICONE GE 1200 cs Yt DOW CORNING 899 / DOW CORNING 995 aED I/ 0 AT 1/1 POIMS ON LIT ES WIDER TWIN 36' TS GLASS TYPE 'A' 5/16- OVERALL LAY. G1A55 1/4- AIR SPA( 1/8- ANN. CLASS F w i m 1/8- ANN. GLASS 075- Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090' Interlayer Saflex Clear And Color Glass OR 'Eastman Chemical Co.' O90' Mterloyr SentryGlos BR'Ku-my America, Inc.' O 090' Interlayer Trosifol PVB By 'Kuroray America, Mc.' r-1/8' ANN. CLASS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . • . ... 1/8' HEAT STREWD GLASS • • • • • • • • •075' jntrlayer • • • Safl�x•CP With Ple 4, • • • • • • By E$ptmon•Chemi Oo • OR • • • • • 090nterloyer • • • • • • •Safbr'•%.or And•C118r G BR'Eastman Chernicol Co.' O 090- Interlayer SentryGlas • • • • • By M(horaytA "Ica, I•ci • • • • sOR• • • • • ••. •09r I • • • • •Tr*Bfw • •.• • •8y:1-:ayMmdco,I� e .L.•+ •• GLASS r-1/8' T.S.IREN'D CORNING 899 CORNING 995 a zi O / FWF yr AT 1/4 POINTS ON LRES WW WIDER THAN 36' GLASS TYPS 'B' 5/16- OVERALL LAY. MASS 1/4- AIR 1/8- HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 j DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR 1 DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL LAM. CLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF CLASS TYPE 'At' & '51' MUST BE TEMPERED. (L.M.I ONLY) i m 4 N � HEAT STREN'D GLASS 075' Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' OR 090- Interlayer Saflex Clear And Color Glass OAR 'Eastman Chemical Co.' 090' tn~r SentryGIae By Kuromy Arw;co Inc OR 090' Mirlayer TroeRol PVB By 'Kuroray America, Me.' r1/8' HEAT STREWD CLASS 9000NE GE 1200 DOW CORNING 899 DOW CORNING 995 I0. EDGE SPACER ST. STEEL BY 'CARDINAL' OR 1 DURASEAL BY 'QUMEX' OR SUPER SPACER BY 'QUANEW AT 1/4 POINTS ALL SIZES GLASS TYPE 'Bl' 0.70' OVERALL INSUL LAY. CLASS PRODUCT RBVLVD as c..OYMB wkh W Fb" D,14P79 Code D Acccptaan Nb F.x 'ration Date D Y Mi Aoinct �'•' uceNaF"''O��'. s .' o OF '•j drawing no. . .......W10-03 1BY WOOD BUCK ♦' . ♦A d' O EDGE DIST"� v 1BY WOOD BUCK TYPICAL ANCHORS sEE L].EY. FOR SPACING I 'EDGE.. DIST. SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . FLANGE & FLANGE ADAPTOR FRAME OCTURE • • • • • • • • • TVP ANCHOti� • • � ol • • E • • • m • TYPICAL ANCHORS . SEE ELEV. FOR SPACING Y n 2 3/I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. �-------------------- r-------------------ll I I MWAI-DADS COUNTY APPROVED 11 s I MULLION k MULLKNJ ANCHORS 1 x II SEE SEPARATE NOA II ,I \ I I EDGE DIST. I I 1� TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING di ♦ d TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING P Fu=125 KSI, Fy-100 KSI) 1J4" DL4 ULTRACON BY 'EL" Fu-1_,KSI,". KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU iBY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" 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 I'm - 2000 PSI MIN. PRODUCT cUDrug— REVISED ow Fkawa ``1T�7(1�unLlrrrry neceplAna No !-/018.08 `� ', •• VOENg�a Cxpimtion Uete nraini aMI aha _ � tr ATE OF <(/_ s ' I � s drawing no. W10-03 EXTERIOR TYPICAI FC I WOOD . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1,4-,,A,i, FLANGE & FLANGE ADAPTOR FRAME • • • • • • •SHIMS • • • • • • • • • • • • • • 1 • • • TYPICAL ANCHORS • • • • Se S! •.• • • FOR SPASIM a" CING MBo.. FLANGE ADAPTOR FRAME . • . • •.. ti ..• . • • �1BY WOOD BUCKS - v ;AL ANCHORS ELEV. SPACING IO�V Z m 3 O FF b Z W � < F YYWW�1i Z al ega 0 0600 �ZN_QLi tri a m C vO1j o � n = O Ci IN Q W 2E C % N � g 3ryM� O n i 3 w� Z N O CJ paJ y� C gB _ apkp��d�g2q INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. cur = seas PRODUCT REY1S� as cauDdYfa with tii Pioei6� c aaiiams� /7�•/0 8 `�1�l�u1unuii� No. 7pm .c� ATE OFF drawing9 no. %,�s,' .comor..•,��• W10-03 i a w F >i w IBY WOOD BUCK id � �� • 'ice a.' 111 9 7. EDGE DT L •. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL i Z w N \ • TYPICAL ANCHORS \ SEE ELEV. FOR SPACING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . .. • . . . . ... • • QCµ A�,y�ORS • • • • EE fSEY • • • • •�F•R SPACINU • EQUAL LEG FRAME �� ___ _______________�� j I MWAI-DARE COUNTY APPRMULLION & MU ON OVED I I II SEE SEPARATE DA ANCHORS 11 II II I I EDGE DIST. I I I� .L-------- 1--------J. U� i•• �•• •• "e— TYPICALU ANCHORS TYPICAL ANCHORS EE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS MWII-DADE COUNTY SEE ELEV. APPROVED MULLIONFOR SPACING do MULLION ANCHORS SEE SEPARATE NOA SH T/ \ SHIMS BUCK WIDTH BUCK WIDTH BUCK WIDTH ^ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/� c 2 3� WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 4 P t n. PRODUCE. REvmm ^�s complY>n6 wiM1t1I Flofi� BuiktGtg Code ActtplsalJo � aae•os Ltcpieation Dwu Hy P1ianti ode ftoduct vi \ n m mi I n C rcO1i 3 � O� pL C p ONO z p3Mn v �! 3 0 off.. �L c, 0 N x TYPICAL ANCHORS 4 .6 o ry SEE ELEV. g $ $ $ FOR SPACING u c m 11�!l NO. 0.592 ' 3• • b BTATE OF :�(y, drawing no. Z .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS ILLUSTRATNE ORS. ONLY Six a" FIN FRAME y.V 8 FOR E)Cr. OR INT. FlSPACING NLSHES 1 • • • • • • • • OI O NOT BY Cq i • • • • • • • • • • • ; • • • • • • • • • • Z ro 1 1/2' n ' • • • • • • • • 0 F b -ZZ� c' • • ••• ••• ••• • YYWgII � al HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING d poq V a NOT BY Cq q #8 SI.IS (GRADE 2 CRS) q AZ _ E7 ••• NAN :INV2AY�!) DII CS.0MOOD STRUCTURES • • • • 1+1 21 .•PEKgRAT101N INTO WOOD ES --- BACKBED • • • • / • • • • • CAULKING • • • • • • • • • Q' & W I- M2 •• • • • • • ••• •• /�IL a ILa� G77 I SS � • 0 L<L. I LL Z N M9 jo$ $ Qwm2 0 0 I � i � m SWEEP LOOK 1 OPTIONAL TO J C E8 EGRESS LOCK _ AT SILL o WOOD STRUCTURE i/4' MAX. BUCK HEIGHT 1/4' MAXNOT BY C. _ O GAP GAP rn 0 1/2' MIN. 1/2' MIN. N O E! ¢ C FN O=No � N F0 i 1 m Z ;HMi i o BACKBED w U g GI CAULKING rn W2 O �IR 12 54 o1. € *lT7YRCnAL,ANCW)RS HOUSE WRAPNOT BY CGIE3 Ee EXTERIORo a-g D.L. OPG. L E S ritODUCT REV1SM BACKBED ,u can YOBS WIth�CAULKING 3uildb gC.&�'py(^�20 9 ' ucENSF' •, oHOUSE WRAP�5 ly NOT BY CGI(f� drawing ;o�o,•"�+� W10-03 SEE FOR SINC` sheet i of j �llllll 11 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . . . ITEIE PAST / gUANTITY DEBCRIPT'TON MATERIAL �,V o_ Z El 3 10 b M F • r, Ogn`-9 WC4 �OW it 41 O aag< Qyg��yOn �uZ�_6 LL T=�� @ {O�1 W Q F O o U C n 0 3 Ora 0 O 4 r C� o OF^o W m d NM 1 M C Z-J n 30_0� w H U� Oy 12 01 0 0 $ — R BS�S v o� c (•RODUCT REV1.4t� \\Itllllll(1j�/ IS complying WlfYOr PlBdli► /// .e `\\ �(� /� Q _ Acpept®ce Na i?��0 i PJI `�`� ..•' CEN$F . Expirabon Dmt B3� Mi. oJe Pruducf .70602 .. j drawing no. " - i.:J ATE OF =•ly: �' uR'D►'•' ��� W10-03 �� sheet 8 of 9 �NIA.L 11ANF./SUPPLER/RB11AR[S 1 I-100 1 E 6063-T6 - Ef !GI-101 • 091 • FMMB151LI 6083-TB I- 02 2 8083-T6 - E� !GI-103 • 1 • MEETING RNL 6083-TB - E5 CGI-104 6063-TB - E6 CCI-105 1 HANDLE RAIL 8083-T8 - E7 CGI-1OB 2 SASH RAIL 806J-TB ES • aGl-�07 1R5•REQD!• • • 5 16'.CLAZINC BEAD 606J-T5 - • (�-Ij06 QD 0. 'GLAZING BEAD 6063-TS - E70 EGI�09 • • �AREQD� FRONI.FLANGE ADAPTOR 8063-TB - Ey1• I- 10 QD N ADAPTOR 6063-T5 - E72 CGI-135 1 FLANGE FRAME HEAD 6063-TB - E13 CGI-136 2 FLANGE FRAME JAMB 6063-TB - E74 CGI-137 1 FIANCE FRAME SI . . ... . . . ... . . . . . . . . . . . . ... . . . . ... 2.505 2.505 .065 1.745 ,811 .817 1.550 • • • 1'6� • • .745 O65 1.2TYP 45 I i • • • • • • • .745 O65 j �y— • TYP. 050 1.015 1.015 1.395 b. • • • •• • E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN 9\DAPWI6 • • • • i E14 FLANGE FRAME SILL W1 Eta FLANGE FRAME JAMB 490 .70# 1 .a- TYP. 864 O 5/16" GLAZING BEAD 1.395 �.1 so .050 v FLUSH FRAME COVER 1 FLUSH FRAME SILL O FLUSH FRAME JAMB 120 E9 .700` GLAZING BEAD 1.449 293 .060 18 SCREW COVER .745 O65 2113 7YG 1.368 1.015 E4 MEETING RAIL 1.220 1.NJO..5 1.788 O LOCK RAIL 2.195 O65 1.892 1.043 TYp, 1.015 EB HAND RAIL 1.393 745� 1.025 065� 5 O SASH RAIL FRAME TOP CORNER 1.450 150 l .550 Os0 ,]� FLANGE ADAPTOR VENT TOP CORNER VENT BOTTOM CORNER ?20DUCT REVISED as complyi>18wi1Lffis F7NiM 5.4dia9 Code 1cccPle�ue Ezp�mtion Dsx TE OF ���� drawing ` no. °,.`.� W10-03 �• Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=vrG.,. t Business & Professional Regulatio rr� BC15�F�b�me log In User Reg6tratbn 1 Hot Topics Submk Surcharge Stats & Facts Publications Contact Us I SCI3 Ste Map I Links Search Product Approval Mor USER: cube user Product Aooroval Meat > Product or Aoolration Search > &RkAUQR.UI > Appratbn Deta1 FL # FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. • • • • • • Address/Phone/Email 5200 W CENTURY BLVD. • • • • • • • • • • • • • • : • LOS ANGELES, CA 90045 000090 • (440) 969-9773 Ext 16 • • • • • • rickw@rwbidgconsultants.com 000 • • • : • • • : • •••• • ••••• Authorized Signature 9 Vivian Wright " •' •' • • • • • • • • • • • • • • • rickwOrwbldgconsuitants.com • • • • • • • • • • • •••••• • • • Technical Representative Scott Johnson • • • • • • • • • • • Address/Phone/Email 5200 W Century Blvd. ; . •, • • • Los Angeles, CA 90045 • • • 9000 0 0 0 • (440) 969-9773 Ext 18 • • • • scottjohnson0plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext16 ronoconnel lOplastpro. com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R6 COI fa) Certificate o�dwendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 l of 5 10/8/2019, 1:07 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wG... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved C.........— ^411 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Eauivalen" Standards ndf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 • • •••• •••••• •• • • • • •••••• •• •• •••••• FL # Model, Number or Name Description • • • • • : • • •: • 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Flbergljsis+5jr� Door - 0 Inswing/Outswing (X - Configure on ;...; Fiberglass Door • • • • • Limits of Use Installation Instructions : • •: •; • Approved for use In HVHZ: Yes FL15210 R6 II (b) Ins* 15210 i odf • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.rb 43409 : • 000 Impact Resistant: Yes Created by Independent That j PAlty! Yes Design Pressure: N/A fi • • • • • • Evaluation Reports � � Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.odf • • • • additional use limitations, Installation Instructions and Created by independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Flberglass Door Configuratlons) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 I1 (t) In: 15210 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.2.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Imt 15210 3 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (b)Eval 15210 3.ndf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'B 'Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X - Configuration) Fberalass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) (_nst 15210.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210 4 odf • • 2 of 5 10/8/2019, 1:07 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr�_app_dtl.aspx9param=wG... additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e. Smooth/Wood Graln/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R6 II (b) Inst 15210 5 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210 5 Ddf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 ti (b) In, 15210 6g;f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 • • • • Impact Resistant: Yes • • Created by Independent ThNd Party: Yes • • • • Design Pressure: N/A Evaluation Reports • • • Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R6 AE (bl Eval 152+86 Ddf • • • additional use limitations, installation instructions and Created by Independent Third I"? Yes • • • • product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fibergla%%;';;,a Door-pbtl;Arlht (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door • • • • • • • • Limits of Use Installation Instructions • • • • • Approved for use in HVHZ: Yes FLIS210 R6 II (b) Inst 15MM84 • Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E.•)3409 • • • Impact Resistant: Yes Created by Independent ThVd ParV: Yes • • • • Design Pressure: N/A • • Evaluation Reports • • • Other: See INST 15210.7 for Design Pressure Ratings, any FLIS210 R6 AE (a) Eval 15210.7.dtif • • • • additional use limitations, installation Instructions and Created by Independent Third Party: Yes • • • • • • product particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST IS210.8 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210.8.Ddf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.9 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Groin/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 lI (b) Inst 15210.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S210.9 for Design Pressure Ratings, any FL15210 R6 AE (t1) Eval 15210 9 odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.10 J. Smooth/Wood Groin/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 11 (b) Inst 15210.30.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.10.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes 3 of 5 10/8/2019, 1:07 PM Florida Building Code Online https*://www.floridabuilding.orgipr/pr_App_4ti.aspxgparam=wG... product particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210 Si Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210 11 Odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelltes - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 II (b) Inst 15210 12 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A 000000 Evaluation Reports . • 0000 Other: See INST 15210.12 for Design Pressure Ratings, any &5210 R6 AE (b) Evail i!& I Q.12.bdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes . • product particulars. • • • • • • • • • 00 • 15210.13 m. Smooth/Wood Grain/White 8'0 "Impact' Opaque Fiberglass6Rtgle Door Kith Surface Wood Grain/Rustic/Mahogany Bolts - Outswing (X - Configuor;tjgitl • • • • • • • Series O Fiberglass Door • Limits of Use 0 • • • • • Installation Instructions Approved for use in HVHZ: Yes a 0 • •' L 0 R i Approved for use outside HVHZ: Yes Verified By: Lyndon F Sch . ;3409 • Impact Resistant: Yes Created by Independent Third Party+Yes • • Design Pressure: N/A Evaluation Reports • • Other: See iNST 15210.13 for Design Pressure Ratings, any • FLIS210 R6 AE (b) Eval 1571nA3mdf additional use limitations, installation instructions and Created by Independent Third Party! Yes • • • • product particulars. • • 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 II (b) Inst 15210 14 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210 14 Odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTTM an operational window Insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R6 II (b) Inst 15230.SS.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL15210 R6 AE (b) Evai 15210 15 Odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. ® neat Contact Lis :: 2601 Blair Stone Road. tabhos"k Fl. 32399 phone: 850-487-1824 The State of Fonda li an JWEEO employer. Coovd= 2007-2013 State of Florida.:; prwacv Statement :: ;: @efu0d-$IatG01l0t Under Florida law, emal addresses are pubic records. If you do not went your a -mall address released In response to a public -records request, do not send electronic Mai to this entity. Instead, contact the offa:e by phone or by traditional maL if you have any questions, please contact 890.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees tensed under Chapter 455, F.S. must provide the Department with an anal address r they have one. The emals provided may be used for official communication with the icense•. However areal addresses are pubic record. IF you do not wish to supply a personal address, please provide the Department with an emal address which an be made available to the pubic. 7b determine If you are a licensee under Chapter 455, F.S, please cldt tM. 4 of 5 10/8/2019, 1:07 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wG... Product Approval Accepts: ®®®PF-q■ Credit Card Sate . . .... ...... ...... .... ...... .... . ..... ...... . . ..... .... . ...... . . .. . ...... 5 of 5 10/8/20 l9, 1:07 PM R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33395 Phone ! 13.659.9197 Florida Board ofProfeniorol Engineers Cenifiate of Auduramfon No.98l3 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth I Wood Grain I White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90046 Series O Fiberglass Door Phone 440.969.9773 Inswin Outswin - "Impact" Scope: Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial 1ttAfil;In the corppa`n% • • manufacturing or distributing the product or in any other entity involved in the approval proce%4afj4i%product V^4 • herein. 9•••••• ....•. LlmitaiJons: • • • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code strucigall requir eaIs• • • • • • including the "High Velocity Hurricane Zone". • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material st161111e beyond imi dressing. • • • • ..... or stucco. • 3. When used in the "HVHZ" this product complies with Section 1625 of the Florida Building Code and does5 nof:reyuire ar:impact • • • • resistant covering. . • 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies 6 fi f6c; Sectlogs W9.1.2 & • • • • R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind ZVP, ae defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be fits same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.4 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water Infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94. 202-94 &TAS 203-94 TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98. 638-03, 1929-96 & 2843-99 ASTM G 26-96 ETC-08-255-17412.0 ASTM E 84-05 ETC-07 209-19W3.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Miami -Dade NOA 17-0712.05 16-0314.11 3. Drawing No. No. FL-15210.4 4. Calculations Anchoring ASTM E 1300 Glass Load 5. Quality Assurancg Materials Safiex PVB Interiayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Prepared by RW Building Consultants, Inc, (CA#9813) Prepared by RW Building Consultants, Ina (CA 99813) Lyndon F. Schmidt, P.E. Sheet 1 of 1 Testina Laboratory Testing Evaluation Lab., Inc. Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories �0 0;$CH 11" 1��i * : No 43409 •9 '; STATE OF [pRy'Q •....••• Slaned by Lyndon F. Schmidt, P.E. William Shelton, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Sinned & Sealed by Lyndon F. ScWidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 9/18/2017 • • ••• • • • • ••• • • • • • • • • • • • plastproo ' ....... ' ' ' • • .. . 5200 W. CENTURY BLVD. •— w . go :•. `.• •.- LOS ANGELES, CA 90045 • • ; •; ; . • ; • • Smooth / Wood Grain / Wei W Wood'4"yraht • • • Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "'IMPACT" G84ERAL NOTES II. This product has been evaluated and is incampknm with the 61h Edition 12D17I Florida Building I Code "Cl siructurd requiremenh►nclidro the Vgh Velocity Hurricane Zone- IHVHZI. 2. Product anchors shot be as listed and spaced as shown on detail Anchor embadm nt to base mderld shall be beyond wol dressing or stucco. 9. when used In the jWHr this product corn l with Section 1626 of the Rorldo k6ft Code and does not require an Inpoct resistant covering. 4. When used in areas outside of the'NVHr requltrg wW borne debris protection. this product wrpties % th RISC Sections I W9.12 a R8D1212 and dons rat require an irnpod resistant covering. This product meets mtsde bvd V and Includes Wind Zone 4 as defined In ASTM E 1996 and FIIC g Section;1609.1.22 a RX1.2.12.1. 5. For 2( stud construction. anchoring of those Wft slid be the same as that down for 2u buck masonry construction. 6. Ste conditions that devkdee from the detail of fhis drawing require further 41110 I g analysis by a licensed engineer or registered arcHfect. 7. Oulswing confpuollorn meet water Intlibution requirements for-HVHr. Al other coMpuroMons do not meet the water Motion requirements for the -twr and must be Installed only in non4mbtiable areas act habitable locations protected by an overhang or caapy such that the angle between the edge of conopy or overhang to sM is less than 45 degrees. 37—V MAX OVEItALL FRAME WIDTH IL rn JK s. M VS nee biw FL-15210.4 ran 1 or 13 CAP (PVC) \ TINGE STLE (LVL) • • 000 • • • • 000 • • • • . • _ 28' DMT • •• ••• ••• ••• OX .J • • WRY" • • • • • CAP IPVC) LATCH STILE (LVLI 1 HORIZONTAL CROSS SECTION 2 SS.75' DOOR 1v101H 2 Ica 02 x I � HAWWAIM TME W AARE � Doat rANE< _ 11ARDf9METAUF 1AANutACiN .. . . MOOR M PRESf1AfE Rrnrsn KNOC WHATORE SEW ± 75 DEADROLT: S MATURE SEW (f7a0) =RAGE tom rsmEs(m) ±75 DEADSOM. -r mim (uw6n LEM to sEm ±75 DEADBOM E07 sElu6 HOPPE Mll VORU LOCRk HIS9000" M TONGUE ± so EtlDIIRA MUMPODITLOM TR.A7.Cm3wD(3•n1 ±75 See sheets 6 tad 7 far nMkmk t lock detOk. TOP RAL 9�lml i ' _ • i �6 ERG AISS SKIN (0.12V MM. THK.) s' FOAM CORE .•. (POLYURETHANE• 1.9 PCF Mk) • } .r .X, h `• - BonOMRAL 'kR�k .,. "m02 16 12 ease N.T.S. (COMP.) ow fh JK 2 VERDCAL CROSS SECWN 2 a¢ •n LFS a•rro sc: FL-15210.4 —a— a -a , M= MAX. FTtMAE WIDTH 21V MAX. D.L.O. WIDTH c3 �O � 5 m�a O O RPJ� OM LIE FRAME 2C MAX. FRAME WIDTH 2D.7S MAX. DLO. WIDTH ir 06 o (TYP-) O j� _1 RSLLIEFR ME . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • • • . • • SIB" GLASS BOE 13 E RAL Sg1gNE )DOW 995) .. ... • �'OYdt1L&ASS THIL •3 �p�INIERLAYER IAY' ANNEALED GLASS ABtSPACE11 TEltAPERED GLASS AWMNUM SPACER ,0 CILIRAL SEALANT A4�9/4' PPH SHF DRRING SMS TNT. Gl ClAILJG DETAl 111EFLAMEFAME MANIVACII M MAX DESION PrIESSI fP ODL 75 RSL t 60 EXT. 1-1/4 OVERALL THIC GLASS U8" ANNEALED GLASS Op90" SAFLFXOPVB NTERLAYER W ANNEALEDGLASS AIRSPACE J / I I/li'1FMF'EREDGLASS 1 /2- N(M-GROOVE SWIGC.LE w/ DBCHDAIL80 POLYRIFDE IM BACRFILL A6 LI0XI V4PFHWOODSCREW M. G2 GAZING OEFAB STRUCTURAL SLICNiE (DOW 99S) EXL FLAME ttt Sol Gin *t d e � - s v�+ ! i � BII.FLAME �� .AC 02 18 12 N.T'.& wn n JK A6 INf FLAME A7 SCLEWCAP we n LFS nrro wo: FL— 75210.4 am � orb i 1 i . . ... . . . ... • • ••• • • • • ••• • • • 45 6 8 8 • • • • `�.( �,, ••••••• �i� n • / • • • • • • • •• • •• • • • • • • • •• •• • • + ZZZ +�'�R� q Al • • • • � • • • • • • • • • 000 II�II/Iil Itt \\\ Qo� X O 4 i 5 5 t 6 6 E i DA6. (1vr.) ` 2 1 C 7 7 7 D 6 a1s e•I o e . L C'sNK r C b (IYP)�I D 0.1sC�OC E W. v 1 2 � � � • INTERIOR • � � $ R • 7 7 6 E! $ z a• . s ^F e •s . • k • • . 1y a • TI �� 54 u n N V 1.1NMM. 27 E EXTERIOR KrMR ,a, �v T.s12 DAB. M.) 40 • ° cs ea• •r JK 1 HOM A' CROSS SECTION 2 HOWONTAL CROSS SECTION 3 VENOM S SECTION a.L Im IFS ; np mown pwwm un 4 n0 s own phi rr ounwkv "M (vww-0 *-1 pip WA a FL-15210.4 c . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . - - -- -- • • . i � •• • • • • • ••• •• dd 6 A E E C 2 1 C •. % E s 7 7 , • 40 o G A C �§ C. appt • I Ir , 40 N N a. EXTERIOR ,v i t 11 7 1 2 27 G A 1- hr 9 ,p 1-1jEXTERIOR MN INTERIOR EMB. (TYP J SAL 1 HOMON►AL CROSS SEC17ON 2 HORQONTAL CROSS SECTION 3 VEIMCAL CRW SWHON 5 �Ig S oIu1 l o >f,oNn III•�+rw irrlia) 5 ls11— (e"v *TAM 5 U sAown QnwvYq siNQl (• •OC 02116112 ■ > N.T.S. orn w: JK • u¢ w. LFS ; owwe ro. 0 FL-15210.4 n ■m or o . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . Zpt yycEE= 76. E E 2 1 C i D 1 2 D D 7 E .. M l�ERIOR 7 C VLIWEMRKO)R EXrEFJOR 1 2'0 27 M EXTERIOR EM& InPJ EMe. (1YP4 11 Ii 1 HORROMAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3*VERnCALCRM=TXM =Zv a,hrhgst�own (rim! 6 a�''wk,pio m (+c sinrarl 4 0 ■aE+0 18 12 i ■ AL, 3 o.a ft JK ■ we wt o.w■ wm z e FL— 15210.4 n a.ir SL ■►i,� p . . ••• • . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • `%% * �`•� • • ••• ••• ••• • �e /i a S } ice;• ? 5 p QM OR INTERIOR a \\\M'R �i ' 29 EXTERIOR INTERIOR . EXTERIOR NTERIOR AA • • • • • - a a 30 31 32 33 34 2 VEIM A[ CRM SEMN 40 gown w/ ADA Threshold a 36 _ n♦ 3% ^Iry 3 B E E 8 1 VE CAL citoss SECWN S VERTICAL CROSS SECTION a 7 Ouhwin0 ww,*v wn 18 12 Imm N.T.S. a a•a •n JK • talc W. LFS ; awwo inz � FL-15210.4 a •tsEs Z or,�3 0 1-1/1•MN. � EtAB. (IYP.) -A _ - . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... : • • • • . • • • • ••• ••• ••• • MAX 4 127 r4 A& : : :9. r • • • • .0. • • • • 000 • • • I. • T • • • • • 060 • • 5 VE GL CROSS SECTION d shown Diet► to HwsorrY Oulswklp ony w/49/16 Jaro NMFX* EXnMR I 14 EMB. (IYPJ 1 NOR! AL C SECWON H_ NTAL CROSS J; StwMm Died to ���y Ouhwilp only w/ 4 9/16 tomb 8 SOulsvirlp C w/ 49/1 C Jamb MAX D V� d B(TE ROM HrERIOR 6 VEIMCAL CROSS SECTION r &15 r31 HOMONTAL CROSS SECTION Stlown Dk.0 to M--- Outswklp o111y w/ o-9/16 Jomb IIIIBB O O QQ it © L © Q HORIZONTAL CROSS• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • . see got 000 . . r •of • 0 • Q Q Ur D80WTtOCKSET s: Nsvaoosranr�anur lm T L® !S Munrol i I FlAiE MANUAL RAISED TONGUE GEAR SYSTEM a �f IT O O 0 uTr11 AND 0EA B LTS M ruTe 25 iaiW.Wsbm 2X BUCK IX BUCK DIREU TO MASONRY 2X BUCK IX N= DIRECT TO MASONRY 9i NCK IX BUCK DOW TO MASONRY SIRME JAMB L& N.T.S. a rn JK c or Us 0...d FL-15210.4 aJ—sU i . . ... . . . ... • • • • • • • • • • • • ••• ••• ••• • i x � U 57 s aQ zx BACK 5e _ tx euac G DB' OTO M MASONRY a € u •�+ O2 1B 12 i St" N.T.S. 5 om •t JK e ENDWATnD"-1M3000 STRIKE JAMBOEIA14 wLws LF'S 3 9PLtACswam Wo Ic FL-1521a4 n •Hm m w w . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... • • • • • • . DIRECT TO MASONRY JAMB (TYP.) 4 . . . . . . . .4-itl r JAMB P (SEE STffET 81 • • • • 4 • • �EE�lA1GE " L 2X BUCK b D TYP. HEAD DETAIL (TYP.) L JAMBS • G 1X BUCK DIRECT TO MASONRY MASONRY D MASONRY OPENING OPENING TYP, HEAD ... I E. JAMBS FRAME 2X BUCK �u �O C00CRIMAN Nola, 1. Cd JMCFIWWJ00011 a dRI•com•n mwoeagl•r dtot 01*01 Ranh 0p•ddac•b,,Kmf0 frt 2 Conmwimandlor loco I noted . AIAXONCiLf rnw0bea4nrwlto maWahRu mh•dp•dtomodarJatYt oddRord I Q I —doa mar e•wQ+•d b w•u• No IMAX ON Cr3 W c nrnbn me not ae••ded S Conmole WWAW Aohlc ANCHOR ANCHQIr . MAN. MN. CfARANC W MAiONRY MIN. CLEARANCE TO A f 7YPE . SQE EAIRFLIMENI • fDG[ ANCHOR ANCHOR 1 w . lie 1.1m r aeo Ile IaM 1' e Ilw • i/If• 1.1/f' ASYIONN 1•UX TA I i• WOOD SCRE1MRi1TAWIR)N NOTF3: MoYrdraniinrnSAT'•N•dilarne. I•rddfganc•.A t•a.G 1pOCklp d' woatltaeM7 to p1w "MipYRnpofmod. c _4-9/ICJAMB M _ 2X BUCK "/I r JAMB N DOW TO MASONRY JAMB (TYP.) — (SEE SHEET B) Sll oN�YADA ' $ma JAMS FRAMEANCHORING MamM coruhuclon DIRECT TO DIRTY MASONRY M M TX BUCK G G 1xBUCK I 2X BUCK L BUCKfl gg 2X BUCK IX BUCK DHWMlSON �+l I1 M DIRECT TOMASONRYG Ix BUCK SB 2X BUCK LATCH t OEAOROU OWAQ DETAi MpInaft DIRECTTO MASONRY 1X BUCC T NME JAMB t eR JK L ft. U rnn roe FL-15210.4 E7 -a or -a 4.61r otv IWRM7N 11M�SNOLD � poa►fl O01SWM11• f! !D 33 rate► � �ndmc RBI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • ••• ••• •• • 4XF TTf • •• ri rsww nlf�sflofn 81 Ca1+r�io ts�sl 38 OfSMSIVG THUSHO1D ca,mao a NVIRM 1f1 BHM Ift ��244•�21�—�i '��'�IIN Ittt t��, � �ioi POLY flIER JAMfI \ v € l l s �d r 4-W I 2 wiooc�Nwe d D N 1101i fwE t. tm FL-15210.4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ... UL OF MATERIALS MAIEW MRT It,s4 JO r �W`�, O �wn .• ''''•dill f ,�� ~'�w TT •• 1� ,,`,, - v� \`gU Rl yCp O 4 6 i nv $o s k 9 � 1? s Dm 02 16 12 = � N.T.S. 9 ow �+ JK i we er. va. W. • FL-15210.4 0 aar L v.li O A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG � 0.55 C 1 i4" MAX. SHIM SPACE • • • • • • • r • • D i/4" X 2 3It' PFH ELCO OR ITW CONCRETE SCREW S • E MASONRY - 3,OD0 PSI MN. CONCRETE CONFORMNG TO ACI • • • • 301 OR HOLLOW BLOCK CONFORMING ro ASTM C90 L�C>r1CREiE • G 3/16"x31/,1"PFH ITYVCONCRETE SCREW S� I 1 /4" X 1-3/4" PFH ELCO OR OVAtiaq Y :t MIAMI•DADE MIAMI-DADE COUNTY +® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 10100 NW 25' Street SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or matiAIr fails to • • • perform in the accepted manner, the manufacturer will incur the expense of such;p§tying and the MIJ may • • immediately revoke, modify, or suspend the use of such product or material withj,R 1 juris4 jio� REP....:. reserves the right to revoke this acceptance, if it is determined by Miami -Dade, C.&-gy Product Control Section that this product or material fails to meet the requirements of the applicable Lviiding code.• • . • This product is approved as described herein, and has been designed to comply wills tie Florida building • • • Code, including the High Velocity Hurricane Zone. • •; • •; ; • •; • • • • • • DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.• • V : . • • APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, I&tr;ded Aluminum Tub#...:. Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with rPvisiAH dated OU16/18 • • prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing TRe Miami-Utd County • Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Countv Product Control Section. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 Y-3114Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TA.S0262-94 3) Water Resistance Test, per FBC, TAS 202-A4 • • 4) Small Missile Impact Test per FBC, TAS 2Dj; 9}• • • •; • •; • 5) Large Missile Impact Test per FBC, TAS 2W.04. along with marked -up drawings and installation diagram of cgMneiat wind, .W2 jnullew• using a 1"x 2"x 1/8" aluminum tube mullion, prepared by HurrIMe Testlhg Lab, Inc',': Test Report No. HTL-0080-0105-08, dated 03/26/08 for SEQL;ens je? •f •and 1,*::: signed and sealed by Vinu J. Abraham, P.E. ...... (Submitted under NOA No. 08-0331.07) • • • • • • • • 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC,PA 201-94' • ; • •; along with marked -up drawings and installation diagram U an alumm* u*& fixed ...0 window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuef Pere , P Product Control Exa t.08 r NOA No. 18-012 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E - 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t6 Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, srdtiuiens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26%b.8, -signed and sealed by • • Vinu J. Abraham, P.E. ' ' • ...... .. .. ...... (Submitted under NOA No. 08-0331.07) • • • • • • 3. Laboratory compliance letters for Test Report No. HTL-Op80'-0303-96. j4ped by • Hurricane Test Laboratory, Inc., dated 03/06/96, signed ands : dale d by."Timothy 1.*:**. Marshall P.E. • • • •' • (Submitted under NOA No. 95-0929.39) • • • • • • • .' 4. Laboratory compliance letters for Test Report No. HETI-96-3250 issued by�HuTricar" • • o • Engineering & Testing, Inc., dated 02/12/96, signed and sealed by'Hecto? M' Medina....: P.E. 0 0000 • (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. -Wmilwi�� - Manuel VmCrezP.E. Product Contro&Xxwjliner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F.AC6;h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corpc;g�cir signe4'arid sealed by Javad Ahmad, P.E. ' ...... .... sees D. QUALITY ASSURANCE e a a e e a a. 1. Miami -Dade Department of Regulatory and Economic Resour. � � *(RER) • E. MATERIAL CERTIFICATIONS • • • • • • 1. None. • • • F. STATEMENTS ' •' 1. Statement letter of conformance, complying with FBC 5` Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ;a' z, P Product Control er NOA No. 18-29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 r1°°°'�� a2s a2s 2.000 L Is - .332 NV Sz - .332 N\3 1X2 MULLION 6063-T6 r U000 3.000 .125 L Lji CUP ANGLE 6063-T6 It - .9502 N\4 St - •035 AT\3 Ix - 2.9762 I14\4 Sz - 1.4881 IN\3 1 X3 MULLION 6063-T6 Iz - 2.0374 W\4 Sz - 1.0187 w\3 2X4 MULLION 6063-T6 Ix - 8.2757 IN\4 Sz - 2.7586 N\3 .. .. . . . .. .. • 250' TYP. 000 FIOLE • 33' • • •• .000 'W' DIMENSION MULLION 'W — IN. 2' 1.688 3' 2.688 4' 3.588 6' 5.688 .715 L875 a25 �I 1 4.001) MULLION ION CLIP FOR 1 BY TU13E CGI-383 6063-T6 MULLION CLIP FOR 2BY TUBES 2X6 MULLION ccI-395 6063-T6 I 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MUWONS USING MUWON PROPERTIES ONLY 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 F114I2 . ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 113Y 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 SHINS TO BE HIGH IMPACT, NON-METALLIC MID NON -COMPRESSIBLE. MATERIALS O4CLWM 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 h ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L*. 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. `11111111111/// STEP 1 DETERMINE DESIGN LOAD fff0URE0 PER ASCE 7 FOR PARTICULAR OPENING. PRODUCTR6VISED `�`.AJ�•. 1� STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING m YY i F1 A ABOVE LOAD REQUIREMENTS. BIWdN/Coft �F�/�o •'' 1 '!\' '! STEP 3 U ��ECTION TO MULLION AS PER PRODUCT AO0�O00�,��t USING GRAPHS ON SHEET 2 SELECT MULLION SITE WITH By 2018 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Muni ade Prodlcl IN STEP 1 ABOVE C OF: drawing no. USING ANCHOR TYPES ON SLEETS 4 e 5. AND ANCHOR GRAPHS '••' a'" M95 — 1 3A STEP ON SHEETS 3 w 3.1. SELECT ANCHOR TYPE WITH DESIGN RATING 4s MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1 X 2 X 1/8• MULLION 1 X 3 X 1/8• MULLION 1 X 4 X 1/8• MULLION 130 130 130 n 120 720: 120 T. • LIENEWF� •MLEMOM • y1 110 110- 110 VI Sg• 50-5/ MULL AN f �5dgj chi 100A 100-& I • 100 yWI �CC � a 90 ]8-3 'MULL AN go- : IME31IL LM� 4 90 83• Wl I ,.... I VA 80 i BO MORE $ 80 I I INS10E RECTANOUTAR SINPE O9R O J J 74-1/ ' n 70 c9 70L. v y� 70 fgPoZOMAI MULLION _ 11. I g ¢ C 0 G o a 60 64• W E F � 1 � so SO-5/8' so 96 'n �• 40 40 40 EMME 108' E3 GO rj ... 30 63• 30 30 0 W 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 I^ MULLION SPAN I a C TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - NICHES TRIBUTARY WIDTH -INCHES jE a Iv 130 2 X 4 X 1/8• MULLION 130 2 X 6 X 1/8' MULLION TYPICAL MULLION ARRANGEMENTS M w c zJ n 50-5 8' / t3 w w 120 720 . F4' W1 + W2 WIDTH (W) = 2 o 56' 74-1 0 110 110 63' �• 100 700 74-1/4 MULL c ggtlj p t �90 a9O J 96' e J 106' 1, 70 0 — LI MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED O o 4 � g F n 120• VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) E T' ? - 60 96• 60 �12 40 40 PRODiKT REVISED r rrMf�M wph 16� Fildg� _ Y� :• = 1; 30 132• 30 Al-Dr29.od _ Of ••j drawing no. 25 35 45 55 65 75 85 TRWARY WIDTH INCHES 25 35 0 55 65 75 85 TRIBuuRr WIDTH - INCHES _•',� MULLIONS "'I°ml P'°d"" �.,,Ssip' ?��` M95-13A - A` �71111 111\\\ sheet Of 5 VERTICAL 1•XLI0N GLAZING cuzrlc PRODUCT PRODUCT PRODUCT ' � GLAZING GLAZING PRODUCT PRODUCT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 2 ANCHORS TYPE 'A' 2 ANCHORS TYPE 'B' 2 ANCHORS TYPE 'BH' �µP 130. 130- 130CHORS V j • N • • 120 120- • 120 / Z w • 31 N o f 2 q 1 10 1 10 - • fit q 50-5 O p`V ` g 100 100-.100 d W e 5 �•� • fY CG n a 90 a 90 •• a 90 �CIIP 0 t y n • ANCHORS � � � ei I I • I W1 W2 C a 60 6 a so- 0 8E p a o O O O CL1P ANCHORS HORIZONTAL MULLION 0 l4 N N70 W 70 N 70 INSIDEHES TO BE RECTANGULARRISHAPE Q W y o �60 8 �60 �60 Jo�gd 9 Q W N f F 50 1 50 50 O ♦ � I n 40 1 40 40 4 Ci ,o c n 30 30.............WON MEN 0 ME .... . ... . .. 30 o 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 E 00 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES P MULLION SPAN 9 a' c rn c 2 ANCHORS TYPE 'BF' 2 ANCHORS TYPE 'C' o �� 130 130TYPICAL MULLION ARRANGEMENTS 2 In NM M W W7 + W2 3 J 120 120 38- /8' MU LIONS WIDTH (W) = Z U 3 0 4- 110 110 5 5/8' ANCHORS 100 100 APPLICABLE TO ANCHORS INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 38- /8- MU ON SP 56 OR THRU 1BY WOOD BUCKS INTO CONCRETE a gp a 9p ANCHORS 'B' I I 3 APPLICABLE TO ANCHORS INTO CONCRETE 0 80 o 80 74- 4' ANCHORS 'BH' o �+ $ J 50- J APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS IX z 70 OR THRU 1BY WOOD BUCKS INTO BLOCKS w kH B 7o a a 0 5 o ANCHORS 'BF' • . V `_ 60 96 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 60 1 OR THRU 1BY WOOD BUCKS INTO BLOCKS - 50 74 50 ANCHORS 'C' m o « 8 m 1 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES c 40 40 `TT 111111I/// 30 30 �••�'•, i Q 25 35 45 55 65 75 85 25 35 45 55 65 75 85 PRODUCT REVISED � � TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES avumplyingwilhlh•Fbrom _ _ } Building Code p c NOTE: AooeplroeegotlJ-or29..n� ,..f" 2.019jr_ � � 9 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS o,le Zpj,� Q '•.• OF • !� � drawing no. LOCATIONS AT HEAD, SILL OR JAMB ENDS. BY �'.� 0�' C9��� M95-13A FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. 2 ANCHORS AT MULLION ENDS n4�m ,aeP<oducc ���s`r�O AL Vol` (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) //11111111T sheet 3 of 5 • • 38 3/8' UWON PAN 50 5 • 6• 74 VERTICAL MULLION i 0 GLAZING PRODUCT GLAZING PRODUCE GLAZING `� PRODUCT 3 ANCHOR aL }I GLAZING GLAZING CUP PRODUCT PRODUCT ANCHORS 120 110 100 90 80 70 60 50 40 10 130 120 110 100 90 I 0 80 70 0 60 50 40 30 4 ANGHVKD ITYG A 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 120- 1 0- ,DD - 90 I J Z 70 O � 50 40 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 4 ANCHORS TYPE 'B' J■.�'� �■■„NE MOME mumoRk"m �NEM NIN MEW MIL ■ `EW6062 N `INEME 110h ` MENEMIN NONE■' 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 130 120 110 100 g� 90 3 80 z 70 0 60 50 40 30 4 ANCHORS TYPE 'BH' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CLIP ANCHORS CLP l ANC ANCHORS VERDCAL ZGLAM A $ A p o0 HORIZOHTIL MULLaN ARCHES TO BE NSCRIBED �' Ti NSIDE RECUNGUIM SHAPE Q 2 PRODUCE 3 Q W W i F �� GIAZ ANCHOR Al /1 GLAZING GLAZING CLP PRODUCT PRODUCE ANCHORS II MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - WI + W2 2 ANCHORS 'A' ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 18Y WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES PRODUCT REVISED . cwapt,:ig wild dw Pixi& "i'' RIM.ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS "` imDwc �0 LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. ¢ ANCHORS AT MULLION ENDS Nam' Pam` (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) /W �•,� u ark Ms. OF drawing no. M95-13A II ° 4/4" 0 ULTRACON 1/ ANGLE 2 X 2 X 1/8" 9 ALUM ANGLE / 14 S.M.S. 2/ ANGLE 3 MULLION 1BY OR 2BY WOOD BUCK -MULLION d 2X2X1/8' ALUM ANGLE . 2-5/8" LONG d I I I I - I I 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION I I I 1 I 2 X 2 X 1/8" I ALUM ANGLE I I I 1 / 14 S.M.S. fir- _____ 2/ ANGLE II 2' MIN. I II I� NOTCH ANGLES 1 II MISS MARBLE SII 8 � II OR TRIM II . ° d a TPREC� CONIC' . 1/4' DIA. ULTRACON • 1/ ANGLE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • d!1/4' 0 ULTRACON • • • • • • • / ANGLE • • • 2X2. 1/8' . • • • • • ALUM•ANGLE • If I• • • ••• ••• • 0' 14 S.M.S. 2/ ANGLE L•___ _� • in •• • • • • • �MUWON 18Y OR 28Y M_U1WIIIIIIIIII oNO N WOOdD � B U°C K 2X2X 1/8' ALUM ANGLE 2-5/8" LONG p__.d° d 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1'X2" TUBE MULL ' NBTCIt WOOD BUCK .TO ACCOMODATE -CLIP,ANGLE TO MASONRY 2 X 2 X 1/8" ALUM ANGLE / 14 S.M.S. 71/, LTRACON 3/ ANGLE MULLION d ° CQNCRETE OR MASONRY BLOCKS 2X 2X 1/8" ALUM ANGLE 3-5/8' LONG 1• ' M5 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS PRODUCT' REVISED m --WYeR -A d» Fluids Buildi,gC.& .. _._ 3 2V F h � o 9 8 � drawing no. M95-13A sheet 4 of 5 MUWON CUP MUWON --ram----- I I I I I I I I I I I I I I 1 I 1 I I I I I I 1 < 4/4' • ULTRACON 1/ ANGLE ,9 d: e i •A 1BY OR 2BY WOOD BUCK d < d . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • .•• • • • • • • • • . a ./4' 0 ULTRACON • • • ■UWOR CLIP • • • • . •/ ANGLE • • • • • •• •• •o F�MULWUONI NOTCH CUPS TO MISS MARBLE SILL d .. Y •PRECAST CONC' d \8 I ! SILL y 1/4' ULTRACON 1/ ANCLCL E I I I I 1 I I I I I I I I I I I I I I I I I 1BY OR 2BY W0' BUCK U° z d i N O a. SEE SHEET 1 FOR APPUCABLE MULLION CUP TO 1BY OR 2BY TUBE MUWONS AND FOR FABRICATION OPTIONS OF MULLION CUPS BUCK ,emu .VOOD 7OTA000MODATE • i CLIP.ANGLE TO MASONRY CF y 3 Q W 2 n 10 ,6 0' Op`a 71/4' LTRACON 2/ ANGLE z 0t RM, 0 ----- LL------ 1. .. 6 Q 0 O . g 0���3 _ MULLION 'd .— J z U) J ' CONCRETE OR MASONRY BLOCKS m s I 0 N h e CI m C � MUWON ti E O 11 ----r-r----- ` --�- E a r - N C I I o O�nm N 3 0 O M 3 I o z I I O� I I M v o V v°ii CZJ LL N O I I O� nrr-r-l-Tn a PRODUCT' RYiMEI) = wMh a FioAY 0592 R°` le-ot29.og - n«epl>mceT'a 4829 :ro J � � ZQ;� ` _ E i - DNe TE OF :.� drawing no. Minn Dade r�oa�eR c �''/s/ ONAL ���?�• M95-13A ///RIIIT1t�1 sheet4.tof 5 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIAL ULTRACON BY 'ELCO' (Fu-177 KSI, F"m KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'- 1/4" DIAL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 10Y BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'Br- 1/4" DIAL ULTRACON BY 'ELCO' (Fw177 KSI. Fy-155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 10Y BUCKS INTO BLOCKS 1-1/4- MIN. EMBED INTO BLOCKS TYPE 'C'- 914 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (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) TYPICAL EDGE DIST�CEEDGE DIST�CE INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS T'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ... • .. . .. .. .... • • ••• ••• ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• Z e Q b P n� ACCESS HOLE Q' 2 OR 4 ANCHORS TYPE 'C' O �+ STRUCTUREMETAL SEE SHEETS 3 TUBE MULLION � ru & FOR CAPACITY r ---------------------- s o s � Q�i�i:E� THIS SCREW CAN INSTALLS IN EITHER I Al�14 X SCUP AT 1X2 SMS d: 1X3 MULLION DIRECTIONI DIRECT2 PER CLIP AT LARGER MULLIONS 1/0' THICK ALUM CHiANNELMUWON� I � 18Y OR 28Y TUBES LENGTH TO FR SNUG I I INTO I ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED m a•moyq whb a Florid• B.""Cab rA -a-- OF •. (j�� drawing no. MIAMNDIADE MIArn DARE COUNTY, FLORIDA Wil PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows & Do 10100 NW 25 Street Miami. Fl. 33172 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this produot•oz i Mterial fails to perform in the accepted manner, the manufacturer will incur the expense o;jyah testing V*nithe AH1 • �, may immediately revoke, modify, or suspend the use of such product or materialMhW theif1ut (f ction...... RER reserves the right to revoke this acceptance, if it is determined by Miami-DadaMusty Product Control Section that this product or material fails to meet the requirements of the applicable building code. : • • This product is approved as described herein, and has been designed to comply with the Floridawilding • • • • Code, including the High Velocity Hurricane Zone. •...•• DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Windo; �)�,A1.1. • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 1 0 Min. Hvriz. •Sliding • ••: • Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I 1 of 11, dated 0-(294M with fe;hton "H'; .... dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P. E.TeMing the ' Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number ant expiration date by the Miami -Dade County Product Control Section. I MISSILE IMPACT RATING: Large and Small Missile Impact Resistant I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-d, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0918.09 MAMFDAM courirr Expiration Date: September 22, 2020 LEAUsYt/01 Zril-1 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1 Air Infiltration Test per FBC TAS 201-94 •••• 2) Uniform Static Air Pressure Test, LoadingWF$C, TAS 2Q2-94 • • 3) Water Resistance Test, per FBC, TAS 202.94:•. •..•.: ....:. 4) Large Missile Impact Test, per FBC, TAS 29'1•-" a 0 0 5) Cyclic Wind Pressure Loading, per FBC, TAY203-94:... :. 6) Forced Entry Test, FBC 2411 3.2.1, TAS ZYK • •; • o • along with marked -up drawings and installation diagram oL%.6tries S'b1�i' 61 12Q,... aluminum horizontal sliding window, prepared by Certifiedffv$t Laboratories, Test •� Report No. CTLA-3062W, dated 07/07/15, signed and sealed brRam$Sh Ce Patel."":P.E. . .. ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TA.J2Z-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No.15-051Z05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-051Z05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) • .. • . • • • . 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 • •' • 2) Uniform Static Air Pressure Test, Loading*peCFBC, AS7242-94 • • • • • 3) Water Resistance Test, per FBC, TAS 202'94* * * 0:....: 4) Small Missile Impact Test, per FBC, TAS Ep;.-- 4 ; • • • ; 5) Cyclic Wind Pressure Loading, per FBC, IA&203-94. ..:..' 6) Forced Entry Test, FBC 2411 3.2.1, TAS 201� : * 6 9 6 along with marked -up drawings and installation diagram: bf*. % series "Sentinel" •. aluminum horizontal sliding window, prepared by Hurrican4 Test Labosaior:�% LLC*"" Test Report No. HTL-0080-0102-10, dated 06/04/10, signed. afld:sealed.by.Vinu 1'0••; Abraham, P. E. 0 • • • • (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their °Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, e xpiring on 07/04/18. ge M.:'lasencia, P. E. Produoft Control t 'nit Supervisor NOA !1o. 17-0918.09 Expiration Date: Sept ember 22, 2020 Approval Date: Nov :tuber 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 0000 . F. STATEMENTS . .... ...... ditid 1. Statement letter of conformance, of complying with FBC 5th En (2014) arui of no . • financial interest, dated 08/17/15, issued by Al-Farooq Corporatrivsr, signeo4l d sealed..:. by Javad Ahmad, P. E. """ :....: 2. Laboratory compliance letters for Test Report No. CTLA-gb , daw-CW07/15, 0000 issued by Certified Test Laboratories, signed and sealed by RW=ji.C. Pagel, P. E. * •; 0 • 3. Testing Proposal issued by the Product Control Section, datea•0/0846,1igned 1134..00 Jaime Gascon, P. E., Section Supervisor. . . 4. Laboratory compliance letters for Test Reports No.'s CTLA'3056: VA9 dated 0 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3054 YC,;dateSQjZt6/15, ji • • • issued by Certified Test Laboratories, all signed and sealed by Ramesh C.'PaW, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HT1-0080-0102--10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. I5- 0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Hori.z. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G- orge M. Plasencia, P. E. Pro6uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). . . .... ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Americ;,a ne. fo�rr c;r • • • • • "Trosifol® Ultraclear, Clear and Color PVB Glass InterlatUT' dated 01/19/17. ...... expiring on 07/08/19. •"' ' .... . ..... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmerLe%jne. fpr their ..;.. • "SentryGlas® (Clear and White) Interlayer" dated 06/25/1 it exliuing onVPN/18...... 3. Notice of Acceptance No. 17-0712.03 issued to Eastman ChOWCatCompany (MA) •; for their "Saflex CP - Saflex and Saflex HP Composite Glass InterIayeH Jvith PET" Core" dated 09/07/17, expiring on 12/11/18. : •' • " : • • • • 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Comb=yTMA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA # 15-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prgduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 111- • ••• .a • • �— FLANGE • • • • • • • • • • S• MAX. • • • , c .. ... . . TYP.•MAX, H1EAD/SIL C Mra mLE 6 ° �, b I-- _ F 11 F • • • • • • 6 B N • / • • •• SS JL_____ _yY 11 1 I I H�i 5 S II � � 1 FALSE MUNIINS (SURFACED ) 32 7/B' AODL ANCHOR REDO. 32 7/B' AT CENIER OF ALL PANELS D.L. OPG. Fmm OR OPERABLE OL OPG. ABOVE 30• PANEL WIDTHS 36 3/8' AT HEAD/SILL 110' BUCK WIDTH S 1/2' MAX. HEAD/SAL M. S' Kw. A2 MM. STILE • 13 5/16' MAX. HEAD/SILL ---- iv � n 8 v v � ilu FALSE MUNTINS (SURFACE APPLIED)-/ 32_- OPTIONAL D.L. OPG. DL OPG. 36 3/B' VENT WIDTH FIN FRAME SERIES SENTINEL 120 AT uMINUM HORIZONTAL SLIDING WJNDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 do 3. PRODUCT REVISED •s ornpMn. Mfh th• PNrMa APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS NCI•B, 17-0914.09 OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MWAI-DARE COUNTY APPROVED WINDOWS USING M"I-DADE COUNTY APPROVED MULLIONS 6cpiratfsn Do 09/22/2020 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL L/ • en n WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REWIREMEMS OF THE 2074E (STH EDITON)/2017 (6TH EDRION) FLORIN LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS 1 BY OR 20Y WOOD BLICKS k V. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE •; y 1r •v .. TT 11µ YJVYI�i MATERIAL SHALL BE BEYOND WALL DRESS040 OR STUCCO. ,; AAA`` A LOAD OURAMON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� P��• �� ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. •• THIS PRODUCT APPROVAL S GENERIC AND DOES NOT PROVIDE INFORMATION • • FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY ._ OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR INFLTFWON RESISTANCE ETC. ►.� ; �� WATER CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL / It IIL11` Orawwv no. W10-18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . FLANGE •ADTIM • • • • • • MAX. • • • • 56 MAX. • • HEAD/SILL • • • f*. 006 • A C 5 5 t I I I I • • • • • • • • II II F I II II • n F • • • • • • • 8 yI li /. 71• 6 • / • • •• it 6 jjll 41F_�_ E3 x h = O b �� b, II N I u it II II II 5 5 FALSE MUNDNS (SURFACE APPLIED) 24 1/2" /2 -ADOL. ANCHOR REDD- 49 5/8" AT CENTER OF ALL PANELS OPTIONAL D.L.OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS D.L. 28• AT HEAD/SILL u FLANGE & FLANGE ADAPTOR FRAME 1 to" DUCK WIDTH 5 1/2" 13 5/16" MAX.MAX- HEAD/SILL 5� HEAD/SILL �w b E2 8 N� �0 o N x b FF ' V N Z O. m > N FALSE MUN71NS ' (SURFACE APPLIED) 24 1/2" 49 5/8" OPT10t1P1 D.L. OPG. DL U, 28" VENT WIDTH FIN FRAME II II F 11 It 11 II F 6 11 11 II 11 II V u � u n II II B2 II II II II 1 B II II - - FLANGE WIDTH 5 1/2" MAX. 5" MAX. HEAD/SILL TYP. Al MTG. STILE II II II g II II F li Bt ii e p N i2 l B7 Al u u II II I 1 u I FALSE MUNTINS (SURFACED 24 1/2_ �ADDL. ANCHOR RED LL 49 5/8" AT CENTER OF ABU D.L OPG. FIXED OR OPERA ABOVE 30" PANEL D.L OPC. 25• AT HEAD/SILL —.1 M-1 EQUAL LEG FRAME PRODUCT REVISED as complying with th• Florida guliding Code NOA-No. 17-0918.09 Expiration Data 9/22/2020 ay , Miam roduct CAMMI =4- I n mz m A Zjz 3 J a U I IS N IL i IM IL 4 ��1yF 0 o IJg pgca4�3 Q�z ZCZ8-1LI W CIE d y N C I n 1. PANELS Ll nOTHS p L s C O ZF N 1f1 � n R It n n � C) L) ` 70592 o OF r•(y"`� drawing no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ' DESIGN LOAD CAPACITY - PSF • ' (XO OR OX SIZES) • FIANCE DIMS. BUCK DIMS. STD. M. ILA6 R.D. IRG. GIASE TTPEB TWAT, GLASS Tdb* W 17N HEIGHT NAM HEIGHT EXT.(+) INT.(-) EXT.(i) I INT.(-) 26-1/2• 37' 53-1/8' 74' 20• 25-1/2• 1. 52-1/6' 73' 25' BSO 65.0 90.0 Wo 65.0 65.0 80.0 90.o 05.0 mo 80.0 90.0 65.0 65.0 Box 90.0 25-1/2' 37' 53-I/a' 74' 25-1/2' 36' S2-1/8' 73' 37-3/8' 65.0 65.0 80.0 90.0 30-3/8' 65.0 65.0 80.0 mo 65.0 OS.o 60.0 90.0 65.0 65.0 80.0 $0.0 5- 37' 53-1/6' 25-1/2' ,. 52-1/8' 73' 49-3/8' 65.0 BSA 80.0 90.0 S0_5/6' 65.0 mo 80.0 90.0 55.0 65.0 80.0 90.0 74' 65.0 65.0 80.0 90.0 28-1/2' 37' 33-1/5• 74' or 25-1/2' 36' 52-1/8' 73' 02' 85.0 6S0 80.0 90.0 55.0 $5.0 80.0 MO 53.0 65.0 80.0 90.0 60.2 602 80.0 90.0 (1/2W) (1/2w) A s c �J OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH XO OR OX' • • fDESIGIJ LOAD CAPACITY - PSF • • • • • • • TV OR 0% SIZES) • • • • FLQiT.lt D1iSs • • • • • BdCR eDiS. • ffm WM' RAM R.D. MTO. RAIL B.D. MTG. RAM GLASS TYPES TWAT. Tkll' GLSS TYPES 'r k 'Bl' GLSS TYPES 'C' k 'Cl' WIDTH HEKafr WIDTH HEIGHT EXT.(+) ENi{-) EXT.(+) WT.(-) EXT.(+) 9AT. (-) 55-3/4• 4r15/16 �1 26'9 • • 54-3/4' 7i14j/,5 B!-1/2' a!� • 55.0 SM 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 0&0 65.0 80.0 90.0 65.0 65.0 *-3 4 JlL15PIG &7-1/2• • • /6L • • /4' 015/10 8't-?A' • 37-3re' • • 65.0 65.0 60.0 90.0 65.0 65.0 65.0 65.0 50.0 90.0 65.0 65.0 65.0 654 80.0 9o.0 65.0 05.0 SS-3/1' ?a- 16/16 83-1/2• 50-5/8' 54-3/4' -15/16 62-1/2• 49-5/5' 65.0 mo 1 90.0 OS.O 85.0 - - - - 65.0 05.0 _ _ _ _ B5.0 65.0 55-3/4' 6-15/16 63-1/2' 63' 54-3/4' 7-15/111 82-1/2' 62' 65.0 65.0 80.0 90.0 65.0 85.0 - - - - 65.0 65.0 BSA 65.0 (1/3w) (2/3%V) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' Ii' TYP. BUCK DIMS W TIP. BUCK DIMS FJ ANGE FRAME FO 1 IAA LEG FRAM FLANGEDots E5 E4 STD. MTG. RAIL' E4IH.D. MTG, RAIL: PRODUCT yREVISED ui•IdlODw� :z_"ft the Mods MOA46w 17-0918.09 Expkawn DrAo 09a=020 BUCK DIMS Fl ANGE ADAPTOR FRAME FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES CN THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o- drow'iN no. W10-10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DESIGN LOAD CAPACITY - PSF • • (XOX SIZES) • • FLANGE DIMS. BUCK DIMS. STD. AUG. RAH. H.D. . dum GLASS TYPES 'a'k'U 'B'k'Rf GIA 'rft • v k`B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" 26' 73' 105-1/4' 110' 25' 65.0 65.11 1* 0 90.0 65.0 65.0 80.0 90•• 65.0 65.0 80.0 �11-0 74' 106-1/4" 111' 38-3/8' 73" 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 90.00 65.0 65.0 80.0 90.00 65.0 85.0 80.0 90.0 74" 106-1/4" 111' 50-5/8' 73' 109-1/4' 110' 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65,0 80.0 90.0 74" 108-1/4' 111• 63' 73" 105-1/4` I10' 62' 65.0 63.0 80.0 90.0 61.6 61.6 80.0 90.0 D E. 80.0 90.0 (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' • • • DESIGN LOAD CAPACITY - PSF • • • • • • • (XOX SIZES) • • • • • "G1r 6bms. • • • • • • • • eBUCK•DIMS. gam, Mom, RA, H.D. MTG. RAH. H.D. XrG. RAIL suss TYPES Tk'Af, '11WIll' Guns tress T, k 'Bl' cuss rnEs C' k 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) I INT.(-) EXr.(+) INi_(_) EXT.(+) INr.(-) 74. a06-1,(f' ,11• 24 • • • 73' 105-VI IB 0' 25' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80,0 90.0 65.0 65.0 65.065.0 50.0 90.0 65.0 65.0 •74•• 1DO- 1)•l' • 111'• • A8-3#(8' • • • • 105-1/AP 1qd 37-3/8' 65.0 65.0 50.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 $6.0 65.0 74" 106-1/4' 111' 50-5/8' 73" 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 90.0 05.0 65.0 - - - - 65.0 65.0 - - - - 65,0 65.0 74' 106-1/4' 111' 63' 73' 105-1/{' 110' 82' 65.0 65.0 30.0 90.0 65,0 63A - - - - 65.0 BSA (1/4W) (1 I OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' h. TYP. BUCK DIMS 1i" Tm, BUCK DIMS FLANGE FRAME FnUAL LEG FRAME FLANGE DIMS _ ES E4 STD. MTG. RAIL: A rD. MTG. RAIL: PRODUCT REVISED as eompiving With the Florida Bulldlny Lode Non -No. 17-0918.09 �{�V m • Q a Expiration Date 09/22/2020 q BY F� k g 6. Miam uct Control 0gn�4! IL N 0 b9- (% G yI p•lp N o O 0 6 O o OIAW9: QILN�6 1 Zow o� J Q W M E F BUCK DIMS ANGE ADAPTOR FRAME FLANGE DIMS _ r FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-219 . N .70502 : Li jL CIF '.1��: drowing no. 1 W10-18 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . U PRODUCT REVISED • • • • as eomDt "n9 with th• Florida • • • • as com ode o • • Non -No. 17-0918.09 Z M1 3 • • • • • Fapiration Data 09/21J2020 0 k q By 6 a Mlam a uc on roS (� • • • y1 • • • •• 0 • • �i D ii a •• • Cv¢m lac<� 0��=� 1 gmg J boo C a��F� C (1/3W) (2/3W) m G 0 00 W (1/2W)E- C, C G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH s O n o NNr n 'XO OR OX' R p 3 n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH c Z n^ 'XO OR OX' o BUCK DIMS g� FIN FRAM4-E " og�>$ FIN FRAME a a o 9 u � W `,``1 1111111/lll'/ 1 r.-;1 ! .�� dam• '/� Na 70592 _ ji J, NOTE: - � b 5 GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0.., of . �` drawing no. AND FLORIDA BUILDING COMMISSION /'' �'�` W1 0-1 8 STD MTG. RAIL: H.Q. MTG. RAIL: DECLARATORY STATEMENT DCA05-DFC-219 /� /lllllllllll sheet 3 of 11 DESIGN LOAD CAPdCITY -PSF (XO OR OX SIZES) BUCK DIMS. 3171. IPfG. RAH. H.A. YTG. RAIL suss rtea4 'A'4'At', 'B'!'BI' cuss mess 'H' k 'HI' WIDTH HEIGHT EXT.(+) INT.(-) ExT.(+) IHT.(-) 25-1/2' 3g' 52-1/B' 73• 25' g5.0 65.0 g0.0 80.0 85.0 fi5.0 80.0 80.0 85.0 85.0 BOA 80.0 fiS.O 65.0 80.0 80.0 25-7/2' 36' 52-1/8' 73' 37-3/B" 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 85.0 65.0 80.0 80.0 BS.O 65.0 80.0 80.0 25-1/2' M. 52-1/8' 73' 49-5/8' fi5.0 65.0 80.0 80.0 �'0 66.0 H0.0 80.0 85.0 65.0 B0.0 80.0 B5.0 85.0 80.0 80.0 25-1 /2' 36' 62- 65.0 85.0 80.0 80.0 80.0 80.0 F6585.0 85.0 80.0 80.073 80.2 80.0 80.0 • • • • D •S�{XO.OR•OX� SIZES)- PSF • • • • �e� DS�.• STO. H.D. YTC. tiAH, R.D. YTG- R►H. Mess tr1� • 'r��te •�.•�• stars rrras �' � �t• cress 'rna5 '� A 'Ot' WIDTH MOGHT INT.(-) EJCI.(+) IHT.(-) EM.(+) IM.(-) 34-3/4' -15/16 g2�1/?' •2f' • • 65.0 65.0 80.0 80.0 65.0 85.0 • fi0 •Bj.O B0.0 80.0 65.0 65.0 • 5.0 65.0 80.0 BOA 65.0 85.0 54•S/Ij 7-1'S`11S 82-1/2- • • 3�-S/�' • 65.0 .0 80.0 BO.O 65.0 65.0 • 65.0 81-0 80.0 80.0 65.0 65.0 65.0 65.0 tb.0 80.0 85.0 85.0 34-J/4' -15/16 82-1/2' 49-5/e' &5.0 65.0 8i0.0 80.D 65.0 63.0 - - - - 85.0 fi5.0 - - - - 65.0 85.0 54-3/4' -Is/ts 82-1/2' 63.0 65.0 80.0 80.0 65.0 BS.O 6s.o e3.o - - - - 65.0 63.0 . . ••• . • . ... . . . . . . . . . . PRODUCT REVISED �u • • • • as computing with the Florida CCootld • • Building • o • NOA-no. 17.0918.09 Z m o 3 • • • • Expiration Date 09/22J2020 `�_` B r W Z C C Miam ad uet n r� C 9 p O �O`4 U .0 • W1� v o� • 066. COQ pi 0 ONO: F Q E3 iLz�-w - O Q�isR ,qNq �t U i6 C 1 n �¢ 0 n (1/4W) (I/2W) (I/+W) fi O j R Nv N N � n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH p„ 30 M C Z 'XOX' XOX' o� g U �5 O BUCK DIMS e � 0 o FIN FRAME � FIN FRAME 9 9 Ip g . . AN Sp'•'ucEr+sF'•''� Na 70582 NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) .qc� Os� drawing no. AND FLORIDA BUILDING COMMISSION �:�t�s ' .... _��� W� O-1 S STD. b(TG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 7r��1 `. �irrrjjjj11G1�`` sheet3.1-f 11 DESIGN LOAD CAPACITY -PSF (xox sizes) BUCK DIMS. BTD. llTG. RAII. H.D. MTG. SAIL GL!&S TYPES 'A'k'l1', 'B'k'BI' GLL49 TPP68 'B' k 'Bl' WIDTH HEIGHT E%T.(+) INT.(-) EXT.(+) IM.(-) 7J' I05-1/4' 110• 25' 65.0 85.0 80.0 80.0 65.0 65.0 80.0 B0.0 65.0 fi5.0 80.0 80.0 73" 105-1/4' 1 t0' 37-3/8' 85.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8' 65.0 85.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 05-1/4' 1,110' 62' 65.0 65.0 80.0 80.0 61.6 81.6 80.0 80.0 80.0 80.0 80.0 80.0 i (1/3W) (1/3W) DESIGN LOAD CAPACITY -PSF • • • • • • j7C0� �`iES) . . • • BUL7C•I�iB � • . li'[G LAB.• a➢. M1G. BAA. H.D. MTG. RAA. GLL7 PYPI9 • '►'k'A� 8B!'Bi' •*L1S3 YYP� • k 'B1' GIA88 7'fP85 'C' k 'C1' WIDTH HEIGHT EM.(+) IHT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 10�1/4' * p- • 25�• • • 65.0 65.0 80.0 80.0 85.0 85.0 8 BS 80.0 80.0 B5.0 BSO 6510 iA 80.0 80.0 65.0 65.0 33• • 1031/ti p' • • • 3F3,�' • 6 65. 80.0 80.0 65.0 65.0 6s0 65.0 • 80.0 80.0 66.0 65.0 6.�.ff �i.L 80.0 80.0 65.0 85.0 73' 105-1/4' 110' 49-5/8' 85.0 85.D 80.0 Bv.O 85.0 65.0 - - - - 65.0 65.0 - - - - 85.0 85.0 73' 110' 65.0 65.0 80.0 80.0 85.0 65.0 - - 65.0 1/8" ANN. GLASS 075" Interloyer Safe. CP With PET Core By Eastman Chemical Co.' OR .09, Interloyar Saflex Clear And Color Glass BR 'Eastman Chemical Co.' 090' Intarloyer SeniryGlaa RKuroray America, Inc.' 090' Interlayer TrosifoI PVB By 'Kuromy America, Inc.' 1/8' ANN. GLASS p F m SIUCONE CE 1200 �Dow CORNING 899 DOW CORNING 995 . . . . • . . . . . 1/8- HEAT STREN'D GLASS • • • 07e Interlayer • • • • • S�fl�x CP Witl*PE?C.4 • By aatmen Ch —11.1 • : R 0 • • • • • jntenay f • • • • • ! ! Lear A9t�iw Giles 'Eastman Chemical Co.' OR 090' Intedayer S ky.Glas • • • • �'t1�19°�r • of • K$Fa� Amerx♦ • • • �Ir�.• • • , 1/8- HEAT STREN•D GLASS a Z (aSILICONE GE 1200 !!r DOW CORNING 899 Mi DOW CORNING 995 E8 / ' APOIN T 1/4 TS ON LITES yr AT 1/4 POINTS ON LITES W M7 WIDER THIN 36" M7 hii WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' 5/16" NOMINAL LAM GLASS 5/I6- NOMINAL LAN. CLASS 1/8- ANN. GLASS 1/e' HEAT STREN'D GLASS .075' Interloyer .075" Interiayer Saflex CP With PET Core Seflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR .090' Interlaysr 090" Interlayer Saflex Gear And Color Glass Saflex Clear And Color Glass 'Eastman By 'Eastman Chemical Co.' By Chemical Co.' OR OR 1/4' AIR SPACE 090" Intenayer SentryGlas 1/4- AIR SPACE 090" Interlayer SentryClas By 'Kumray America, Inc.' OR By 'Kuraroy America, Inc.' OR 1/8' HEAT STREWD GLASS 075" Intedoysr Saflex CP WRh PET Coro By Eastman Chemical Co.' OR 090' Interlayer SentryGlaa By 'Kumray Americo, Inc.' 1/B- HEAT STREN'D GLASS m SILICONE GE 1200 /'DOW CORNING 899 n / DOW CORNING 995 a O @IAT / W POIN 1/4 TS ON LITES WIDER THAN 36' GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS 1/8- HEAT STREN'D CLASS 075" Inter' aysr 1/4- AIR SPACE Saflex CP With PET Core By 'Eastman Chemical Co.' OR 1/8 ANN. GLASS 090" Interlayer 090' InteHayer 1/8- HEAT STREN•0 GLASS .090' Interloyer 1/8- HEAT STREN'D GLASS SentryGlos Troeifol PVB Trosifa! PVB By 'Kuraroy America, Inc.' By 'Kum-y Americo, Inc.' 1/8' ANN. GLASS 1/8' NEAT STREN'D GLASS pp.. F �" m SILICONE GE 1200 = 00 SUCONE GE 1200 uyr DOW CORNING 899 DOW CORNING 899 ] DOW CORNING 995 Ml DOW CORNING 995 M7 1 \ ii XL EDGE SPACER I XL EDGE SPACER ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' OR OR a DURASEAL BY 'QUANEW 0 DURASEAL BY 'QUANEX' O OR O OR N Ey SUPER SPACER BY 'OUANEX' W F9 SUPER SPACER BY 'QUANEX' W SIZES WM7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL GLASS TYPE 'Al GLASS TYPE 'Bl' 0.70' OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL LAM. GLASS ( S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING DOERIOR PLY OF GLASS TYPE 'At', '81' @ 'Cl* MUST BE TEMPERED. By Kummy Amsnca, Inc. 1/8- HEAT STREN'D GLASS SILICONE GE 1200 In DOW CORNING 899 M1 DOW CORNING 995 �i XL EDGE SPACER li li ST. STEEL BY 'CARDINAL' OR 0 DURASEAL BY 'QLIANEX' 0 OR 14 14 E9 SUPER SPACER BY 'OLIANEX' W M7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 0.70' OVERALL INSUL LAM. GLASS PRODUCT REVISED — complying with tho Florida Building Code Now -No. 17-0918.09 Expiration Data 09/22/2020 Z n 0 m By Q i Z a F fflsam•piirrroauct Gontrol 0R` e f ^TIL rya V �jyW � m 8 0 z Q w� W .a J Zia WL Q W W E F C rr n 0 N s 013 W 9r M C � OjEN o (6u) xai � M 0 M n -a 3 $ 8�� ��•''uGEN.4Cr 70592 - 8, .� drawing no. W10-18 1EY WOOD BUCK : 4 10 EDGE r. la WOOD BUCK . . or . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS . ... . • /—SEE ELEV. . . . .. . S FOR SPACING • • • • • •� 777- 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING d FLANGE & FLANGE ADAPTOR FRAME 'HORS D ------------------- MNMI-DADE COUNTY APPROVED I MULLpN & MULLION ANCHORS SEE SEPARATE NOA I EDGE DtSi. � ---------- FOR 2 3/8' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CCI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/8' MIN. Fw177 KSI. Fy-155 KSI) INTO 2BY 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) WHEN USED ,HE Eu+. wooD rx,ac 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DEPTH SHML BE 236'• THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUCKS IS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) PERWI ED. 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) (GRADE 2 CRS INTO MLAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) PRODUCT REVISED STEEL- 1/8' THK. MIN. (Fy - 36 KSI MIN.) as compryhg the tFlorida (STEEL IN CGNTACT WITH ALWINUM TO BE PLATED OR PAINTED)Building Cedes NOA-No. 17-0918.09 TYPIC."J_ EDGE DISTA GE ExpiotlonDate 09f2=020 INTO CONCRETE AND MASONRY - 2-1/2' MIN. By INTO WOOD STRUCTURE = 1' MIN. Miam • Product on INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MW. CONCRETE AT HEAD, SILL OR JAMBS fo - 3000 PSI MIN. WEEPHOLES: C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Wt = 1/4' X 1-1/2' WEEP SLOT AT 4-1/8' FROM EACH `LT L11 IIIITJJr END WITH PLASTIC COVER V�JPR. �.. W2 - 1/8' X 1/2' WEEP SLOT AT 3-1/8' FROM EACH END `� `•V N•F W3 = 1/0' X 1/2' WEEP SLOT AT 3-1/8- FROM EACH END or drawing no. W10-18 . . •• .. •• . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . ... .. . .. .. .... . . . . . . . • . . 1/4' MAX. • BUCNWIDiH • • •_ SHINS • • • • • • • VENT WIDTH • • 000 000 • • • • VENT TYPICAL ANCHORS SEE ELEV FOR SPACING O O O • • • •• • • r,l XOX LAYOUT Ml4Ml-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA 1 I it II u I I I L __J TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. BUCK WIDTH SHIM I VEM WIDTH TYPICAL ANCHORS 1 O 1 O SEE ELEV. FOR SPACING Bol �I � +-•,-F- SCREENS OPTIONAL EXTERIOR EXTERIOR FLANGE f 1/4' MAX. SHIMS 1 1/2 xQ 28Y WOOD B R _.. _.. WOOD STRUCTURk TYPICAL ANCHORS SEE El FV. FOR SPACING OALTERNATE SWEEP LOCK 1 OPTIONAL TO 1 SPRING LOCK MAX. c FLANGE ADAPTOR FRAME Ay.V o 0 3 Z , g FLANGE ADAPTOR FRAME 0 1/2' TYP. a S 0 01 " 00 E v C) Paco O -O H QWOJ SLL 2 LL, ZN_ I �6229 1 0 N O � ? v V n C I n E3 0 p0 w ¢ C OF^O Sd 0 n »i d 3J n C Z 3 C, O - SEE _EV. •••n EJ FOR SPACING v s INTALLATION DETAILS SHOWN ON PAGES 5 •• c o n.er _ AND 6 APPLY TO BOTH FLANGE FRAME AND O.p o`'d a FLANGE ADAPTOR FRAMES. • E p W is 8 R S - ``11111111111IT� c y .••vGENSE'•• PRODUCT REVISED as O with the Florida :• 1 _ %Ing Bod• � w „ =_ uilding o � WOOD BUCKS NOA-No. 17-0918.09 '. -" r (� Explr•tlonDote 0912212020 'O •, OF ?�W� drawing no. ,'�AAAr W 10-18 I:' :,.. Mlaml-0ad duct ontrol /, 11 �L1\fA�``` L ef . . .. •.. . . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . a:. rY_.� ilorloRs • • :V" TYPICAL ANCHORSEV r SEE EL. • I FOR SPACING 8 EQUAL LEG FRAME foIDu r_ ______________---- t 11 MINA -DARE COUNTY APPROVED 11 Z y O 11 MULLION k MULLION ANCHORS 11 y £ i 11 SEE SEPARATE NOA 11 y i EDGE 1 O F 11 1 LL =---------------�J O�N�O yt y �i u�Im • IOI' V � � P�7 a�I,m o TYPICAL ANCHORS TYPICAL ANCHORS O a n g SEE ELEV. FOR SPACING FOR SPACING Iq = p n C ,- ��m�g L 'oil EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES f d WITHOUT THE NEED OF A WOOD BUCK. Q I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236'. THE USE OF DEEPER OR BEVELED WOOOBUCKS IS PFRMRTED. TYPICAL SEE ELEV. FOR P PRODUCT REVISED c " comp'yi�g with th. Florida Bulldinp Cod. won -No. 17-0918.08 �1 Expintlon Data 09/=2020 O ui By MIMI a ro uct ontro Dcr R N� M N O n -3 cz�N MIAMI-DARE COUNTY APPROVED MULLION h MULUCN ANCHORS gym" C9 p Q SEE SEPARATE NDA U 2 'P VGE ri 0592 = o '-• OF drawing n-18 o. ILLUSTR EXT. OF NOT BY HOUSE V NOT BY r HOUSE % NOT BY 1 . . ... • . . ... .. .. . . . .. .. . • . . ... . . . . a:. • TYPICAL ANCHORS: SEE EEV. FOR SPACING • • • • • 48 SMS (F. a 74 KSI MIN.) • • • • • • • • INTO 2BY WOOD BUCKS CR WOOD STRUCTURES • • • • • 1-1/2' MIN. PENETRATION INTO WOOD FIN FRAME �V.V Q O PRODUCT REVISED as eom 1y1 with the Florida Q a Building Cod• NOA-No. 17-0918.09 O W O \ 80 I!Wratlon Date 09/22/2020 a Q y n Miam a roducS f.T� Q G m O W a Q60<a99� In R Qa-ME N C � � n 0 Li v MAX. 0 W 1000 STRUCTURE 1/4" MAX. BUCK MOTH 1/4" d .O En W OT BY CGI GAP GAP 45 C = j x 1/2' MIN. 1/2' MIN. ri I R 0 M n E2 og� v<� BACKBEO GUUONG I _ _ = = = _ 11�I IYi` o? g% - - -SCREENS OPT. _�._.._.. --- - tt t C. •�4�4 EB HOUSE WRAP NOT BY CGI EXTERIOR - 3a m o c " i yy TE OFF drawing no. W10—�8 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . PRODUCT REVISED as eom 1yy�1rr��gg with the Florida DuiWin@ Codi NOA No 17-0918.09 Epiration Data 09/22/2020 6y . MlamF-OadeP duet Control \`\1111% 1111" OF�rawingh "fill %\\�` �V � o_ n } ^ a LL 8 N n g �IT81[ PART QUANTITY Z q h f q € �G h �Yl ri Q alp Q I N Q LLzo Q W Ol E R N U e C n n 0 00W C 02N0 Ot N� b 0 n J 3 cZ4� U 1112101 rpO A fr u3€ u e •tl v= ^ mb�o o $ S g W u z no. sheet 9 of )) DP3CRIPTTON• • • • • • • • • • M"T��' NANP✓SUPPI.�R/RYY.Rrc Ef CGI FRAME JAM�O N%ED r./SS • • • • • • • BOBS -TB CGI EXTRUDER E2 CGI- FRAME SILL • BOBS-T6 CGI EXTRUDER E3 CGI- FRAME HEAD • • • • • • • • • • • • 6083-T6 CGI EXTRUDER E4 MEETING RAIL BOBS-78 CGI EXTFtIIDFR ES LOCK RAIL BOBS-T6 CGI EXTRUDER EB Cp-105 - HANDLE RAIL BOBS-T6 CGI EXTRUDER E7 CGI-108 - SASH RAIL • • • BOBS-T6 CGI EXTRUDER EB CGI-I07 - 5/IB' GLAZING BFli • • • • • • • • • • BO6J-TS Cq EXTRUDER E9 CG1-108 - 0.700" GLAZING BEAD BOBS T5 CGI EXTRUDER E10 CCF-709 - FRONT FLANGE A�AOTOR • • • • • • • • • • BOBS -TB CGI EXTRUDER Ell CGI-1I0 - NAIL FIN ADAPTOR fi063-T6 CGI EXTRUDER E72 CCI-135 - TF FRAME JAMB O FlXEO GLASS 1i063-T6 CGI EXTRUDER E13 CGH136 - TF FRAME HEAD 6063-TB CGI EXTRUDER E74 CGI-139 - TF FRAME JAMB BOBS-Tfi CGI EXTRUDER E15 CGH740 - 1- MUNTIN BOBS-TS CO EXTRUDER E76 CGI-141 - 2.5' MULLION fi063-Tfi CGI EXTRUDER Ef7 CGI-6D5 - SCREEN FRAME BOBS-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN BOBS -TB CGI fJ(TRVOER E19 Cq-115 - SILL FILLER BOBS -TB CGI EXTRUDER F20 CGI-716 - FRAME JAMB BOBS-T6 CGI EXTRUDER E21 CGI-117 - MD LOCK RAIL BOBS -TB CGI EXTRUDER E22 CGI-13B - TF FRAME SILL BOBS -TB CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR BOBS-T6 CGI EXTRUDER Mt GGI�T82V - GLAZING Bt1LB VINYL (DUROMETEIi 75-Mt SHORE A) PVC - M2 CGI-111 - SCREW COMER (OPTIONAL) PVC - M3 CGI-112 3' @ ANCHORS EQUAL LEG COVER/SHIM PVC - M4 0.700' X 0.040" BEAD GE7200 SILICONE SILICONE GE M3 - 0.700' % 0.040' BEAD D01V 995 SILICONE DOW N6 - 0.700' % 0.040' BEAD DOW B99 SILICONE DOW M7 _ 2/ LITE SETTING BLOCK EPDM DUROMETER BOf5 SHORE A M8 - - PFIDTECTO WRAP WATERPROOFING OR EOUN. - - M9 684 - BOILER TRACK PVC - M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - M17 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLNAN M73 CGI-131 2PER SASH HANDLE RAIL F1J0 CAP NYLON N&N M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON N&M N13 OPTIONAL RETICULATED FOAM 30 PPI - - M78 Cd-134 - JAMB SPACER PVC PROTOTYPE OR EWN. N17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EO11N. M18 CGI-732 2PER W0. 2- 545}I STOP PVC PROTOTYPE N19 CGI-111 O FR. HEAD SCREW COVER PVC PROTOTYPE N20 CGF-125 2PER SASH SASH GM CB/T BALANCE) NYLON MhM M22 VARIES N-FLO WEEP C0IIERS PVC ANESBl1RY OR EWN S2 - 2 OR 3 PER CORNER i 10 X 1 t/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 53 1 1/4' EMBED. t/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - 54 _ 4 PER WO. >� 8 X 1/2` PH. SMS. ST/ST BALANCE BRACKET SCREW - - 55 2PER . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . '*a. . . ... . . . . .. . 1---2.440--I2' • . , .: • • • • . .'.2.y3 : : TJ73 • • ,�p'4f� �5 .705 .050 TYP. .705 �.4 �t. pu c Z2.101 01 1.30 1.550 1•�0,864 2b46 TPT 1.,01 .065 TYP. 1.220 1.007f;2.348 f�� 6 i • • • • • • • • 069 .050 O 5/16- GLAZING BEAD O .700- GLAZING BEAD 1.J95 O C N tV U.R Ei3 FLANGE 1.155-4 1.015 FRAME HEAD Oo FLUSH • 1.1 • • 1015• • • • • .•o. • . FRAME HEAD • • TYP. • • • • • t. • .745 • E4 MEETING RAIL 1449 Eft NAIL FIN ADAPTER t.395 i80 L .293 1.496 I I .065 .060 I 1.413-1 FFF------ 2164 t.255 N3 FLUSH FRAME COVER M2 SCREW COVER 00 n B Cf O F 0� L 10 _ Q 61201 a O 1.015 1.140 1.015 j-- I 1.140 F1,71"-.050� 7- 1.015 1.220 1 .080 O 4.430 I 3.685 065 TYP. 2.685 3.930 3.185 .065 TYR 2.855 1.043 O LOCK RAIL lYP Ej9 SILL FILLER h C el m • ss 0 1.788 j�-1 450 1W i ZS O0�11 C W V 2.440 2.440 .5: .050 O B 2 N O N Q2 FLANGE FRAME SILL O FLUSH FRAME SILL 0 1.Ot5 65 2.3t0 1.220 N 0 raj n 3J I-----2.737 I j^-2.737 I { I E23 FLANGE ADAPTOR 3 a„ U Y' O o 1.043 065 TYR 065 ice. I FZt ALT. LOCK RAIL � 2.505 2.613 2.505 2.613 1.892 rg N lip 2.195 PRODUCT REVISED Buildingas cctmpiCodiwith the Florida 17-0916.09 `o y 3 1.000 .991 .500 .991 5.277 2.737 1.015 I NOA-No. Expiration Bate /22/2020 g g g nnor E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) it BY Nlam a ro uet Control 1.043 E6 .811 y .811 j^ I HANDLE RAIL �j 1.025 I f `1111111 i11 i11 / =ti!Z .065 TY. L015 25052.50s 065 TYP. 1.015 .745 1.395 5O"8F2 __ Do3°md 085 r0w9ii 1.000 t.015 . •��:�� '_ y � 1.745 12 FLANGE FRAME JAMB (FIXED) 1 E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL pt.,• �;G; i�7ss�O�A`11�`' `` W10-18 sheet Q of . . ... . . . ... ... • sz0 0 •• • •� •: • • PRODUCT REVISED ��V • • • as complying with the Florida • • • • • Building Code o • • • • • • • • •• /,/ NOA-No. '17-09'18.09 • • ••• ••• •A• / Expiration Data 09122/2020 0 q zd / By �Z zn j Nilam o f roduct Control 9 Z o` Q •• • • • •• ••• •• N �+ • • • • • • • • • / CL N • ••• • • • • •• • m ci Y •• i • •• • • • • • • • •• ••• o H i • • • • 2m Sdo<� ,o a�mf� FRAME TOP CORNER c ` r VENT TOP/BOTTOM CORNERS 5p 0 w g C 0 r' n m / N N� aC /N 00 r'M7 h i 3 p i m ® o F o SS8 ry oW c FRAME BOTTOM CORNE14 so R �`� J "••���� i •e OF .IV drawing v no. %s •.. on���A����(((`yyy��'� W 10 —18 MED MTG. RAIL CORNER i9�1", "ALm\,` `` sheet 11 of 17