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WS-17-1074 F� rmit NO, '1 S-4�-'17-1074 Miami Shores Village M 'P@lYtJtt Ty)*1 WindowsCSh ttem 10050 N.E.2nd Avenue NE A� o c Classitication:WindowIDc Repiaoerh Miami Shores,FL 33138-0000 Phone: (305)795 2204 Permit Status:APPROVED F�oRtn� Expiration: 10/15/2017 '`' Issue ate.4/18/ 017 Project Address Parcel Number Applicant 289 NE 102 Street 1132060134970 Miami Shores, FL 33138-2426 Block: Lot: ALFRED&NANCY DOWSON Owner Information Address Phone Cell [ALFRED,&NANCY DOWSON 305 NE 91 ST MIAMI SHORES FL 33138-3129 Contractor(s) Phone Cell Phone Valuation: $ 18,000.00 T BOWLEG CONSTRUCTION (305)494-6737 Total Sq Feet: 0 Type of Work:INSTALLATION OF 23 WINDOWS AND 1 DO Available Inspections: No of Openings:24 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 DBPR Fee Invoice# WS-4-17-63733 $5.10 04/18/2017 Credit Card $50.00 $341.00 DCA Fee $5.10 Education Surcharge $3.60 04/18/2017 Credit Card $341.00 $0.00 Permit Fee $340.00 Scanning Fee $12.00 Technology Fee $14.40 Total: $391.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informati is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- d c actor to do the work stated. April 18, 2017 Authorized Signature:Owner / Applicant / Contractor k Agent Date Building Department Copy April 18, 2017 1 a Miami Shores Village _ Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 � BUILDING Master Permit No. �S(� PERMIT APPLICATION Sub Permit No. ffiffiBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 289 NE 102ND STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3026-013-4970 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ALFRED DAVID DOWSON Phone#:786-556-4086 Address:305 NE 91 ST STREET city: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: (' y CONTRACTOR:Compan�Name: e 17��y ( v"'"��r� u'^ Phone#: Address: 0 City: State: 'c Zip: zsS q Qualifier Name: i`em, \ Phone#: State Certification or Registration M C C'1 C I Certificate of Competency#: DESIGNER:Architect/Engineer: I`r r' Phone#: Address: City: State: Zip: Value of Work for this Permit:$18,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New N Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF 23WINDOWS AND 1 DOOR Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee S Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUES 4( , C-K) s e � Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing-information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be app r d a spection fee will be charged. r Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of f1l--VL 20 1-]�- .by day of d^ 20 tel" by j� LW S 4" ,who is personally known to l 4 °tr ,who i personally know to me or who has produced � '/ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: l3 BGGl�1l�yl Print: ""'rp'" RE n1hE) 3M Seal: Seal: `i r'F MY COMMIS ON#FF129050 �P••., ` " "� "',? cR°' EXPIRES June 3, 2018 ############# •� —My owmiisbpiYp �•,oF;n�'a°" �C�I�l��June 3,�18 la ) 0183 Fiorldallot so ice, m APPROVED ans Examiner Zoning Structural Review Clerk t � ' NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,the following information is provided In this Notice of Commencement. Space above reserved for use of recording office 1.Legal description of property and street/address: 2.Description of improvement: 3.Owner(s)name and address: Interest in property: Name and address of fee simple titleholder: 4.Contractor's name,address and phone number. 5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number: Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name,address and phone number: 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number. _ 9.Expiration date of this Notice of Commencement: (the expiratlon date Is 1 year from the date of recording unless a different date Is specilled) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INT TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTI F MMENCEMENT Signature(s)of O r S. riz cer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI / ,/ 7 The foregoing instrumentment was acknowledged before me this_.—L day ofl•,— D By ❑Individually,or ❑as for ❑Personally known,or produced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) s ?Q MY COMMISSION#FFt29050 VERIFICATION PURSUANT TO SECTION 92 525 FLORIDA STATUTES '° oF " EXPIRES June 3,2018 Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and belief. a Signature(s)of Owner(s)or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 123_01-52 PAaE3 02 SNORES• G Miami shores Village ` , Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L tis 8 Tel: (305) 795.2204 LORIDp' 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 Date Print Name Assura Windows&Doors CUSTOMER ORDER ESTIMATE Quote# 1543 North Powerline Road Pompano Beach,FL 33069 501278 ASSU RA www.assurawindows.com WINDOWS&DOORS Office:954.781.4430 E-mail:sales@assurawindows.com BILL TO: SHIP TO: ALFRED AND NANCY DOWSON Griffin Bldg.Prods Llc 305 NE 91ST STREET 4870 NW 167 STREET MIAMI SHORES FL 33138 Miami Gardens FL 33014 Phone: Fax: Phone: 305-494-6737 Fax: 4802474156 QUOTE NAME PROJECT NAME DOWSON RESIDENCE 1289 NE 102ST STREET CUSTOMER PO# QUOTED BY LAST SAVED Bariffin 2/18/2017 10:00:23 PM Comments: Labor cost includes removal and disposal of existing windows and doors.Installation of wood bucks,interior and exterior caulking included in Labor cost.Permit and Engineering Fees not included in price.Structural modifications,drywall repair, tile, finish floor,and wood trim work not included in Labor cost.2 year workmanship warranty.Material lead-time is 5-7 weeks. LineItem# Description Net Price Quantity Extended 100-1 Series 805 3 Panel Horizontal Roller $999.74 1 $999.74 JeT"x 5.625" ',0l $/V Impact Rating=Large Missile,EXT.(+)Rating=80,INT.(-)Rating=80 CPD=TML-M-2-00087-00014,U-Factor=1.08,SHGC=0.46,VT=0.38,CR a =16 4 Frame Type=Flange Frame,Handing=XOX Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish= White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lami(Ann/Ann),Interlayer Type=PVB Unit 1 Left, 1 Center, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer)=No,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing Screen Included=Yes Room: SOUTH ELEVATION Quote Number: 501278 Page 1 . Of 4 LineIt'em# Description Net Price Quantity Extended 200-1 Series 805 2 Panel Horizontal Roller $531.42 1 $531.42 58"x 50&5" 1� ) I Impact Rating=Large Missile,EXT.(+)Rating=80,INT.()- Rating=80 CPD=TML-M-2-00087-00014,U-Factor= 1.08,SHGC=0.46,VT=0.38,CR $ _ = 16 Frame Type=Flange Frame,Handing=XO 1 Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish= 1 White-AAMA 2603 fib Unit 1:Glass Make-Up=7/16"Lami(Ann/Ann),Interlayer Type=PVB Unit I Left, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer) =No,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing Screen Included=Yes Room: SOUTH ELEVATION Lineltem# Description Net Price Quantity Extended 300-1 JSeries 805 2 Panel Horizontal Roller $311.23 3 $933.69 37"x 3JK75" j� )/tl Impact Rating=Large Missile,EXT.(+)Rating=80,INT.(-)Rating=80 Frame Type=Flange Frame,Handing=XO Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish= White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lami(Ann/Ann),Interlayer Type=PVB Unit 1 Left, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer) 37 =Yes,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing Screen Included=Yes Room: SOUTH/EAST/WEST Lineltem# Description Net Price Quantity Extended 400-1 Series 805 2 Panel Horizontal Roller $360.35 1k $720.70 t I 3ZxP.625" 3 If 1, — 1 i Impact Rating=Large Missile,EXT.(+)Rating=80,INT.(-)Rating=80 CPD=TML-M-2-00087-00014,U-Factor= 1.08,SHGC=0.46,VT=0.38,CR 0 =16 Frame Type=Flange Frame,Handing=XO Two Tone Finish=No,Exterior Finish=white-AAMA 2603,Interior Finish= White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lami(Ann/Ann),Interlayer Type=PVB 37 Unit 1 Left, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer) =No,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing Screen Included=Yes Room: NORTH ELEVATION Quote Number: 501278 Page 2 Of 4 LineItem# Description Net Price Quantity Extended 500-1 Series 249 Single Door $1,330.32 1 $1,330.32 35"x Po" Impact Rating=Large Missile,EXT.(+)Rating=58,INT.(-)Rating=80 Glazing Bead Type=Square,Handing=Hinge Right,Sill Riser Height=1518" a Sill Height,Bottom Rail Type=9"Bottom Rail Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lami(HS/HS),Interlayer Type=PVB Unit 1:Glass Color=Gray,Obscure Translucent(White Interlayer)=No, Textured Glass=None Hardware Type=Residential,Hinge Style=Standard Butt Hinge,Multi-Point Locking System=Yes,Include Handle(s)?=Yes,Overhead Door Stop=No, Keyed Alike=No Backplate Style=Standard,Lever Style=Venice,Split Finish?=No,Exterior Handle Finish=Satin Nickel,Interior Handle Finish=Satin Nickel Room: WEST ELEVATION LineItem# Description Net Price Quantity Extended 600-1 Series 805 2 Panel Horizontal Roller $677.62 i $3,388.10 W"�5,0-,65" �11 _, 1 \ �l L mil,, I Impact Rating=Large Missile,EXT.(+)Rating=80,INT.(-)Rating=80 CPD=TML-M-2-00087-00006,U-Factor= 1.08,SHGC=0.46,VT=0.38,CR = 16 Frame Type=Flange Frame,Handing=XO Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish= White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lami(HS/HS),Interlayer Type=SGP Unit 1 Left, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer) =No,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing Screen Included=Yes Room: SOUTH/WEST/EAST LineItem# Description Net Price Quantity Extended 700-1 Series 805 2 Panel Horizontal Roller $677.62 AW $3,388.10 74"x 50.625' Impact Rating=Large Missile,EXT.(+)Rating=80,INT.(-)Rating=80 CPD=TML-M-2-00087-00006,U-Factor= 1.08,S14GC=0.46,VT=0.38,CR =16 Frame Type=Flange Frame,Handing=XO Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish= „ White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lami(HS/HS),Interlayer Type=SGP Unit 1 Left, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer) =No,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing Screen Included=Yes f / Room: BAY WINDOW Quote Number: 501278 Page 3 Of 4 LineItem# Description Net Price Quantity Extended 800-1 Series 805 2 Panel Horizontal Roller tom, 3 $530.98 5 $2,654.90 74"x 38.375" 4 F -7/_ Impact Rating=Large Missile,EXT.(+)Rating=80,INT.(-)Rating=80 CPD=TML-M-2-00087-00006,U-Factor=1.08,SHGC=0.46,VT=0.38,CR 8 =16 Frame Type=Flange Frame,Handing=XO 74 Two Tone Finish=No,Exterior Finish=White-AAMA 2603,Interior Finish= White-AAMA 2603 Unit 1:Glass Make-Up=7/16"Lauri(HS/HS),Interlayer Type=SGP Unit 1 Left, 1 Right:Glass Color=Gray,Obscure Translucent(White Interlayer) =No,Textured Glass=None Hardware Finish=White,Lock Type=Sweep Lock,Number of Locks=1, Roller Type=Stainless Steel Ball Bearing 1 Screen Included=Yes Room: SOUTH/NORTH/EAS Subtotal: $13,946.97 Handling/Freight: $0.00 Labor: $3,500.00 Sales Tax: $976.29 TOTAL: $18,423.26 NOTE:Quotes are valid for 30 days.Please verify all sizes,quantities,and specifications prior to ordering.Buy acknowledges that unless specifically listed as a line item above,manufacture's sole liability shall be defined in its sales terms and conditions and one year limited warranty which buyer has agreed to and accepted. Quote Number: 501278 Page 4 Of 4 f ' GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT 4870 NW 167TH STREET, MIAMI GARDENS, FL 33014 This is an agreement between Griffin Building Products LLC ("GBP") and Alfred & Nancy Dowson (hereinafter "Customer"). This agreement incorporates by reference the (quotations and other relevant documents) attached as Exhibit A, and this Agreement is subject to its instructions, terms, and conditions. This agreement, quotations, and other relevant documents shall collectively be referred to herein as the Agreement. 1. Specifications of Products to be Delivered The Specifications of Products to be installed is set forth in Exhibit A. 2. Price,Delivery, and Installation of Products (A) Price The price of the products are set forth in Exhibit A. The prices of the products provided are based on specific technical specifications, dimensions, quantities and, if applicable, custom finishes. Customer acknowledges and agrees that it has verified and confirmed the information contained in Exhibit A before executing this agreement. (B) Delivery of the Product It is the responsibility of the customer to make available the premises for the delivery and installation of the products in a timely fashion. (C) Installation of Product GBP is not a general contractor. GBP will be coordinating permitting (if required), delivery and the installation of the products. GBP will choose the installer of the product who shall be licensed to perform the scope of work in the State of Florida. Products supplied shall be installed to code as specified per the Florida Building Codes. GBP agrees to furnish materials only as set forth in this Agreement. Customer acknowledges and agrees that it is the customer's responsibility to ensure that there are no (natural or man-made) impediments at the premises preventing the installer from installing the products. 3. Sales Tax Sale tax will be charged on all orders unless a current signed sales tax certificate is on file with GBP in accordance with the laws of the State of Florida. 4. Delivery Date of the Products and Time-Frame for Obtaining Permits (A) Delivery Date of the Product Delivery dates of the products will only be able to be forecast upon the manufacturer's acceptance of the order. Once such date has been set, GBP shall not be responsible for any delay GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT caused by the manufacturer, labor difficulties, fire, weather, natural disasters or other acts of God, or any causes beyond GBP's control. (B) Time-Frame for Obtaining Permits GBP, in conjunction with its installers, will strive to expeditiously obtain any necessary permits required by the designated Building Department for the installation of the products set forth in Exhibit A. However, GBP shall not be responsible for any delays that occur as a result of the permitting process. 5. No Cancellation or Return of Initial Payment After the effective date of this Agreement, there shall be no cancellations of orders that have been placed. Initial payments on orders are non-refundable and the customer is responsible to the manufacturer for the remaining balance of the order. However, the customer is entitled to reject any damaged products at the time of delivery,but waives that right thereafter. 6. Payment Schedule and Release of Lien (A) Payment Schedule Customer shall pay fifty percent (50%) of the amount set forth in Exhibit A upon the effective date of this Agreement. The next payment of thirty-five percent (35%) shall be due upon delivery of the products. Materials will not be released until second payment is received. The final payment of fifteen percent (15%) shall be due immediately after the designated Building Department has passed the final inspection and the permit is closed. (B) Release of Lien Once GBP receives the final payment (as set forth in paragraph 6(A), it shall issue the Release of Lien to the customer. 7. Customer Indemnification Customer shall indemnify GBP vis-a-vis manufacturer and/or installer(s) for any cost owed as a result of customer's nonpayment. All legal fees (lien notices, collection fees, court fees, attorney's fees) incurred by GBP due to non-payment by the customer to the manufacturer or installer shall be the sole responsibility of the customer to indemnify GBP. 8. Customer Claims Against Manufacturer's Warranty Warranty and claims for defective products need to be inspected and approved by the manufacturer of the products before either a credit is issued or the product is replaced. A "Return Goods Authorization", issued by the manufacturer is required prior to the return of any goods,the issuance of a credit memorandum or the replacement of any product. 2 GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT (A). No Warranty for Silicone and Sealant Squeeze Out Customer acknowledges and agrees that glass has prevalent characteristics such as bubble, slight discolorations, blurs and hairline scratches. Accordingly, the customer acknowledges and agrees that silicone and sealant squeeze out are not manufacturer defects. (B). No Warranty for Glass Distortion Caused by Heating;and Cooling Cycles Customer acknowledges and agrees that heat strengthened glass is subject to distortion caused by the heating and cooling cycles that produce the increased strength and thermal endurance of these products. Customer further acknowledges and agrees that these visual characteristics are not defects and cannot be eliminated; they are to be expected, as they are inherent qualities that meet or exceed federal specification. 9. Customer Claims Against Griffin Building Products GBP's sole and exclusive obligation and liability with respect to products sold to customer are expressly limited to repairing or replacing, at GBP's option, any product agreed by the manufacturer to be defective at the time of delivery. GBP will in no event be liable for incidental, consequential liability or damages caused by customer misuse or abuse or weather- related damages to products supplied. Similarly, and for the same reasons set forth in paragraph 8(A)and(B),the customer acknowledges and agrees that GBP is not responsible for any silicone and sealant squeeze out or for glass distortion caused by heating and cooling cycles. 10. Product Standards All impact and non-impact glass products sold by GBP are manufactured in accordance with ASTM(American Section of the International Association for Testing Materials) Standards, and the quality and acceptability of this glass will be determined by this standard exclusively. If a dispute should arise about the quality or acceptability of impact glass or non-impact glass, a determination will be made by an independent forensic engineer who must be a full member of the National Academy of Forensic Engineers and that individual must also be mutually agreed on by the customer and GBP. In that event, the customer and GBP agree to be bound by the decision made by this independent forensic engineer. In the event that the independent forensic engineer determines that the product is unacceptable, GBP shall repair the product in a manner acceptable to the independent engineer at no additional cost to the customer. 11. Notice and Method of Payment (A) Notice Any notice required to be given under this Agreement shall be in writing and delivered personally to the other designated party at the addresses listed in Exhibit A, mailed by certified, registered or express mall, return receipt requested or by Federal Express (which must be signed for). Either party may change its address to which notice or payment is to be sent by sending the other party (through means provided for in the previous sentence) written notice to the other party of the new address. 3 GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT (B) Method of Payment The method of payment is set forth in Exhibit A. 12. Governing Law,Dispute Resolution,Jurisdiction and Venue (A) Governing Law This Agreement shall be governed in accordance with the laws of the State of Florida. (B) Dispute Resolution The parties agree to make a good-faith effort to resolve any disagreement arising out of or in connection with this Agreement through amicable negotiation. Should the parties fail to resolve any such disagreement within thirty (30) days, the parties agree to have the matter mediated. The parties shall confer and agree upon the mediator. If the mediation does not resolve the dispute, then the controversy may be brought by either party to the American Arbitration Association("AAA"), if the total fee for the products and services is fifteen thousand dollars ($15,000) or less. The outcome of such arbitration shall be binding on the parties. If the products and services exceed fifteen thousand dollars ($15,000) then the matter shall be adjudicated exclusively in the Circuit Court for Miami-Dade County,Florida or the United States District Court for the Southern District of Florida. (C) Jurisdiction and Venue The parties consent to the jurisdiction of the AAA or the Florida State or Federal Courts as specified in paragraph 12(B), agree to accept service of process by mail,and hereby waive any jurisdictional or venue defenses otherwise available to them. 13. Waiver No waiver by either party of any default shall be deemed as a waiver of prior or subsequent default of the same of other provisions of this Agreement. 14. Severability It is the belief and intent of the parties that this Agreement does not contain any provisions contrary to law. However, if any part of this Agreement shall be determined to be illegal, invalid, or unenforceable, that part shall be severed from the Agreement and the remaining parts shall be valid and enforceable, so long as the remaining parts continue to fulfill the original intent of the parties. 15. Integration This Agreement constitutes the entire understanding of the parties, and revokes and supersedes all prior agreements between them and is intended as a final expression of their Agreement. It shall not be modified or amended except in writing duly executed by both parties hereto and specifically referring to this Agreement. This Agreement shall supersede any other documents which may conflict with this Agreement. Should there be any conflict between Exhibit A and this Agreement,Exhibit A's provisions shall prevail. 4 GRIFFIN BUILDING PRODUCTS LLCS SALES AGREEMENT 16. Captions The captions herein are inserted only as a matter of convenience and for reference, and in no way define, limit or describe the scope of this Agreement, nor the intent of any provision thereof. 17. Agreement not to be Construed Against Drafter Customer acknowledges that it has reviewed and understands this Agreement, has had an opportunity to review it with an attorney of its choice, and has agreed to all its terms. Under these circumstances, the language of this Agreement shall not be interpreted or construed in favor of or against any party as the drafter of this Agreement. 18. Authority to Execute this Agreement The undersigned represents and warrants that they (or he/she) have (or has) the authority to execute this Agreement and to carry out all obligations imposed hereunder. WHEREOF, intending to be legally bound, the parties have executed this Agreement on the date set forth below. Griffin Build' oduc LC Alfred Dow ncy o Signature: Si Print Name: Benjamin Griffin Print Name: s Date: Date: 5 MMS E GN EE M , [N Kd = .85 : 2100 W 7.6 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 M.PH WIND ZONE Interior&Exterior Zones (4845 -Walls). Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area in Square Feet Haight 10 20 .30• 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 40 49.4 47.2 45.9 44:9 0.44.2 ••43.6 •' 50 51.8 49.4 48.1 47.1 004133.04 698'45.7 60 53.7 51.2' 49.8 48.8 A8.1 47.4 •••; ' 0000. 0000. 00.00. 000060 0000. 000 Interior Zone (4=.Walls) Negative Pressures 0000,. . Ex osure.0 Forthe 175 mph Wind Zone CATtC#ORI; •. ••�• Effective Wind Area or, Td utary Area in-S 'are F'At •• Height 10 20 30 40 50 0.130 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 =53.4• -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 Maximum A AO < -1.29 -1.23 -1.19 -1.15 -1.13 1'5 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7. :20 -57.2 "53.4,, . -51.1 -49.5 -48.3 47.3 ' 25 -59.8 -55.8 . '-53. -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 . .-51.5 40 -66.1 -61.7 -59.1 -57.2 50 -69.3 -64.7 -61.9 -60.0 -58.5 -5Aj.jW 60 -71.9 -67.0 -64.2 -62.2 -60.6 rN Length of End Zone (a): 10% of least horizontal dimension or .4 h,•whichev !I is s but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height r f NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAYBE TAKEN FOR FLAT 00 S: s f�.Vbk BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search b a �: Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application list>Application Detail FL# FL15920-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived • •••• •••••• Product Manufacturer T M Windows LLC • ••• • Address/Phone/Email 1543 North Powerline Rd .••••• •• • •••. • Pompano Beach, FL 33021 • (954) 781-4430 •••••• • �••••; ocordova@tmwindow.com •••• • • • • •••• • ••••• •••••• •• • ••••• • • • • • Authorized Signature Frank Bennar o •• •• •• • •••••• frank@engexp.com • •••••• • • • • • • •••••• Technical Representative • • ••••••• • • Address/Phone/Email •• • ••• • • • Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE Validation Checklist- Hardcopy Received Certificate of Independence FL15 2 _Rl COI_Indeo_pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summa of Products FL# Model, Number or Name Description _......._............._.._.._.. .._.._... _ ---._._........._.._._.__.____�._._.._._...... _....._.._..--- -- .....__...................._...........__........-_..--..........._._..... _ .__................. __....... ., 15920.1 Series"300"Aluminum Fixed Series"300"Aluminum Fixed Window - LMI/SMI 74"x 122" Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15920_R1II_ wg_p�if Approved for use outside HVHZ:Yes Verified By: Frank Bennardo P.E. 46549��•• Impact Resistant:Yes Created by Independent Third Party: `hes • • • 0000 •00000 Design Pressure: +70/-70 Evaluation Reports 0 0 • Other: FL15920.._R1_._AE_Eva1•pdf0 • •••• • Created by Independenill"Will)Party: Yes:• ••••:000000 0 • •000•• 0000 • • • • • • •000•• 0000 • 0000• • 00•60• 00 • 00000 00 •0 00 . • 00.00 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-481-!WA: • •• The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::/Zccessib N&Staten"6:i,&e and Statlni�t•• Under Florida law,email addresses are public records.If you do not want your e-mail address released in resdb s to#public-records re uest,do•(teem i electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questionf,ileast contact%&%%,87. 395.*Parsuant t0 Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department vW an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: El OR E_ < Credit Card Safe V�"``--4� ENGINEERINGEXPRE55® ° ■ ® PRODUCT EVALUATION REPORT ENGINEERING EXPRESSO EXPERT PRODUCT EVALUATION REPORT 4127/2015 Application Number: FL#15920.1-R1 EX Project Number: 15-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant 6666 . . 6666 6666.. Scope Of Evaluation: .. 6666 • 6666.. 6666 6666.. This Product Evaluation Report is being issued in accordance with the requirements of the iUjda Department of Business and Professional Regulation(Florida Building Commission)Rule6G4apter 61 Q20-, :••••0 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above haslqw46tIbsted ;••••• • and/or evaluated as summarized herein to show compliance with the Florida Building Cudc ft Editiop, , • (2014)and is,for the purpose intended, at least equivalent to that required by the Code..MedaluatiMgl4 .• this product shall be required following pertinent Florida Building Code modifications or wWggs. 0• • 6069.. 66696• Substantiating Data: ' • •••••• .. ... • PRODUCT EVALUATION DOCUMENTS • EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window', sheets 1-8, prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which - -- evaluate the product based on comparative and/or rational Raised. IValid for analysis to qualify the following design criteria: Page A 2 1. Anchor Spacing 2. Maximum Allowable Size/Pressure s Combinations 3. Architectural Shape Options a w 4. Glass Capacity 5. Anchor Capacity & t Ito,&:.A.# 85 . 1R„Roes.. 160 SW 12'" AVENUE #106 DEERFIELD BEACH, FL 33 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS= 4/27/2015 TM Window,LLC.—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 No 33%increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its 0000 respective Product Evaluation Document(i.e.engineering drawing). 0000.. 0000 Installation 00.00 00 • . 0000 0000.. Each product listed above shall be installed in strict compliance with its respective Product Evaluation 0000 Document(i.e. engineering drawing), along with all components noted therein. 0000.. 0000 . 0000. Each product component shall be of the material specified in that product's respective PredwsteEvaluation . ..:.•• Document(i.e.engineering drawing). 000000 0000.. • Limitations & Conditions of Use: ; ;••••; Use of each product shall be in strict accordance with its respective Product Evaluation Oamcurnent(i.Q1•• 0 0000.. engineering drawing)as noted herein. .. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS} A FRANK L. BENNARDO P.E. INC. INNOVATION 4/2712015 Florida Department of Business and Professional Regulation 1940 North Monroe Street,Tallahassee FL 32399 Regarding: TM Windows,LLC Series 300 Aluminum Fixed Window(Large&Small Missile Impact Resistant) Project#15-2370 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire financial interest in the company manufacturing or distributing the productV for which.a.• ...... evaluation report or validation certification has been prepared, as referenced•abeve. This.. .' engineer is not owned, operated, nor controlled by the manufacturer or distriblAd$thbted dW6 0060:0 0000 . and does not have any financial interest in any other entity involved in the approval process df • 0000 6 . . the above-noted product(s). Soso .0000. 0000. ' ' .. •' 6 6:.6' J. .° 0000.. • Respectfully, N .L1e . : • 0600.. Vo � 0 000 0 :0000: 9 t o: Frank L. Bennardo,F.E. �� •. ;91DA n Frank L.Bennardo,P.E.,Inc. ®®�®, FL PE 0046549 yAllow" r'ENG�� .` Cert of Auth#9885 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM MAW L W-NWJ=,P.E. TM WINDOW & DOOR low$ SERIES 300 ALUMINUM FIXED WINDOWvWY LARGE AND SMALL MISSILE IMPACT RESISTANT TMzs_ TMIN =m W$ W �9 3�1 CLU GENERAL NOTES °ag 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA " BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E1300-04 STANDARDS. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND J n LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.3. J DETERMINED POSITIVE GATIED BY OTHERS ON A] PRESSURES DESIGN CALCULATED FOR USE WITH THIS OB -SPECIFIC BASISIN ACCORDANCE WITH THE GOVERN NG CODE SITE SPECIFIC a ii LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE O g 6 OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0 ; a 3 STATED HEREIN. 0 4. THESYSTEM FOR SITE CONDITIONS DIFFERENT UFROM THE CONDITIONS DETAILED HEREIN,A LICLED HEREIN IS GENERIC AND DOES NOT PROVIDE ENSED TION FOR A IC SITE . SED ENGINEER OR0< M S REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. Q p n O S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND 3 SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE § EXISTING STRUCTURE. 02R- 6. R" 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER g O SEPARATE CERTIFICATION. n p 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. zo. 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED F-1 WITH SILICONE. '9 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. LL 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.O.A.#13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 ' 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY •®� RESTRICTIONS. �I x555 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE i5 gge ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR LLC. rq 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS F t SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL ya FABRICAIKJN,r6*WMEREGTON,�CO OPLP$ACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, .. STAR,&FEDERAL•CO�S 4 4M L�VIP�OI+OF TRIS PLAN. 159 EXCEPT AS EXP1*26LY4PROyIDT4p HVEI&NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE L. INTENAD. •• • • • • ••• • 1X �}ILTERATFDN*AD•ITI•NS,•OR QTHW MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND . INVACIEATE Alt I-ERTIFOCOMON.• • • •• mPYwxi seim 15-2370 NCALNt NTS IUL PADS DESCN IPMN, • 0:0 • ••• • • COVER SHEET • 0.0 ••• FL #15920.1 . . . . . . . . . . . .. .. . • . .. .. ... . . . ... . . �a a R�AH^O.P.E. 12'MAX.FOR ANCHORS ,,,A/QO'•.•. POSSIBLE ARCHITECTURAL SHAPES: SOSHAPEMAYEXCEEDSIZEOFTESTEDRECTANGLETRANSCRIBEDAROUNDpR&� 2 -3°MAX FROM Al k GE JOINT WELD 6'MAX.FOR ANCHORS ANV IOIMT OR S 4 (22, POINTS TYP. TYPE B CORNER z (MAY VARY) All fj SURFACE UNTIED FALSE MUNTINS OPTIONAL OPTIONAL i H H9. UE SIDED TRIANGLE HALF-CIRCLE EYEBROW ARCH - -' " - a lzJ4 9 GOTHIC WWW( _33. TRAPEZOID =--_ _—_- �a 4 m W w JIi Oap�W OR- , OF moo€ to z 1, d g APO J N HALF ELLIPTICAL ri yy E! HALF EYEBROW ---- ---- ---- Q�` TRAPEZOID ---- ---- ---- O ' EXTENDED FULL PENTAGON ELLIPSE L IL QOM z- Al Of i � G 01 az J R P, 0 9 a o DLO Z ty E WIDTH Iyy1 8 ? 3: � QUARTERTYPICAL ELEVATION � QUARTER SEGMENT CIRCLE FULL CIRCLE y OCTAGON I— IC HALF ARCH OVAL D.L.O.WIDTH=WINDOW WIDTH-4° D.L.O.LENGTH=WINDOW LENGTH-4" ELIPTICAL � FL #15920.1 HALF FAN �1 • • • EQUAL LEG •• •IF^'Y 8� • •• •••• t t s TRIANGLE • • • • • • • • I y FAN �\ i.\ •• • • • ,, 15-2370 J ."lll,. suLH, Ol ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL nage oescnsNrmNi SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. • • • • • Y—{ X } COVEa saEEr NOTES } .(OT'DOO • ••• • A LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO t70 Psf.MAX. • •• • • •• • H RI N ALLY OR VERTICALLY AS SHOWN ABOVE. ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NNNi00,P.E. EXISTING HOST EDGE DIST STRUCTURE / METAL STRUCTURES THI OR \ •'•.• i ALUM.1/8°MIN. THICK) ANCHORS PER ANCHOR ••1�7 STEEL: : 6 K51 MIN. 28Y WOOD BUCK ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR EDG DI ELEVATION FOR SPACING MULLION TYPE AND SIZE. 3' V••• ,pNLY — '� EDGE DIST _ ED E DIST 2�'1� •.•� Ix OR 2x WOOD BUCK(OPTIONAL), NOT BY T.M. 1 O - tM 1 14 1/4"MAX SHIM 1 14 1/4°MAX SHIM 14 1/4'MAX SHIM 14 1/4"MAX SHIM -- ANCHORS PER S ANCHOR SCHEDULE. �>U\ SEE TYPICAL ANCHORS PER Q Z 3 qqq4 ELEVATION ON 4 4 ANCHORS PER 4 ANCHOR SCHEDULE. 9 3 SPACING 0 W SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL SEE TYPICAL Z ELEVATION ON 5 13 ON SHEET 2/8 FOR 7 SHEET 2/8 FOR SPACING N 3 x SPACING p w mow.. T. OPTIONAL g Q SURFACE APPLIED MUNTINS N J g� TYPICAL PICAL ANCHORS: SEE ELEFOON RSPACPAGE 2/8 &ANCHORITY �> 1 2 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. CHARTSQ 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 2 = TRANSFER THEM TO THE BUILDING STRUCTURE. Ip8,VI.'! f o O a Z£�J 1 µii TYPE'A'-1/4"DIA.ULTRACON BY'ELCO'(FU-177 KSI, ¢F m C o �e w Fy=155 KSI) � THRU SBY INTO CONCRETE(2846 PSI MIN)OR GROUTE m K J FILLED BLOCK(ASTM C90) O S o 1-3/4"MIN,EMBED INTO CONCRETE OR GROUT FILLED BLOCK. z 8 TYPE'B'-1/4•DIA.ULTRACON BY'ELCW(Fu=177 KSI, 1.4 F 8 FY-155 KSI) F INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ccjj (SYPS2 G=0.55 MIN) BED OF ANCHORS PER ANCHOR 1-1/2'MIN.PENETRATION INTO WOOD 6 SEALANT SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/8 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 e $ 2 4 FOR SPACING MIN)(Fu-120 KSI,Fy=90 KSI) s� 11 INTO METAL STRUCTURES(5 PINCHES PASS THE THREAD PLANE MIN.)STEEL:%'THK.MIN. 14 1/4°MAX SHIM 1 (FY=36 KSI MIN) Ix OR 2x WOOD BUCK ALUMINUM:1/8"THK.MIN.(6063-TS MIN) (OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED $ OR PAINTED) e ••• ••• • • ••• T411CIL EDMDLSTANCE U' • • •• • •I O N ETE/GROUT FILLED BLACK=2-1/2'MIN. 9999 m • •• • • • •I Q 00 gTRUCTURE=1"MIN. } E T • • • • • •1 CT TAL ViUCTURE=3/4'MIN, 9 u'� •• ••i •• • • • •• cw"mffisNwmBwRm EXISTING HOST 15-2370 STRUCTURE ScRub RIs 101 oaecRiPnoeu • ••• • ••• • • COVER SHEET • ego PMB FL #15920.1 TYPICAL SECTION •• •.' : : : 7® 1 •• •• VERT SECT ••• • • • • • Of ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 • • ••• • • FPANK�00,P.E. METAL STRUCTURES(STEEL OR ALUM.1/8"MIN.THICK) ` `Y STEEL:Fy=36 KSI MIN. SBY OR 2BY 1/4"MAX SHIM 1/4°MAX SHIM Ix OR 2x WOOD �`` ` •� q�,,,,� jIl'4" LUINUM:6063-TS MIN. WOOD BUCK INTERIOR ) BUCK(OPTIONAL) �I MAX SHIM i 8 4 4 8 MBEDBED OF BED OF \ 2 ST8 4 SEALANT SEALANTANCHORS PER ANCHOR SCHEDULEANCHORS PER ANCHOR 'SEE TYPICAL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET ELEVATION ON SHEET 2/814 Z/8 FOR SPACINGFOR SPACINGANCHORS PER ANCHOR Q U'SCHEDULE.SEE TYPICAL L1'ELEVATION ON SHEET Z/8IT 6ZFOR SPACING )-— 3 2 STING HOST W8 EXTERIOR 8 STRUCTUREMEm D.L.O.FRAME WIDTH L."WIDTH—A U 2 TYPICAL SECTION 4 6"=V-0" HORIZ SECT Q a� SCHEDULE RA" FOR SOUARE OR RECTANGLE OPTIONS-OTHER SHAPES ARE LIMITED TOt70 Pe1(SEEPAGE 2) O {� DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME OUSSTYPEMi GLASS TYPE M2 OLASSTYPEMLT GLASS TYPE M4 GLASS TYPE M6 GLASS TYPE MB GLASS TYPEIGt TYPEIO2 Q �j 8 s G DIMENSION(x)DIMENSION(1T•) P .F.♦ (•)P..F a)PSF 0 P.S.F.+ F 0 P..F.+ .. .) ...+ .S. (-)P.S.F.fP.S.F.()P.S.F.y P.S.f.(-J P.S.F. yQ9 T m y} 281!2' 70 70 70 70 80 80 80 BO 80 80 80 130 70 70 _.-80 80 L iFV V' O ._..... __ 0Wi - �• ar 70 70 70 70 SO 80 SO 80 80 e0 8o 130 70 70 80. 80 Q;O n K O 4, 631!8' 70 70 70 70 80 80 8o 80 80 80 _80 130 7a 70 80 80 74• 70 7D TO 70 80 80 -80 80 ---89 80 80 iS0 70 70 80 80 �Z - - j .1�114 - - - - 80 80 8O 80 80 130 � " 6 0 Q 111 1141 _ ... - 80 80 80 80 80 130 - - O 26 10_ 70 70 70 70 8o_ 80 Bo_ 80 80 80 80 130 70 70 80 SO Q TQC )< 3r 7D 70 70 -70 80 BO BO 80 80- SO 80 130 70 70 SO 80 Z �"rf Lam• 888 .. _ _ _.. __ _. F G 38318. 63718•. - _- 70__.._70 80._..._ 80 80. 80 80 BO 80 130 - 60 80 74' - - 70 TO 80 80 80 SO 8o 80 00 130 106 1M 80 BO 80 80 80 131=1 - - __. _ _._..._. _ 80 80 80 80 130 - - - Lj 287!2' 70 70 70 70 80 80 80 SO 80 80 80 j70 70 80 80 L 3T ..._...TO 70 - 70 70 80 80 80 80 80 80 8o 70 70 80 8083718' ._ - - 80 80 80SONOTE: X } 6Ofire' 7a• . eo ea aoWIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED toe Ira• - _ - - - soHORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 111114' - - - - - so e0 m - - - 1- 26 12 70 70 70 70 SO So_ SD 80 80 SO 80 130 70 70 80 80 g 3r 70 70 70 70 80 e0 80 80 SD 80 80 130 70 70 SO 80 .R 83' _... 2 53 718" _ - - 80 80 60 80 - - 11 70 70 70 70 EXAMPLE: 1De 1rc - - --. ._ 70 70 To 70 - - A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 111114• - 70 70 TO 70 - - - - 28 VY 70 70 70 70 80 60 SO 80 80 BO 80 730 70 70 80 80 a OF 53V8°HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR 3r 70 70 70 40• - eb e0 eo .730 70 70 GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN ---save• - - - --- • • ALLOWABLE FRAME HEIGHT OF 533/8°AND AN ALLOWABLE FRAME 741 74° • •• 7 0 70 WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE �t�i1u i -� 0-•, •- -r - _ d DESIGN PRESSURE.SEE O FOR EXAMPLE VALUE IN - - OO 28112• 70 70 70 70 80 80 80• �_..._. 8D_ 130 7a 70 80 80 SCHEDULE"A." - ar 70 - 70 70 70 eo -oo e0_ _eo... so w 86 130 70 70 so so"'-- 15-2370 __. _ ... 771X' 63lff 80 80 80 80 ..._. scum NTS 0 74° - - 70 70 70 70 - PAGE DB>S�IDTIONi COVER SHEET •• �• • ••• •• • s • • • ••• • FL #15920.1 d . . . . . . . . . . w• .. F 17)N4MODf3,P.E. FOR SQUARE OR RECTANGLE OPTIONS•OTHER SHAPES ARE LIMITED TO S 70 Ps1(SEEPAGE 2) DESIGN LOAD CAPACITY (ASD MERLON SCHEDULE 11611 FOR SOUARE OR RECTANGLE OPTIONS-OTHER SHAPES ARE LU ED TO sm Pd(SEEPAGE 2) T2- so MEGLASSTYPEMt GI A&4TYPEM2 GLASSTYPEM3 GASS TYPE M4 OASS TYPE MB 1111 LASS TYPE MB GLASS TYPE IG7 TYPE IG2 J � (Y)t P. F) .r) (-)P.SF.)P.SF(•)P.SF.R) . -) ..) .. 1')P . )P..F(•)P ..yP.SF(-) _)P.SF(.)P .. ••� i DESIGN LOAD CAPACITY (ASO METHOD) ' m 70 m m 80 SO ea so e0 80 --go_ 130. _70 70 80 BO FRAME FRAME GIASSTYPE M7 GLASSTYPEM2 GLASS TYPE M3 GLASSTYPEM4 GLASS TYPE MB GLASS TYPE MB TYPE 107 TYPE IG2 ' m m m m BO BD BO ea 80 a0 _.SD_ 730 TO m DIM(>)OSd(Y) ♦ ..F(• ....) .S. F ♦)P.S. ( F- .+) ...(•)P...i) .. (-) .S.. ) .. (t) .. (-)P.S.F. ' 70 m 70 70 _BD BO 80......80 BO 8 80_ 130 70 m 80 80_ 24• m m 70 70 80 80 BO 80 80 80 00 130 70 70 00 80 ' 70 ...70 80 W _eo_ 80 _80_ BD 730 - _ __ .- .__.._ _ _ _- - ' - m m 80 80 80 e0 80 80 BO 130 80 so zz3o• m 70 70 70 80 80 80 8o 80 80 730 70 70 BO 80 m 70 70 m 80 80 80 -80 80 80 80_..130 70 70 80 BO - 80 BO 80 •4r 70 70 70 m 80 f10 80 80 80 00 80 730 70 70 80 BO so 60 so .. 8038• 48• 70 70 m m 80 Bo eo a0 80 80 90 130 70 70 80 Bo 7om ,obb• io m 70 70 80 80 ...BD 80 80 80 BD 130 70 m BO 80 ' 70 70 70 ]0.... 7U ..70 70 TO y— —. •BO' m m 70 70 80 80 eo 80 80 80 80 130 70 70 BO 80- • - 7D m 80 _80.. _�-_ _._80 00 __B0 130 - 80 80.__ 1ea• 70 m 70 70 80 80 w 80 80 80 eo 130 70 70 80 eo.. -7r 70 70 70 70 80 80 !D 80 80 a(I 730TO 70, 80 Bo 1 ._.._ 70 m- 60 80eD 80 eo 73o BO 80 ]74• 70 70 70 70 80 80 80 80 Bo BO Bo 130 7070 80 80 .. m 80 80 80 80 BO 80- 80 730 80 e0a70 m 80 � 60 BD 80 80 80 130 80 80m w 24• 70 70 m _70 80 80 80 00 Bo 80 BO 730 70 7080.. _,Bo 8' - .70 M-- 80 __80 80 e0 80 ea80 130 60 eo (� (V30• 70 70 79 70 BO 80 BO 80 8p m 80 130 70 7D_ 80 80q. _ _ BO eft 80 BO - S)_38• m 70 70 70 _ 80 a0 80 80 80 80.... 130 _. 7070 80 80p- 80 80 80N_42" - ' 70 70 80_ 80 80 80 80 80 80 130_ - - 8D 80 _ 8• _ TO .. 70 70 __ W4B' - 70 70 BO 80 80__ 80 80 80_.. 80 130 ._ - - Bo 80... r _ v .. 70 _ 76 70 70 - - Y .. - .. .. - - W•• 70 _ 70 80 80 8o m_ 80 80 80 130 - _80 80 74, - - .... - - 70 70 m TO _ _ O 80' - m 70 80 Bo..__.__80 W 00-_ 80_ 80 130 •....... _- _90 80 24• _ _ 80 80 80 80 80 130 _ 88• - 70 TO BO 80 BO 80 80 80 _.. 80 130„ 80 - - Tr 70 70 80 80 Bo SO 80 80 _.. BO 130 80 80 3S• -80 80 so 74' - 7D 70 ...SO 80 80 80 80 80 80 ISO 80 47 - ., 24' 70 70 70 70 80 w 80 80 80 80 80 736_...._70 ._70.. .,...80 10S' �' _. - __ _ Q 80 8D n 80 W 80 80 130 BO 80 80 130 .... - 70 70 80 80 ...60_. 80.- 80.. BO 80 190 m m 80 80 3M1•" - - _ BQ 80.... 80 90' 70 70 - - - —_ _ __ 80 730 76 —70 38• 70 m 70 70 a0 8o 80 80 80 8o ...80 130 70 70 60 80 - - - 80 80 70 8640 7D ]0 80 80 80 80._ 80_ 80 SO 130 So TD 70 80 80 _ 80 BO BO - 80 80 130 80 .,_80 _ 72 70 70 - - �I 84 - _ _ 80 Bo 80 80 la TO m 6 i g0•. _ _ _ 80 BO 80 80- 2Y 8�... .....80 80 730 _ 70 70 0 70 70 - 80 80 ��ggg••• Bo'_._. _ •.. 80 80 80 80._. _ ._ - I- 38•-- - 86 80 e0 BD_ 80 100 _ Q S N y 7i. _ _ SO BO.._-_�.... ._. _ _ z Q 4r : .. 80 8(1 Bo 80 BO 13D �T M Z 11 80 80 BD _ 48• ....... �.. �.. BO 130 lY r24" F7. 70 70 70 80 80 80 80 60 80 SO 130 70 70 8o 80 120' 61. - BO. 80 80 70 i0 70 80 80 80 80 80- 80 80 130 70 70 80 BO' 80 00 80BO - -80 Bo 70 mm 70 80 60 80 80 0 00 80 130 70 m e9• _- 40 70 80 eo 8a SO_ 80 80 90 130 _ 74 70 7D eo 80 80 30 00 8o 130 80 80 -- 0 10 70 70 _ 80 a0 -_ -- 70 70 70 70 8 74. _ .... - _ --70 - _ 70 70 `3QC�.. g0• - 80 90 80 - - -- -- - Q 'y O ._....... ...... _ pp 70 70 70 70 - - —- 39• Z 70 Ta To m To in OH 70 ..70 70 70 _ _. _. 4r m 70 - 70 t0 _ 1""'7 70 70 _ 7a• 70 m 70 70 70 70 70 70 24' m ro_ 70 70 8o 80 80 80 60 80 80 130 70 70 So 80�4- 70 70 70 70 80 Bo 80 80 Bo 8o 80 730 70 70 86 80 80'_ - _'70 70 70 m _fi0. 80- - BO ..80.. 90 80 90 130 70 70 8080 _ ..- 70 70 30 80 90 80 80 80 BO .130 •-� _ eo _a0-_ 72 70 70TO70- 70 70 _...... — 74• . ,6 70 79 T971Y' 70 m BO 80 80 80 BO BO 80 130.. - _...._- BO BO86' ro 70 70 70 ._-. _... _. - _ _ ro 70 70 76 Ir�54' - _ W 80 80 80 _ - _ - 3T - : -- - 70 - To 70 m 'end �C�MI eo so eo eo 4r _ — _ ]0_ - M 7o m 70 70 o To 77 _ _ ..io 70 70 70 - _ 128' �. _ -TO- TO p ....... 70 70 _ p88 '.74' - _ ..70 70 70 70 ... - - _.—- ._ BO 80 `gg. _ m 70 i5 ri TS , 24' 70 70 m 70 80 BO 80 80 80 80 80 730 m 70 g .... _ - . -so _...._... - _. i4 30' 70 70 70 70 80 8U 80 BO 80 80 80 130 70 70 80 80 --n. SO 38' 70 70 70 70 80 80 80 80 80 80 - 80 130 70 70 74• - - : 7o ea w eo.. eo eD ae eo 190 - - eo-- ao �- - - - - - 79 m m m 48' 70 70 89 W 80 30 8080 - _BO 130. a0 80 70 70 70 70. a4• - —.. _- -- -- -- 70 To 54' 80 BO_.. 80._ �.... .. ..7o ro ro 70 - 3e• _ • m m —... 70 41, •- : d . -.•_. .--C_...... - -__. ____70 70 70 017POReffSi�tOm. 15-2370 70 70 SCAM NTS IV, TO 70..... _ PASS DSSCRIPM141 744' m m _ COVER SHEET a4 - FL #15920.1 ' ' •• ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . ypp W ,P.E GLASS TYPES a .090 BUTACITE PVS .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER INTERLAYER INTERLAYER .090 SGP INTERLAYER y"ANN. �°ANN Yis°ANN. Yis`ANN Ya"H.S. Ya"H.S. %6 H.S. 3/s°H.S. SEALANT Ya° SEALANT Ye° SEALANT Ya" ISEALANT ° .Z DEPTH MIN..(TIPYB)y S DEPTH MIN.(TYP.J y 7 DEPTH MIN.(NP.)y DEPTH MIN.('fYP.) 7 ��'' �\• \��. NTS10 SETTING BLOCK c 10 SETTING BLOCK oy w SETTING BLOCK SETTIt�GPoI K o INTS AT'/POINTS n v]�W AT%POINTS n m AT Ya POINTS -Ln�m DjAT �� W "W9 W M3 1 N�� x W � dog .090 BUTAA ' N. .090 BUTACITE PVB 3s'H.S. Q INTINTERLAYER AIR SPACE Vis°AIR SPACE .090 SGP INTERLAYER *TEMPVV INTERLAYER Yis"H.S. ANN. �°H.S. J � Ya°H.S. Ya"H.S. J SEALANT YB 'A SEALANT Y,'13 SEALANT SEALANT DEPTH MW.MP.) � d DEPTH MIN.fTYP.) DEPTH MIN.(TPDEPTH MIN.(TY6 6OSETTING BLOCK o Lu SETTING Bo µ SETTING BNw SETTING BLOCK o + 0AT%POINTS �o'mAT Ya Po�Go AT�Pno m ATYa POIPITS o m Qw .IG 5 sow Ogg MATERIAL SCHEDULE In o ITEM PART DESCRIPTION MATERIAL_ MANUF./SUPPLIER/REMARKS 1 N3001 0.083'SILL/JAMB/HEADER EXTRUSION 8083—TB �g 2 TM-326 1/8'GLASS STOP FOR i"GLASS 8083—T6 L 3 TM-327 1/B°CLASS STOP FOR 9/16'GLASS 6063—T6 r v40 -- 0.050'SNAP COVER 6063—TB 5 — 0.370'HIGH D VINYLS BULB AND 0.187'T—SLOT TPE POLYPROPYLENE FOR 5/16'GLASS ULTRAFAB B 32001 VINYL U.— 0.175'0 INSULATED GLASS GLAZING BEAD AMESBURY g 8 7 32011 VINYL BULB— 0.270'0 7/18 AND 9/16 GLASS GLAZING BEAD AYE58URY B — (2)/B X 1 SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY g B — SEAM SEALER ACRYLIC SCHNEE—MOREHEAD 6� •• 00: • • *CNLY QPP&OVEQ JOR LARGE MISSILE IMPACT yy a®®®pa 1} - SETTING BLOCK 1"LONG AT 1/4 POINTS HIGH DENSITY RUBBER • • ' ' ' ' • - • • • • • • 1 OPTIONAL SURFACE APPLIED MUNTINS 6083—TB '' ' • ' • •.• • . . 13 — RAPID STRENGTH RGS7700 STRUCTURAL SIUCONE ELASTOMETRIC ADHESIVE BY MOMENTIVE PA&MANL!I&RIALS•• • • • •• CORRDxTENONELT@DF7�Fes 15-2370 1 — ALUMINUM'U'CHANNEL 2"LONG AT EVERY ANCHOR LOCATION(TYP.) 5052 H32 ALUMINUM NTB 01 1 — 5/16'XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL COVER SKEET• ••• • • COYER SHEET 7/18°XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL • • • • • • • 1 — PRIMARY SEAL PIB . ' ' • ••• • • FL #15920.1 • •• • • • • • • • IL11- SECONDARY SEAL SILICONE •• • • • 1 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• UNNARUO,P.E. 1.269 o 0.129 0.570 1 ZZ 0.080 : • r3J 0. 50 +�• �N .�F pmi SURFACES _.r m o000610.056 IJgm�R GWW � ,}ShqAc 3.033 1010 3.269 OF z �3�0 e m EXPOSED 0.202 c SURFACES g V 'a'° N O M Q �2+ Z 6 F `I N N N o �1.139� w O O 0.05a# 0.185 4 O 0 f . . . R 0 --3.033 NOTE: gg eq 3 1A PART#14 IS NOT REQUIRED 1.000 WHEN USING THIS EXTRUSION gH9 0 9�® o p � e —0.420� 0.270 0.125 •�- •• � � . � � ••• o 0 17 • •• • • • • • M 0.025 O o!nL • ••.• • •••• (�•i 7•••i •••• ••• � � i it P��A8W�1ODx5�re-l.m2�N.II3 �T @77oD0 0.070 i 0.030 0.028* 0.02 $ 0.090 0.080 0.080 coveRSRE .18 ° 4 F�1tP �o8f8 NOTE: • • . • • • • • 7 EXTRUSI N T SCALE. ••• �� © O � 4� 4 . . . . . FL #15920.1 . . . . . . . . . . . . .. .. . 0 . .. .. ... . . . ... . . y P.E. et FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY(TYP.). Q >H�€d zq a Z "9 W W N ?o� 'o W.. U N W a� oS <�' 0 0 f� m a y Z Zm" G m � S H SEAM SEAL MAY HAVE TO BE Z m a REAPPLIED IN THE FIELD H Ole BEFORE INSTALLATION OF '1! WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER SEAL Ng �s ' •• ••• •• • • 15-2370 a 01 FL #15920.1 PAM DAMMAM w"o' covm SHM . ••• . ••• 0 00 •• :• • ••• • • • • • • #8x 1"GRADE 2 SMS on ••• • • • : • (FOR 90°CORNERS ONLY) UO 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , M�t®D�►DE 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.eovleconomv T.M.Windows LLC 1543 N.Powerline Road Pompano Beach,FL 33069 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 Coulaly).reserve the right to have this product or material tested for quality assurance purposes. I€this product•opK aterial••.... fails to perform in the accepted manner,the manufacturer will incur the expense of fflml testing ar&tbe AHJ •• may immediately revoke, modify, or suspend the use of such product or materia?VA01%theirftMsdiction'••• • RER reserves the right to revoke this acceptance,if it is determined by Miami—Dadb• 811ty Product ControG....: Section that this product or material fails to meet the requirements of the applicablebuitdieg code...:. ' . This product is approved as described herein, and has been designed to comply y Cid 1-4e Flondg ) uildin96668 • Code,including the High Velocity Hurricane Zone.- 00 . . . .. .. .. . ...... DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window—L.M-t••••• .' APPROVAL DOCUMENT:Drawing No.WO-81,titled"Series 805 Alum.Horizontal kollini 4rd;. •'•"' (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,p;erl by til;Fargoq ;•••• Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Coft4l Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product;for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0107.08 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. =[-DAD]!CO UN Y NOA No.15-0505.29 Expiration Date: May 13,2019 Y8 Approval Date: August 13 2015 Page 1 I ` v T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08,with revision E dated 03/16/15,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 .... 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 *... ...... 4)Forced Entry Test,per FBC 2411 3.2.1 and''AS 202-94:••• • .Vith ... ...... along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,�cO„Test Repo*$No. ;••••; FTL-5945,dated 07/31/09, signed and sealed by Julio E. Goif"cz,P.E. :""' (Submitted under NOA No. 09-1110.02) .0.00. • ..... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 . .. .. . .. . ...... 2)Uniform Static Air Pressure Test,Loading per-TiC TAS 102-94 • 3) Water Resistance Test,per FBC,TAS 202194 . 4)Large Missile Impact Test per FBC,TAS 2%1-W **o : :••••: 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 *• 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 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 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) Manuel �;' E. Product Contr erNOA No.15-0505.29 Expiration Date: May 13,2019 E- 1 Approval Date: August 132015 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(corrrnvuED) 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 an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 5. 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-J4 • •••,•• •••••• 4)Large Missile Impact Test per FBC,TAS 201.94: •... .• 5)Cyclic Wind Pressure Loading per FBC,TAS x,03-94 •• •••• • 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS'202-94 • sees.. along with marked—up drawings and installation diagram of an-jrtp�num jepi4eatal ••••' rolling window(XOX),prepared by Fenestration Testing LaboxatQQr,Inc.,Ttrst ..:.•' Report No. FTL-3946, dated 11/04/03,signed and sealed by Edthmao Laxgaespada, sees.. P.E. sees•. • (Submitted under NDA No. 04-0120.01) •••••• *sees* . . sees.. C. CALCULATIONS ••; 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(2014) and of no financial interest dated 03/16/15 and revised on 08/07/15, prepared by Al-Farcoq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 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. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. pro Manuel P ,P.E. Product Contr Ex finer NOA No. 505.29 Expiration Date: May 13,2019 E-2 Approval Date: August 13 2015 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. • Statement letter of conformance, complying with FBC-5a' Edition (2014), and of no financial interest, dated March 26, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No.FTL-5457, issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459 i ue b Fe •tion Testing Laboratory,Inc., dated 02/21/08,signed and sealed by Midhdel R.W••enzel, •••,'• P.E. • ...... .... ...... (Submitted under NOA No. 09-0105.02) ••• •• 5. Laboratory compliance letter for Test Reports No.FTL-3946 mrcf M-3905?*'wed :069W • by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 1 j��3/�3 res 99:90• both signed and sealed by Edniundo Largaespada,P.E. p,o•,'ly� • (Submitted under NDA No 04-0120.01) •••... .• G. OTHERS ••••• 1. Notice of Acceptance No. 14-0107.08,issued to T.M. Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13/10. Manuel P e P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13,2019 E-3 Approval Date: August 13 2015 3/16"ANN.GLASS 3/16"HEAT STREWD GLASS ADDL.ANCHOR READ. 4.,u 090'Intarloyer 090'Interl r FOR INSTALLATIONS INTO WOOD STRUCTURES OR SoRex Clear And Color Clow Kunway Sentrry0las THRU WOOD BUCKS INTO MASONRY M °I By'Eastman Chemical Co.' By'Kuraray America,Inc: 74'MAX 3/16"ANN.GLASS 3/16'HEAT STREWD CLASS WINDOW WIDTH 9 3/9' MAX Ig SILICONE SILICONE FALSE MUNTINS 8' HEAD HEAD/SILL I m GE RGS7700 GE M7700 (SURFACE APPLIED) A SILL CORNERS p DOW CORNING 995 ? 3' � � DOW CORNING 995 MAY BE USED 3 a 4W m 13 Il ii \ 13 Il it I I II I! Pl i i II if 4 II AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 36'ONLY WIDER THAN 36°ONLY = li '� it I� •/ ao IL � TYPE A' TYPE '$' - II I m 7/16"OVERALL GLASS 7/16"OVERALL GLASS 1/8'TEMP.CLASS c Q 3/16•HEAT STREWO GLASS 3/16•ANN.GLASS 1/4"AIR SPACE TI '- it n I 120'Interlayer 120'Interlayer 1/8'ANN.GLASS 3 t' I' Uvokol S Uvekol S By'Allnex USA,Inc.' 8Y'Annex USA,Inc.• 080"Intedoyer Saflex Clear And Color GleesLL pp 3/16'HEAT STREN'D GLASS 3/16'ANN.GLASS to I BY'Eastman Chemical Co.' I Q M 1/8"ANN.GLASS �p V x M xa 32 7/8" 33 1/2' CI La�e` SILICONE SILICONE SILICONE D.L.OPG. D.L.OPG. r 7a' o Z GE RG57700 GE RGS7700 GE RCS7700 $ _ s q DOW CORNING 995 3 DOW CORNING 995 DOW CORNING 995 37 1/2' € 3`•'� u 13 ii !i n 13 li !i i 4 'I VINE WIDTH C a m ii ji i! it " I TYPICAL ELEVATION $Z 1 .I M c a XO OR OX SIZES r S MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER 6 AT 1/4 POINTS ON LITES 8 AT 1/4 POINTS ON LITES g AT 1/4 POINTS ALL SIZES GLASS TYPE'A' OTASS TYPE'B' GLASS TYPE'C G1A59 TYPE'D' CLAS9'PYP&'D' WIDER THAN 36'ONLY WIDER THAN 38°ONLY EXT.(+) LNG(-) EXT.(+) INT.(-) M.(+) 1NT.(-) EXG(+) 1M:(-) EXT.(+) IND(-) 'PIPE 'C' TYPE ,D, TYPE 'E' 80.0 90.0 90.0 130.0 90.0 90.0 $5.0 55.0 79.0 79.0 $ 1/2"OVERALL GLASS 1/2°OVERALL GLASS 11/16'OVERALL INSUL.GLASS LOADS SHOWN ABOVE ARE FOR WINDOW VEINS WITH SPRING LOADED ALUMINUM LATCHES, c S(g FOR METALLIC SWEEP LATCHES LIMIT MAX LOADS TO*80.0 PSF. E3 GLAZING OPTION � NOTE: SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING WDW BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• ••• • • • • • •• AND FLORIDA BUILDING COMMISSION c S o n n n DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND tEs n TO MPLY WDNTHIP • • • a a CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDINGe VE INc�tl INc RIAFI VCLoeITY• • • DECLARATORY STATEMENT DCA05-DEC-219 •rp° e Bd��d HURRICANE ZONE(M/HZ). • • • • ••• • � APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANC"ED Pill"RLY AWRAN*ER • • ••• THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWING WITH OTHER LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. pq o MIPROVADE COUNTY IN PR'D WINDOWS USING MIAMI-RADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAILS, ANCHORS Fngr Xft AHUAO APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCT RBVtSED I r N LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • ••• FLA PE 70592 complyWgjWjh 0FW" g � WILL APPLY TO ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT.SHOW/l IN THEA WAIXAE ••• CAN. mCodo 4 NOT PART OF THIS APPROVAL •• • • • • ••• • • Ac.; e ND l 9 A LOAD DURATION INCREASE IS USEO.1A DESIGO OF XNCV%INTO%00d•ONCr. 8x'.EDaze ALL SHIMS TO BE HIGH IMPACT, N%PWALUC•AND NON-QOMPRESBIBLE. • • BY drawing no. M MATERIALS INCLUDING BUT NOT LIMITED TO STMELSCREWS,THAT qAPR2015 ��8-8� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheat 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 ADDL ANCHOR RECD. FOR INSTALLATIONS INTO WOOD SAODL ANCHOR REOD. TRURES OR CTU THRU WOOD SLICKS INTO MASONRY FOR INSTALLATIONS INTO cl 111'MAX. WOOD STRUCTURES OR ca WINDOW WIDTH THRU WOOD BUM INTO MASONRY 's, g 1111"MAX. J 8° 14> WINDOW WIDTH FALSE MUNT@5 HEAD\SILL 9 3/8' 3" MAX. S'MAX. FALSE MUMiNS 14 7/8' 3' 8•MAX. " (SURFACE APPLIED)) A7 FIX.LITE HEAD\SILL HEAD/SILL (SU%ACE APPLIED) MAX. Q MAY 8E USEIS A A HEM/SILL U 3 AT VENT CORNETS MAY USED 3 HFAD 3' FCORNERS 1 I I 1 i SILL C jl 11 II 11 1 11 1 II II II II C II I I_ 4 I II I 1 11 I I 1___ D 1 JL JI 4 II D _JI II IL_ JL .l — 5 II � ❑ I / 11 II / II C Tr 4 �I IJ I� =1��-- ir+( 3 Fp II / 11 _s - /1,� o _ _ _\ Mo1 It___�F--_ o =n O -__ ___;L___�T OII -_ _ L---- oil = 1�___- Ir----R- 411 --=- m 2! i51 C II`✓II it O C II�II �� tl �G Ili II II �OII �L 11 11 II II II II $ II II II II 1 IL _1L ,,I11 11 __.aL___JI 11 11 II II __JI =— ,r---jr-- _=1====TI _ --IT---'1F== 1 (� ___II 1 1 1 # I 1 1 1 I 1 wM v 32 7/8' 33 1/2• 32 7/8' m Uy 24 5/8' SD•MAX, 24 5/8' m Gt w D.L.OPG. OL OPG. D.L.OPG. � D.L OPG. D.L OPG. D.L.OPG. z �a 7 S 37 5/8' 37 S/8' 29 1/4' 29 i/4" $ o$6 1 VENT WIDTHVENT WIDTH VENT WIDTH VENT WIDTH Z O°° O XOX SIZES TYPICAL ELEVATIONS MI n O MAXIMUM DESIGN LOAD RATING - PSF XOX SIZES p MAXIMUM DESIGN LOAD RATING - PSFFOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER Q GLASS TYPE'A' GLASS TYPE'B' 1 GIA S TYPE'C' GIA93 TYPE'E' GLASS TYPE'A' GLASS TYPE'E' DCT.(+)LINT.(-) EXT.(+)I 1NL(-}I EXT.(+) 1NT.(-) IXT.(+) 1NT.(-) OCT.(+) 80.0 1 90.0 90.0 1 130.0 1 90.0 1 90.0 1 79.0 1 79.0 80.0 1 g0.0 1 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VMS �S FO R METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO*80.0 PSF. WITH SPRING LOADED ALUM LATCHES, 4 FOR METALLIC SWEEP LATCHES LIMI MAX.LOADS TO*80.0 PSF. C•�d�d m • • •• • • • • • m $��"e{ • •• • • • • ••• • c<munu •• ••• •• • • • •• gq T •a Elgr.JAVAD M81ADCML PRODUCT RMSF.D O1 • ••• • ••• • • FIA PEg 70892 as complying withdre tRmi f • • • • • • • • C A 3538 Bmidmg Coda • • • • • Acccpm=No 11� a • •N.0 • • • • • • • Ex Date •• CLASS%^CITI ON THIS 4SHIPEf•ARE BY o BASED 0 E1300-090(3 SEC. GUSTS) Miami t draWln9 no. AND FLORIDA BUILDING COMMISSION W08-81 DECLARATORY STATEMENT DCA05-DEC-219 7 2015 aheei 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS 3 18Y FOR SPACING SEE ELEV. WOOD BUCK SPACING METAL FOR m - a'O° •1'a-d..°' a:...- .a I °'• STRUCTURE T• � s rII rIII MW_-d-I-_D-AR----_ _AP-P— ED E COUNTYd 210X / PH ROVED-,Ii� II xQh�Xc� HORS r AAA a31.4 CUP YEDGE SEE SEPARATE NOAGE DIST. EDGE DIST.5 a z1 II L14 4"LONG TYPICAL ANCHORS II II I� I� 14 WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. (� SEE ELEV. FOR SPACING 1111 II 11 FOR SPACING H110 !I I I !! WOOD=AND METAL STRUCTURE NOT BY TM WINDOWS !I II !I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o ii ii ry' ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. • SEALANTS: TWICAL ANCHORS: SEEM".FOR SPACING ! ALLjl FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1 4" pie. I T ACON BY ' I m'II j! II / (Fu-1177 K56 Fy-158 KSI) ca O SILICONE OR ACRYLIC SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 I WEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)rE V& �+ (W. -9.1 - W1 - 1-1/4" X 1/4'WEEPHOLES WITH PLASTIC BAFFLE THRU iBY BUCKS INTO CONIC. OR MASONRY �Z Wx y� ii ii i i AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4" MM. EMBED INTO CONCRETE (HEAD/SILL) NM. W2 - 1-1/4"X 1/4" WEEPHOLES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) = 3� II p I AT 4-7/8" FROM EACH END AND AT MIDSPAN Q p ji F i !j W3 = 2" LONG WEEP NOTCH AT EACH END DIRECTLY INTO CONC. OR MASONRY $am n W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �+ 3z0 I p jl i i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) "� r�1 1 !I II jl 1,/4�DIA. TEKg c_Elc DRILLING wn grREWc BY '1TW' GRADE 3 Cis f! INTO METAL STRUCTURES o STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) I! !! ! ! ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 1g i! ii ° z1©2 tt 12"LONG (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) s i ii I SILL CUP ADAPTER c i i! iI 7 014 SMS OR SEF DRILLING SCREWS (GRADE 2 CRS) c INTO MIAMI–DADE COUNTY APPROVED MULUONS (MIN. THK. 1/81) 3 I S (NO SHIM SPACE) t @$ TYPICAL EDGE DIST_.ANCE 5'z w3 26 INTO CONCRETE AND MASONRY - 2-1/2" MIN. to © W4 •• •• • • • • • •• INTO WOOD STRUCTURE a 1" MIN. • o N I s '� a s • • • • • • • NTO METAL STRUCTURE 3/4" MIN. 3 2 • .• • • s • ••• • WOOD AT HEAD, SILL OR JAMBS SG -0.55 MIN. • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS t'c - 3000 PSI MIN. I • •• •• • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. d^ - Ertgr.JAM AHMAD 'T ° d ^• CML PRODIICI'R&VISBD t I .< . . .'.o-s I s ••• • • MP i7ON2 m cmWlyingwi�.tlh ft Flo" g p . .••4 d v I °'TYPICAL ANCHORS " c ° °• • • • • • • • • 3838 Acccptanw Na/� a 8 � a8 I FOR EEV.SPACING v - P •. I -• • • • ••• • • ••• • f Dell )9 0 TYPICAI•,�1CFHORS. . .. ..A Wt Wa - ° - ••i PER�L1P • • • • Mj s F uG drawing no. I_ EDGE DIST. I EDGE DIST'' PR 0 7 201. W08-81 sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/�IM © 12 5 VENT WIDTH ® O �4% 18 1/4'MAX.METm STRUCTURE 4 15 8 SHIMS TYPICAL ANCHORS Z $ SEE ELEV. Q FOR SPACING a Ile �8 Q;0 t1 IS A SCREENS OFTT• --__-- —r:_:= ro1RYa WWD SUCKS t. TYPICAL ANCHORS 8 16 Zip FOR IN4 EXTERIOR DLO. 5 e LL 8 WINDOW WIDTH XO LAYOU3 OX OPPOSITE 1 T/4'SHIM O VENT WIDTH O VENT WIDTH 1/SWMS O MAX. r & oM� W000 BUCK VJ W OR TYPICAL ANCHORS J Z WO STRUCTURE SEE ELEV. m U 1 /ry FOR SPACING _ ❑ o z � pam i . s ,1,1/4- v0 EE • IPLea o I; TYPICAL ANCHORS O.LO. ELEV) SPACING 4 z gfu yp EXTERIOR WOODBUCKS WIN�W WIDTH 0 XOX LAYOUT TYPICAL ANCHORS 10 $$§ SEE ELEV.FOR SPACING MIAMI-DARE COUNTY AP MULLION c a H SYM• • • • a o = �•_ 1 • VENTS WITH @ o«u o W ••• ••� .W: •' I • SPRING LOADED LATCHES --------------- • •• _ - $ . EW.JAVAD AHHAO m 4 $0 11 11 CML PRADUCT ItEVISBD 3 I I I I FLA.PE 0 70582 as complying Nide thaFlorida • +1I •1�• • C X5]8 S.Rdiog Code - •-_ __ ._ T 17 • atiA«eplan�ar>o19-09D3.29 y __•"_ __ i» r • SCR g .an nue X1019 ti o-1-wOPT. • •• _ • _• 0 •• M WINDOW WIDTH ProdsctCoeltnt drawing no. EXTERIOR WINDOW YADTH OkR 7 2015 W08-81 _ see a sheet ¢of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 • • 1/4'SHIM O O MAX. VENT WIDTH 1/ METAL 1 lb 4 is aSHIMS TYPICAL I ANCHORS 0 #/ 1� J STRUCTURE FOR SPACING 7 cy° �-------SCREENS OPT. ------—�"`- WAPI DUCKSSEE 1y 10 TYPICAL ANCHORS FOR SPACI G 4 EXTERIOR D.L.O. s WINDOW WIDTH XO LAYOUT OX OPPOSM _ C Ci © 1/4'MAIL m 1/4'SHM ' +T WIDTH VENT WIDTH SHIMS M 7v MAX. M iffy BY WOOD BUCK W000 BUCKS a Z J OR tL WO STRUCTURE • ' U M : pO = W x Z a Q n p SME) m ---SCREENS OPT. --- .:-:-•-- -:. �-- .-.._. ---- r.--- tl TMHCA1•ANC SCREENS oPHORS o ELEV. {{�� PI9R SPACING }T D'LO. OA TYPICAL ANCHORS P SPACING EE ESINGT INEXTERIOR 6 0 R PA WINDOW WIDTH XOX LAYOUT 11 3 TYPICAL ANCHORS g g 5 SEE ELEV.FOR SPACING •• ••• • • • • •NWdE•gpDE COUNTY • • • • • • • MULL • SEPARATE N� • '^^ • • • • • • I T==� VENTS WITH •• ••• •• • • • •• i SWEEP LATCHES • II I '____- B E"sr"MVAD AM" PRODUCCRDVISED • ••• • •• • • 1 I 1 I FLA•P pp 70SB2 a complying with Ibo FlOrms d • • • • • • • • 1 I 1 I X336 s1lg Cod* a • • • • • -- - - ii ii -- • • • • •-• I I 11 ----SCREENS OPT. • O ••• • •• L---J Mtms drawing no. -- EXTERIOR APR 101 WOB-81 WINDOW WIDTH WINDOW WIDTH sheet 5 Of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • OW2 1.375 1.000 ITEM PART/ QUAt Trff DffiCRIPT/ON YTBRP1=/BBNAR%S4.95a ^-E 1 TN-330 1 FRAME HEpp ��_.� _ `!O�Il ,so 2 761-13� t �1. 3 TM-iia 1 PBAME SILL TCPZ2.43751' III 4 TM-132 AS READ. FRAME JAh®-VENT O3 TM-131A AS REQO. FRAME JAMB-FOIW1'"1.000 14 WIND LOAD CLIP 8 TM-138 2/YENT TOP ANO BOTTOM RNL 608.7-T8 -7 TM-139 1/VENT JAMB STILE �L 8063-T8 -6 1 TOP & BOTTOM RAIL f.Goo e TM-340 t/VENT MEENNc STILE 0063-TO - I( 9 TM-137 I/VENT FIXED SIBS(SPRING LOADEG LATCH) BO83-TB - Q, p OFRAME HEAD 1.750 9A TM-137A 1/VENT FOOD STILE(SWEEP LATCH) 8083-78 - 'Q '• 10 TM-338 1 SILL TRAcx INSERT .054 I I1 TM-138 1 1.480 SBL CLIP ADAPTER, 12'LONG 6083-TSI AT MIG.STILE LoGA90N >'• .125.1 12 1M-118 1/VENT SPRING LOADED VENT LATCH.3-1/8'LONG 8083-T8 AT MID SPAN a 0 .077 2.201 17A - 1/VENT METALLIC SWEEP LATCH - AT MID SPAN Q ,.375 19 MTG. STILE REINF. 1213 /8 X J/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS .J13 .s87 .085 tAOC 13 TM-141A AS READ. GLA2MG BEAD(LAMINATED GUS$) BQBJ-rs - LL im 134 TM-181 AS READ. GLAZING BEAD(INSUL LAM.GLASS) 608.7-TB - ' 14 TM-154 AS READ. WIND LOAD CLIP.4'LONG eeelll 1.420 1 6083-TB - 2.312 y_ 15 - I/STILE MEETING SNX RFJNFMMG 6063-T6 - O f0 .107 - 18 - 2/SDLE FIXED STILE REINFORCING 6063-T6 - SILL TRACK 7O JAMB STILE .125 t• 17 W31225 AS REQD. FIN SEAL W'STRIPPING(.270'X.220'HIGH) WOOL - 18 W4 3371 AS READ. FIN SEAL tWSTRIPPING(.187"X.370°HIGH) WOOL 1 1.071 2.312 19 W43201 AS READ. MN SEAL VSIRIPPIXG(.187'X.2G0'HIGH) WOOL P°. 20 P504J - ADHESIVE RACK CLOSED CELL FOAM ^ 1.255 .055 16 FIX. 5RLE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIDE PL/STtC AT EACH3EN0 x t-7/18'LONG Q M 22 - - VENT ROLLER/WHEEL RRA - p C M 1298 23 /12%1' 2/CORNER FRAME ASSEMRLY SCREWS 2.373 _ P.H.PIPHILLIPS SMS W 1.375 24 X10%t' 2/CORNER VENT ASSEMBLY SCREWS .928 1.000 1J548 J9 2S - 1/LATCH VENT LATCH SPRING - P.H.PHBUPS SMB d 7 1.235 ST.STEEL 51 SILL CUP ADAPTER 28 W31175 AS READ. FIN L WSTRIPPING(.187'X.175'HIGH) WOOL - Z a is 27 TM-151 1 -1.750 0 1.408 .062 28 - AS READ. SETTING BLOCKS EFDM DUROMETER 80*5 SHORE A O �jz S MEETING STILE 12 VENT LATCH " 2.312 GS I- a 2.312 1.719 •� .055 .435 .183 J.270 pl- 27Q8 1.437 1.0 1.237 1.3175 1.0001.237 .802 .O 2 .5340,,II, .GING .gOC g g .082 ,p� .923 TYP. 1.750 B 1.750 1841 O FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) t3 GLAZING BEAD 1� GLAZING BEAD d O FRAME SILL TOP (WAN.GRASS) (INSIR..LAM.GLASS) 3.069 1.764 •• ••• 0�3� • • • •• Gez • •• • • • • m � " IYP• • •••TYP..000 • • • •.3182 °c a m .092 2'628 1.919 1.799 per(q _ 082 3.042 3.283 3.168 3.042 Ertpr:JAVAD MR'LIAD T •1 1.858 • •• •• • •J CNp• EDUCT ItEV1313T g I • • • FIA.PE 70692 PYidtW�ae PI+ o 1 31 IL •WP LEG • • •••1 • CAN. 38 AcWIS- 0.500 �i5 RSD. • Expimllou By 3•� 878 .875 Mdrawing no. O FRAME SILL BASE �4 FRAME JAMB - VENT O FRAME JAMB - FuED 27SILL RISER 7 Zll�;l W08-81 ••• • IC,_�heotS7 • • • • • • • • • • • •• •• • • • •• •• (2)/12 x 1 1/4"PH.SMS. ((�� O()gg ASSEMBLY SCREWS ASSEMBLY SCREWS ASSEM=BLY SCREWS 4. 0l, I lTl/ � � m .• I j �7 a FRAME TOP CORtJFR x� (4)/12 x 1 1/4"PH.SMS. VEM'TOP CORNER FlXED MIG ReiL Top CORNER Q M ASSEMBLY SCREWS M x VEX. am 0 $ zd CL � g �C COL D o (2)#1ASWMI3LY SP.0 L�WS� U � • • • ofF��ge� • ••• •• • FIXED MIG RA(L BOTTOM ORM R o I Enr JA AD AHMM PRODUCTREVISED •� • ••• • ••• R1l 7892 0 complying with Ow Hadda SME BOTTOM CORNS cmL 2) 16 x t"PH.SMS• CAN. 3B BuildggCoda • • • • • • B SCREWS uildia nC d • • • • • ••• Q [S-0 2q • • • • • • • • • • E dmm Dara 20i 4 g • •• • •ENT 61; CORNER• • ByS M drawing no. W08-81 .•. . R 0 9 20G an.et �or 7 • • • • • • • • • • ••• • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv T.M.Windows,LLC. 1543 N.Powerline Road, Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product 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 perforin 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. PERA 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 Florida Building Code, including the High Velocity HwTicane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out swigg Door•079idelites •••• (L.M.I.)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 ApolaCtrevised qtl,$EP • 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County ProdugOCAntrol Reau&n stamp,...;. with the Notice of Acceptance number and expiration date by the Miami-Dade County PrvckAGontrol Seotion. 9999.. MISSILE IMPACT RATING:Large Missile Impact Resistant ."". :9069 6 ' 9999 . Limitation: 9666.. 9999.. .. . 9999. 1. See sheet 4 for Single door w/SHW and sheet 5 for single or double Door Design Pregitg�DP}rah�rg•Ya glass. type and/or threshold types(Exterior(+)water limit) • 9999.. 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.I.0wer.DP 9999. rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate amt s11all not exceed 125.84 ft tested frame area. •• • 6.9 0 99990. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and BI are limited up to 30'aboveVrade. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#12-0208.14 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MIAM14=E COUNTY NOA No.15-0611.05 ...,rillsExpiration Date: April 21,2021 1 / Approval Date: October 08,2015 t�`1t�7 Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.WII-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.14/# 11-0218.05) 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,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E. and signed and sealed by reviewing engineer Marlin D. Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D.Brinson,P. E. .... C. CALCULATIONS • . . sees sees.. 1. Anchor verification calculations and structural analysis, complying+u'vit�i FBC-2Q1A(5th Edition),prepared by Al Farooq Corporation,dated 06/01/15 and laVmvised tnr SEP 03;•••:• 2015,signed and sealed by Javad Ahmad,P.E. """ 00 ;.... sees 2. Glazing complies w/ASTMS-1300-02;04& -09. •e e e e• ;••••• e e 0 . D. QUALITY ASSURANCE 00:00: •• ••••• 1. Miami Dade Department of Regulatory and Economic Resources TRER). " ' 000000 sees.. E. MATERIAL CERTIFICATIONS e ' . . . . sees.. sees.. 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americh,Iot.(FoiYher E.I. ;sees; DuPont DeNemours& Co.,Inc. for the"Sentry Glass ®(Clear aAA White)Mass: ' Interlayers",expiring on 07/04/18. as 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'"Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises& renews NOA#12-0208.14,expiring on April 21,2021. 2. Test proposal# 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06,2010 approved by BCCO. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0611.05 Expiration Date: Apri121,2021 Approval Date: October 08,2015 E-1 HEAD/SILL ANCHORS B. •AT STILE ENDS 41 7/B' (6)AT 3"O.C. 80, o I FRAME WIDTH FRAME WIDTH z 8'MAX. 3" 6"MAX. 15"MAX. 15"MAX. SURFACE APPLIED HEAD/SILL TYP. HEAD/SILL HEAD/SILL FALSE MUNIINS CORNERS HEAD/SILL x CORNERS A MAY BE USED A -- �� O d \ II HINGE OPTIONS / i N, SEE SHEET 5 _tT °f w 1p g c I II Z �+• °f W fD O LOCK OPTION 2 SEE SHEET 5 i i i II ,J I II Q tp -__ll___f 3 O O 11 r• n O! I 11/ to �Z� LOCK OPTIONS I \ I - �--- w_ I OR 2— i =_'� ___ \ i =-fir- SEE SHEET'S -- 5 vl w v Jr 3 W I / O\ I I a aO aD i B ii g o— GLASS D.L.O. DIMS. Y INACTIVE ACTAff D.LO. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT- 14.875' � In 0 D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875' _ . D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20')/2 3w j 30- 29 7/8" c DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH — 3.250' D.L. OPG. D.L.OPG. —OPG DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH — 2.750'/2 38 5/8' a 38 5/8' LEAF MOTH LEAF WIDTH 38 5/6' SERIES-249 ALUMINUM FRENCH DOOR IV/ SIDELITES LEAF WIDTH a$ t'B APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TYPICAL ELEVATION TYPICAL ELEVATION �� WITH OR WITHOUT SIDELITES. SIDE UTES cAN BE ON ONE OR BOTH SIDES OF DOOR. ( X ) ( XX ) "M UCf REMED SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. re"*Jng with lien w SINGLE LEAF DOOR DUAL LEAF DOOR IlyddgQdo AmpW.No 1S 1611.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ••• ••: : : ••• : : [�ffft OPTIONS nah A REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • •• • • • • • a m o $ HURRICANE ZONE(HVHZ). • •• • • • • ••• • A pydy met F <m +w t8Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ••• •• •• ••• ••• TO TRANSFER LOADS TO THE STRUCTURE .. o I ANCHORS SHALL BE AS MATERIAL SPACED AS SHOWN ON DETAILS,ANCHORS Engr:JAVAO CMLAHMAO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS/SIDELRES ARE RATED FOR LARGE MISSILE IMPACT. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE • ••• • SF�UlT�RS ARE•NOT REQ IRED. FIA t 7a592 s CAN.axis NOT PART OF THIS APPROVAL. • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • ••• • • ••• • • ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON—COMPRESSIBLE. • •• • • •• • • • SEQ 3 d�tl drawing no. ••• • • • • W11-03 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT.MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of�f3 ' • • • • • • • • • • • •• •• • • • •• •• ANCHORS AT MULLION HEAD/SILL ANCHORS AT 4.7'k 10'FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDELITES 166 1/4"MAX. (6)AT 3'O.C. TIP.AT HEAD/SILL TESTED FRAME WIDTH 1 1/4'MAX p•MAX. 1/4'MAIC 3 41 7/8" B , SIDELITE FRAME WIDTH XX DOOR FRAMEWN SID FRAME WIDTH a g ��2vvv a 60 B MAX. 15" SURFACE APPLIED HEAD/SILL F74� - HEAD/SILL _ FALSE MUSED CORNERS F A MAX.� _ MAY BE USED �O `� A `� / � \ 11 11 / i \ 11 11 II II HINGE OPRONS I \ ii II SEE SHEEyS \l,_ =41= Z pj_ 4 A- I W o 0.f1 o I til fnpp OPTION 2 M SHEET 5 -j 21\CEK t. \ 11 / li Q I N WVQ 11o o m m I 1 - --u--- 'O a n o \ i / ii ii a T ZZQ 11 II � Ma m l o h 0 INACTIVE _ t� �Xn 30" 30" - - 29 7/8• D.L.OPG. D.L. OPG. D.L.OPG. 3B 5/8' o 38 1/8' LEAF WIDTH 38 5/8' 38 1/8" tMIR4� 8 g LEAF WIDTH LEAF WIDTH LEAF WIDTH No, $$ oat, f TYPICAL ELEVATION oat,'�� _ ( OXXO ) •• ••• • • • • • •• DvM tlel as'm c� • • • • • • • • • m -S$ WITH PAiVEI. SIDSLITES • • •• • • • • • '> 3 • •• • • • • ••• • imam ,S'IDELITE OPTION WITH DOOR '01 Frpr.JAVAD AHMAD CML c \ 33 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ•FT•8W FBC 20,14 099 • . FLA. Js3 2 • • • • • ••• • • • .• • • •• • • . 3 2415 drawing no. W11-03 sheet Q of 18 • ••• • • • • • • • • • • • • • •• •• • • • •• •• HEAD/SILL ANCHORS ANCHORS AT MULLION AT STILE ENDS AT 4'.7'&10'FROM END OF (6)AT 3'O.C. FRAME AT DOOR AND SIDELRES 166 1/4'MAX. TP.AT HEAD/SILL FRAME WIDTH Q �a 46 5/16' 80.MAX. ' it 6'MAX. 3' XX DOOR FRAME WI i HEAD/SILL T?. 15'MAX. U SURFACE APPLIED CORNERS K HEAD/SILL A - - MFALSE AY BE USED p I - , II 11 HINGE OPTIA I \ II II Q SEE SHEEP 5 y. =-�J Z - u\ n D m g m LOCK SHEEN 3 I II II 3 O n It , ii / u 11 ii < \ I 3LuL 2 3�� u u damn ZQ0.. 11 M 0- Lj0 INACTIVE U ACTIVE 29 7/8' •mC3 §$^ D.L.OPG. D.L. OPG. D.L.OPG. � Z tf 0 46 3/8' 36 5/B' a t3 SIDELITE WIDTH LEAF WIDTH 30 5/8' "ODUCtREVISED c B LEAF WIDTH •9 *ft The FlmW m? No 6(� O N z e t,gkoBoe Dale TYPICAL ELEVATION •• ••• • • • • • •• �►� c m ( OXXO ) i i ••i i i i i i P* .dM C 2, s S 8 WITH_DIRECT SET SEELITES • •• • • • • ••• • a e o 0 •• ••• •• • • • •• 0 SIDELITE OPTION WITH DOOR Ea9n aAVAD AHMAD • ••• • ••• • • FLA.PEEI70592 0 3 s MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT�PER�EC 201 : •• . b r • • • • • • • • • • • •• • • •• • • • O ••• • • • • . 2015 drawing no. W11-03 sheet 3 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • 000 0 0 �4'u I 417/8- 31* WIDTH WINDOW•WIDTH 0 3 FRAME wroTH 28' 6'MAX. 13•MAX. D.L OPG.(FIXED) g6 HEAD/SILLHEAD/SRL AlCORNERS 10 1/2' 14 MAX. 5'MAX, CC Ty HEAD CORNERS 0 r \ is 15 �/ 14 p •/ io s LL 5th a��E� LOCK OPTIONS �//ff•��\ I OR 2 q,:A \ SEE SHEET 5 L•"jU',r \ x n Ct t a LLJI � x gig MAX A. SILL Z ort Li / 01 26 5/8' Z`` D.L OPG.(VENT) I _ N W U d C1 28 7/8• ;30 m ' g 15 / VENT WIDTH C 0.. n / 01 Z I ACTNE _� a 0 30' NOTE: D.L. 5PG. a o T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Sri Dp = +65 oRt�i LEAFTM —80 PSF ' EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD D TYPICAL ELEVATION ►WiDI1CfBSYDBD •et�pe�pwim teellstWk �$ ( XAcoepb) �COad'� 6(t.oS FOR DESIGN LOAD CAPACITY SEE SHEET 5 ••• ••• • • ••• • • ••• Wtr SINGLE LEAF DOOR WITH SINGLE H NG ADW, INSERT • • •• • • • • • spip` m u m • •• • • • • ••• • •• ••• •• • • • •• O S.H. WINDOW INSERT OPTION q Engr.JAVAD AHMAD CN/IL • ••• • ••• • • CA 70592 o • • • • • • • • 3 '. • • • • • ••• • • g ,{ ••• • • • • • drawing no. MSE3 2015 W11-03 sheet 4 of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH FRAME WIDTH NOTE: U GLASS CAPACITIES ON THIS SHEET ARE 7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ / AND FLORIDA BUILDING COMMISSION Z 3 DECLARATORY STATEMENT OCA05-DEC-219 0 / \ \ % \ z / \ / W / \ / / a ACIIVE INACTIVE ACTIVE ACM it G K (X) (XX) SINGLE LEAF(X)DOORS wjTBOUT smmX ES DOUBLE LEAF(XX)DOORS HITHOUT SIDELITES SINGLE LEAF(X)DOORS H1TR S.B.INSERT DESIGN LOAD CAPACITY—PSF DESIGN LOAD CAPACITY— PSF DESIGN LOAD CAPACITY—PSF LOCKS/1 &d2 LOC(OPTION Q1 L:4m7;0- FRAME #2 LOCK OPTIONS#1 &e2 O CLASS TYPES GLASS TYPES GLASS TYPES 0 DOOR WIDTH FRAME HEIGHT A'OE'AI' '8'OR'H1' FRAME WIDTH FRAME HEIGHT 'A', R'Bl' FRAME'BOTH FRAME HEGHT 'A','AI', 'B'OR'Bl'INCffS MCHESINCHES INCHES EXT. OAT.(—) INCHES INCHES EXT.(+) DVT.(—) t 42 109 80.0 60.0 100.0 141.0 80 109 80.0 80.0 42 109 BSA 60.0 n EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD LILT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE'P'0 S.B.HDI/ pp o q FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 88.0 PSF FOR STD.7NRF910LD LIMB IXr.(+)LOADS TO 58.0 PSF EM.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD 3 Q M ��r� FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF o v LOCKS: Z 7= OPTION #1 OPTION HI G STANDARD STEEL THROW SOLT LOCK, KEY OPERATED ON 33 POINT K SYSTEM WffH LEVER HANDLE LOCATED 0 OPTION Al -0am EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE LEAF LOCK STILE, 4B"FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS a, C Z a^ FASTENED WITH (2) 1/4-28 X 2-1/2' MS ENGAGING AT HEAD AND SILL 7-5/8' LONG ALUM BUR HINGES, AT 12' FROM CONVENTIONAL LOCKSEF WITH KNOB, KEY OPERATED ON FASTENED WITH (2) #12-28 X 2-1/4"OH MS EACH END AND ONE AT MIDSPAN OF LEAF. EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE AT 40"FROM BOTr0M OPTION LOCK STILE, 39-1/2'FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4" LONG ALUM PIVOT HINGES,AT 12"FROM EACH ENO 0 FASTENED WITH (2) #8 X 5/8'PH SCREWS AND (3) #10 X 1/2'FH SMS AND ONE AT MIDSPAN OF LEAF. (2) #B-32 X 1-1/2'GH MS FASTENED TO FRAME WITH ((2) 1/4-20 X 1-1/2' MS CONCEALED FLUSH BOLTS AT TOP& BOTTOM OF FASTENED TO PANEL WTTH (2) 5/16-18 X 1-1/2'MS CONCEALED FLUSH BOLTS AT TOP &BOTTOM OF LOCK INACTIVE LEAF LOCK STILE, MANUALLY OPERATED STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE FACE LOCATED AT 11-1/2'AND 89-1/2"FROM BOTTOM LOCATED AT 10-1/2'& 76-1/2' FROM BOTTOM E FASTENED WITH (2) #8-32 X 1/2' FH MS FASTENED WITH (2) #8-32 X 1/2'FH MS SEALANTS: OR Is FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED "IGOUC r REVISED I I WITH WHITE COLORED SEALANT. Mtwephlaewhh the F1oti9e SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. ACoe No D.te 41 4 I4 ••r1 • • • • •• t�tr►tai•KC�i c o'��s \\ 'i \\ // �i i \• i i i i b E S I 1`r • • • • • • 0 t I 9 j I Engr. IWAO AHMAD r5 H CML // // \\ i •• // ••• • • SCAN{70592 drawing no. / •R I •/ W11-03 xaacTIVE 0:0ACTIVE $EP 2015 et,eat s aT1s 0:0 . . . . . . . . . . . .. .. . • . •• .. ... . . • ... . . STATIONARY PANEL(0) OR DOORS WITH SIDELITES SIDELIT DOOR DOOR �4 DESIGN LOAD CAPACrrY- PSP WIDTH FRAME W SIDELITE W. SIDELITE W. FRAME W. SIDELITE W. l� PANEL/MRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A','Al', 'R'OR'111' INCHES INCHES INCHES EXT.(+) INT.(-) p § 41 7/8(X) �• 81 80(XX) 48 80.0 69.7 85 41 7/8(X) M 80{XX) 48 80.0 68.7 p •N N �[ s 41 7/8(X) w �; w % �; �; �; a G LL 91 80(n) 48 80.0 69.7 M \ \ LHI 87 41 7/B(X) 42 W.0 78.6 \ \ Q yM11 W ��) K L B \ K L K L 41 7/8(X) dI n 103 BD 8( 42 80.0 79.8 �O STATIONARY(0) I OVERALL FRAME WIDTH_I le OVERALL FRAME WIDTH �I 41 7/8) X0 (0x0) 109 ��X) 41 7/B BOA 80.0 XD EXT'.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD Ox a61 FOR STD.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF O SIDEIITE W. DOOR FRAME WIDTH SIDELITE W. DOOR FRAME WIDTH SIDELITE W. .� e� NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART J \\ p \\ om WILL APPLY TO ENTIRE SYSTEM. N E U •% % •% H c� W DIRECT SET SIDELITE WIDTH = PANEL SIOELITE WIDTH SIDELITE FRAME WIDTH 0 Oa m C O � " �Z¢ n N N1 d OVERALL FRAME WIDTH �I L OVERALL FRAME WIDTH I T^`O (Oxx) (OXXO) 0 (XXO) YRBDUcrREVISED b DIRECT SET SIDELITE WIDTH DOOR)FRAM(WIDTH 1~fUsf�iwNY 1M FIorW 84 X OR n ate ( W E WIDTH ACTIVE •• ••• • • • • • •• NOTE: cvNr"_ t-1/4' • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE PANEL SIDELITE WIDTH • • •• • • • • • BASED ON ASTM E1300-09 3 SEC. GUSTS m ' S 000R FRAME WIDTH •• • • •• AND FLORIDA BUILDING COMMISSION 1 (X) •• 69* •• • • • •• DECLARATORY STATEMENT DCA05-DEC-219 Engr.JAVAD AHMAO o ,e LEAF WIDTH CML S • •• • .• : ••• 2 CA 35M R l g � INACTIVE ••• • ACBVE • • • • drawlOg 00. PANEL SIOEUTE WIDTH DOOR FRAME MOTH SE 3 2M W 11-03 (XX) sheet g of 16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16'HEAT STREN'D CLASS 3/16'HEAT STREN'0 GLASS 1/4'AIR SPACE u 3/16'HEAT STREN'D GLASS 1/4'AIR SPACE 3/16'HEAT STREN-D GLASS 1 090'Interlayer 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS3 Saflea Clear And Color Glass 090'Interloyer O J By'Eastman Chemical Co.' 090`Interlayer 090'Interlayer SentryGlaa So1ex Clear And Color Glass SentryGbs By'Kuroroy America,Inc.' 1/8'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS ey'Eastman Chemical Co! By'Kuraray America, Inc.' n. 3/16'HEAT STREN'D GLASS Se�ntryCbe oyer o SILICONE 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS SILICONE v GE 1257701 By'Kuraroy Americo,Inc.' GE 1200 SILICONE GE 1257701 0 GE 1200 U1 GSHE E SILICONE GE 1200 1/8'HEAT NE EN'D GLASS ei LL 00 p z M t a ut m SILICGE RGS7701 Q+ GE 1200 $A Q,Q �A tl io ,7 37 it I' n Ia�p1 li it i O W Ix i{S't_JYc+ W SPACER ALUMINUM II ALUMINUM SPACER K O ATT 4-1/2'FROM ENDS #8 SMS AND 10-1/2'O.C. AT 4-1/2'FROM ENDS AND 10-1/2'O.C. I 39 AT 1/4 POINTS ALL SIZES g AT 1/4 POINTS ALL SIZES n Q m GLASS TYPE 'A' GLASS TYPE 'A1' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE 'F' 3 oM (S.H.g7N00W YIRF7 SINGLE DOOR APPLICATION ONLY) C1 D= w� GLAZING OPTIONS _ v porn va c o G. GLASS TYPES GUSs TYPES M a *AA, 'Al'OR Bt' (ABOVE) o E SILICONE GE S7701 GE RGS7701 GE 1200 It liPRLIDUCFRwdA rFlrY/ o � I ryraosNyae&TS'ON LINES 39 AT 1/4 POINTS ALL SIZES •• ••• • • • • • •• GLAZING DETAILS AT SIDELIT ' •• ' • ' ' "• ' 0a m u o •• ••• •• • • • •• &Mr:JAVAO AHMAO CNR i m • ••• • ••• • • CAIN.J6J8 94 '� n • • • • • • • • • • 0.0• • ••• • • • • • • • • • • • • • •• • • •• • • • ••• • • • • • drawing no. 03 2015 wi -a3 9neat �at�s • .• •. . . • •. •• •.• . • • •.• • • TYPICALEL ANCHORS �FLU` EDGE DIST. SEE ELEVATIONS 18Y WOOD BUCK v FOR SPACING EDGE DIST. (SEE NOTE SHEET 1} BY D BUCK q .:, ALTERNATE n: n. ANGHOR LOCATION "- ° EDGE CTURE s'.• 'I I . . DIST. (SEEN 1) O 111... �. 3 N 1 - WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS I TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 18 SEE ELEVATIONS SEE ELEVATIONSQ e FOR SPACING FOR SPACING ANO TRANSFER THEM TO THE BUILDING STRUCTURE. a METAL 1/2'MW. DIST.EDGE [STRUCTURE TYPICALANCHORS: SEE ELEV.FOR SPACING � SHOT BOLT LT OR 1/4' DIA, ULTRACON BY 'ELCD' (Fae177 KSI, FY-155 KSI) a 7 qt PENE TRATION A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �j a 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 W THRU 113Y BUCKS INTO CONC. OR MASONRY ', m 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) i1 y 1-1/4' MIN. EMBED INTO GONG. OR MASONRY (JAMBS) m DIRECTLY INTO CONC. OR MASONRY Nita SEEPAMNCMHORS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) M 0 FOR SPACING 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) XM 6 a V rj x I, 1/4' DIA RAD TEKS OR SELF DRILLING SCREWS (GE 5 CRS) w zi _ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') wv INTO METAL STRUCTURES ;00a m ALUMINSTEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) N. (STEEL(IN CONTACT WITHMIALUMINUM TO BE PLATED OR PAINTED) 8 OR TYPICAL EDGE DISTANCE a 1a INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD,SRL OR JAMBS f'c - 3000 PSI MIN. '^R, e �f C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym - 2000 PSI MIN. `o USH7BOLT OR 29 OR "MUCFREVTSFA C SHOOT EKFLT 19 Yea•ptflat wfihatPbri4 PENETRATION lhidl�Codt Ips 18 16 Z8 2 Amps m No m 7 1 011e` \� r n m © 1 1 2 Z © 7 • • • fti� • 6 2A V �0 4dc:'IV* WWI fO '3ALTERNATE • s . • cAas muc s/a•X 3/8' ---- -- — OPERATING UNITS a . FROM . L... '.d. a ' i : Engr,JAVAD AHMADCIVIL TYPICAL ANCHORS ' a 71'@I ANCHORS � TYPICAL ANCHORS• FLA,PE 170892EDGE SEE ELEVATIONS EDGE GIST. •SEE ATIONS• •DGE DISE.• • SEE ELEVATIONS CAN.ase FOR SPACING •FORPACING • f'�i7� • •FOR SPACING s HIGH THRESHOLD STANDARD THRLVAL • •• • *L011 TLRIJHJ APP" FOR WATER RESISTANCE APPR'D FOR WATER REWAkWE • • PDT APPR'D F01•WATEA RESISTANCE drawing no. LIMIT MAX. EXT+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF 2Qj5 W11-03 LIMIT MAX EXT+) LOADS TO 80.0 PSF(DOUBLE DOOR) OPERATING UNITS sheet 8 of18 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 3/8'MAX. © 3/8, SHIM O SHIM ALTERNATE ANCHOR LOCATION 4Y 4 SIR NAL 3 3 .W000 BUCKRE Z 3 ACTIVE LEAF Ct TYPICAL ANCHORS 18 e' B Q d a SEE ELEV. 16 _ a!p 0 FOR SPACING ' ___ a yg u - n 2 F TYPICAL ANCHORS $ a 18 ..•. SEE SPACING EXTERIOR 5 � >• FOR SPACING D.L.DPG. ALT. FRAME JAMB {L 38•-5/8,MAX. LEAF WIDTH 0 41-7/e'MAX 100K OPTIONS 1 OR 2 DOOR FRAME WIDTH AT m OPTION SINGLE SHOWN SHEET 5 FOR DESCRIPTION 3/8'MAX AAA to SHIM 6p SHIIA M •. D FLUSH BOLTS O LOCK OPTION 2 �LLt AT TOP&BOTTOM AT DOUBLE DOORS a UJ�1 3 SHEET 5 FOR DESCRIPTION J Z 3 28Y WOOD UCK i VQ TYPIDAL ANCHOR ~ IN-ACTIVE LEAF OR D UDTURE 3 t li gg ACTIVE LEAF p o m SEE ELE1I:. FOR SPACING 18 a 0 t6 ZZ 4 M a- 0 I I o 1 ,•d 2121 21LES 9 5 4A 18TYPItltl LEAF MOTH EXTERIOR 5 SEE EELLEV/.NCHORS o�� LEAF WIDTH FOR SPACING '3,+,+�,, BUTT HINGES m $i H PIVOT HINGES (SEE HINGE OPTION SH 5) • • •DOpR TAM:WItiTH• • u o`n��e • • •• • • • • • fD 'dog$ • •• • • • • ••• • �i of m c •• *00 •• • • • •• OPERATING UNITS rKmecrREVOW mampbiss-MA ow Red& Emr:JWAO AHMAGb"Amscou CIVIL • ••• • ••• • i A/eelNYteN� �•t7 FL PE 70582 n 33 • • CA • • • ••• • • `` • •• • • •• • • • ••• • • • • • 3 20�, drawing no. W11-03 sheet 9 of�g • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DISE. FOR SPACING ANCHOR LOCATION � —NA. SIDELITE INSTALLATION DETAILS e 1' M1Cti0R P" ..LOCATION • m • 1 f�G7 G� C F 2s a 810 X 3/4'PH SMS 7 1 \ OM ENDS AND 24RO.0 MAX. Q It 4 O 18 6 ALT, FRAME JAMB a c 810 X 1'PH SMS W j 3/8'MAX'. AT 4'FROM ENDS LL g$ Hyl 810 X 3/4'PH SMS AND 16'O.C.MAX. Se31 S T H AT 6'FROM ENDS O 18 g AND 24'O.C. MAX. TYPICAL ANCHORS SEE ELEV. '.•• FOR SPACING Lp QM S1 II IA I I30I . 2s 16 213 t�i0 5EXTERIOR 0QoSIDELITE LEAF WIDTH dZ SIDCONE & ^1 d PANEL SIDELITE WIDTH 1 1/4' DOOR FRAME WIDTH 0 DOOR LEAF WIDTH SIDELITE FRAME WIDTH — 3.250' rRDDDC f REVISED 6 6 ~mct whM the"m" OR OR Aeeepwaee No W1.0 Dazj u g s 19 19 ta/YaNw lt • •• Boas © 7 18 28 © • • • • ••• •• ��<moo 2 ALTERNATE 7 • •• • 2.N• �' PANEL SIDELITE UNITS N 'w Ent:JAVAD AHMAD ei •e 6 •• •• 0 FLA.P J 70592 0 WEEPS .•'� •:. • c'at�.v. `::••ai: •• .' .:•. '�4':• .v. + .�..• • • • 1/2 FROM a` v.. •�.• •• �1 • • • 0 SILL ENDS •'° TYPICAL ANCHORS .'v•i�E DI9lt. T)1'PICAI ANCHORi • tlr°win no. EDGE DIST, SEE ELEVATIONS SEE ELEVATIONS 5 3 2095 W119 03 FOR SPACING FOR SPACING PANEL SIDELITE UNIT (STD THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) sheet 10 of 18 • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • TYPICAL ANCHORS DIRECT SET SIDEL•ITE INSTALLATION DETAILS EDGE DIST, SEE ELEVATIONS I FOR SPACWG Z I I ' N ryp II li I 3/8,MAX. LL Z� II t I I TYPICAL ANCHORS 3 O SEE ELEY. FOR SPACING 25 2 II 1G -------------_- -- E=3 C) II li O MM7 M n 0 h 21 I NWVaa 1 w 3'�W 1 o 3 EXTERIOR 5 096 m II II V 0• n D.L.OPG. LEAF WIDTH v Z O 1 N H7 nll ag II SILICONE PIVOT HINGES O li DIRECT SET SIDELITE WIDTH 1 1/4 DOOR FRAME MOTH Gi ~ a 1�1 O Ili 810% 1'PH SMS III AT 4'FROM ENDS �n ill AND 18`O.C.MAX. 11 8��6 nI o MWDUCrREVJKD g tT p �I resp co wN�DK Fhflfic V a ASEE Aca�eee na t - 6 1. S 4 2D■te stDIRECT SET SIDELITE UNITS Engr. KVAD PHHAD; CMLFlC�PE 2•••YPICAL�ANCHORS • • • • • • • • • • 9 e FOR SPACING • •• • • •• • • • ••• • • • • • SEP 1J drawing no. W11-03 _DIRECT SET SIDELITE UNITS sheat 11 of 16 • • • • • • • • •PP A 0 mm • • • • • • • • • • ••• • • • ••• • • 17 2� .060 .093 1.750 4.000 -� 062 1.750 .625 500 :ar 5 . 0 1- '- 2.375 W 1 I .332A & Q QQQ g .090 FRAME HEAD ,.ea3 .las TM-099 37 PANEL GLAZING BEAD 3.465--�{I �c TM-155A SIDE�307 SU I V n 2.375 &250 12.125 37 1.485 Q 41�a .062 .125 • 0.310 .715 050 55;� O9 GW 37888 flD CENTER LONGE 0572 4.000 2.125-1 .125 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) b 1988 1.262 125 - PIVOT HINGE I0.2481500 40.00 4«-1.750 0.572 GW 37889-A •2� 2.062 O DOOR BOTTOM RAIL b OUTER HINGE .125 B75 ^ 19 TM-29236 O .125 \ o o DOOR JAMB/SIDELITE FRAME .082 I 3 Q M m BA5499 HINGE PIN --I ,.376 O N1 .062 625 O STD. SILL ADAPTER ,5pp .t68 1.000 g d, 093 1 750 �• BA5798 MID RAIL CORNER CHANNEL u J Li LL �� 3 Bat •655 LOW THRESHOLD 1.858 Oj w v .625 1.750 897DKB #3 .062 1.030 -Op a m 03.875 .835 1.275 C Z x v �Z 4.000 .082 4.080--d .093 HWGE CAP .250 1.821 Lo O v 010 x 1/2' HIGH SILL ADAPTER O DOOR HINGE STILE F.H.918 29 TM-193 O 0 TM-32995 .,25 INSUL GLASS PANEL ADAPTER .562 II a 2.000 2.157 4.530 TM-194 5t O -� 4.659 0.93 In o o -A .930 a DOOR TOP/BOTTOM RAIL n o II °� 1895 I _ TM-32994 3.500 a II 7.689 .625 0 IL o I I I .187 554 8 R 2-040 1.750.l_ o �I .082 .060 u 4. 1.574 II °e 2.000 kk FRAM--E SILL 'H' MULLION SILL COVER -� .075 ,825 o I O W797 tS TM-121A 30 TM-180 .375 4.000 illi I. • • • • •----621625- aro • • • •&62 c e iv O4 ACTIVE LEAF LOCK STILE e • • •• • ►✓i UCCBEVWD TM-172 O BUTT HINSIP • • • reaptyl.l wdY UM amu o OWEATHER-STRIP ADAPTER • HMCo& 0 GW-31828 4.859 ,O93 •• ••• •• • Awe -46160.075 3.790 .999 BiMir Bolo4. EnBr.•uVAD CML�MAD 1287 FIA.PE 70382020ao •• r. .93a $s1.750 1,�qr •700 • • •188 062 AS 78 OSO I . .,�L1.799 I •8�` .77: • 38 3Kdrawing n0. I• 4.000 W11-03 SIDELTfE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILEREINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER TM-157 ® TM-36048 31 TM-182 BA BA sheet l2 Ot 18 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • f=/ PART/ QUANTITY I)MMPIYOR MATERIA. MANF./SUPPIJER/REMARKS �U 1 TM-099 1 FRAME HEAD 6063-T6 PER TM SPECIFICATIONS 2 BA5797 1 FRAME SILL (STD.) 6067-To PER IN SPECIFICATIONS o 28 2A 897OKS 1 LOW THRESHOLD 6063-TB PER TM SPECIFICATIONS 3 BA5499 2 FRAME JAMB 6063-TS PER TM SPECIFICATIONS p 3A SA AS REQD. ALT.DOOR JAMS/SMEUTE FRAME 8063-TB PER TM SPECIFICATIONS 38 BA AS REQD. ALT.FRAME COVER 8083-T6 PER TM SPECIFICATIONS '�' o. j 4 TM-172 1 ACTIVE LEAF LOCK STILE 8083-TB PER TM SPECIFICATIONS �• 4A 7M-38046 1 INACTIVE LEAF LOCK STILE 8063-T6 PER TIA SPECIFICATIONS �GII 5 TM-32995 1 PANEL HINGE STILE 6083-T6 PER TM SPECIFICATIONS 11 8 7M-32894 1 PANEL TOP/BOTTOM RAIL 6083-T6 PER TM SPECIFICATIONS 8 n '0 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STIES(TOP/BOTTOM) �Vy 0 8 FD 107 3/LEAF BUR HINGE 8083-T6 SULLIVAN&ASSOC. `S 'S Q ® BA - 3/LEAF PIVOT BINGE 6083-TS LOMVO n C Q 9 GW30769 AS READ. SIDEIJTE HEAD/SILL 6083-TB 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STOP Z 21 11 GW-34808 2/LEAF PRESSURE PLATE-TLE ROD ALUMINUM I 4'LONG 3Z d 12 FS 1202 2/LEAF FLUSH BOLT ASSEMBLY ALLI69NUM S AN&ASSOC. W r 15 TM-121A AS REGO. 'H'MULLION 8083-T6 - 0 16 32001 AS REO'D. FOAM FILLED BULB WSTRIPPING - .187 X 250 T-SLOT FRAME TOP CORNER 16A 32084 AS REQ'D, MULTI FLAP FOAM FILLED BULB W STRIPPING - - � m SIDELITE CORNER 168 32011 AS REQ'D. FOAM FILLED BLAB WSU6PPING - .187 x.350 r-SLOT 17 F'RCF 2/LEAF FLUSHI@lT GUIDE,LOCK STUD ENDS(TOP/BOTTOM) 6063-TO M&M PLASTICS n 18 TM-29236 1 PANEL 80ROM RAL 6063-TB 20 - AS REOD. /10 x 1/2'F.H.UNDERCUT SMS. STEEL. AT FLUSH BOLTS 21 - 2/LEAF 1/2'6 THREAOEO ROD.WASHER&NUT STEEL TOP/BOTTOM END RAILS o O M 22 - - DEAD BOLT LOCKING HANDLE - KYAK-SET $ W E 23 - 1 MULTI POINT LOCK - ACTIVE LEAF,41'FROM BOTTOM Z 25 - 38 DUST KLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW ROLES %W U 26 - AS READ. #10 x 1'P.H.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULLCUPS 3$ 28 EM798 AS REOD. STD.SILL ADAPTER 6063-75 PER TM SPECIFICATIONS -0 d m 29 BA AS REGI. HIGH SILL ADAPTER(USED WITH STO.SILL) 6063-TS PER TM SPECIFICATIONSC OZ 30 TM-180 1 SILL COVER 6063-T6 PER TM SPECIFICATIONS �+ M a 'mr 31 TM-182 - LOCK STILE REINFORCEMENT6083-To PER TM SPECIFICATIONS EU0 35 TM-157 4 S@TE GLAZING BEAD TALI.GLASS) 6083-T6 SIDE LITE GLAZING PERIMETER 0- 35A 4 SIDEUTE GLAZING BEAD(INSUL IAM.GLASS) 6063-T6 SIDE LITE GLAZING P --M. 0 DOOR LEAF CORNER 37 TM-ISSA OPTIONAL PANEL GLAZING BEAD WaiET6 PER TM SPECIFICATIONS 38TM-194 - INSUL GLASS PANEL ADAPTER 8063-T5 PER TM SPECIFICATIONS 39 _ AS READ. SETTING BLOCKS(1/8'X 3/4'X 4'LONG) EPDM DUROMETER 8015 SHORE A DOOR COMPONENTS 26 � MDuc r Ren6Eo $ mftwpiykm with Lhe Red" bodies coft / •• ••• • • • • • •• Aaepteeee Na� C•^ n /' • • • • • • • • • im�yw oo Dale o • •• • • • • ••• • aV-.. VAO AHMAD b •/ • ••• • • • • M PES 76592 S • • • • • �N' ••• • • • • drawing no. FRAME BOTTOM CORNER MID RAIL CORNER SE 2015 SINGLE DOOR W/&H.WOW, 8h881 3 Of B • • • • • • • • • • • •• •• • • • •• •• ••• 0 4 0 000 0 0 TYPICAL ANCHORS EDGE p>57, SEE ELEVATIONS O 11�� FOR SPACING • e•j I j .. ALTERNATE •..i.",• '•>t •, ��F,, iANCHOR*LOCATION qIL s 26 °vi 0 u d cc 16 C gid 6 SEE E10 LEVATIONS SMS •^°�W a FOR SPACING I AAA IL Z - I. 0 � n cs °� n i gM� s �W� 4 z 7. Jr � = B1 0 In TI, 9. c 0 n �a ai o `dam I o s. raoovcrxevtssa 'Q 8 I Y eMpl •Nh tYt FWA& a 5 Ae[plAmtlW 15-06 01 LmirDate z{ � z O9 - •• •• • • • • •• Cm Nan • •• • • • m°.�o$g C1 to • • • • •• �oam�o t6 " SINGLE X OPERATING UNITS W S H WDW Io x t—t/z•FH sNs �--� � I 1 SFOR ACING D1 1 I 2 Z E"r.JAVAO ANWW u_ •� 1 I NFE li 11 ' I •• AL N FLA.AN.PE70592 ' 0 i,I • • I • • • C 1 R b 3 III • • .s,.. F° TYPICAL ANCHORS Ow. FSEE R ELEVATIELEVATIONS $ 3 2015 W1 1-03 HI—THRESHOLD OPTION sheat 14 of 18 • %00: • • • • • • 000 0 • 0 000 0 • 1937 ITB6t 9 PART 9 RSQD. DMCWTION MATERIAL MANP./SOPPLmR/RE6t4R&4 7" 1.1 GW-31798 t FRAME HEAD 8083-Tfi PER TM SPECIFICATIONS o .062 2.1 TM-117 2 FRAME JAMB 8083-Ts PER TM SPECIFICATIONS 83 '• .857 .082 .836 j 375 .825 �n�-�t.130 3.1 - 1 FRAME SILL 80 -T6 PER TM SPECIFICATIONS 0 L_� ( -7 4.1 GW-36123 1 FIXED MTG.RAIL 6083-T8 PER TM SPECIFICATIONS J -� ,yRrD�LSl TM-113 1 STD.VENT TOP RAIL 6083-TB PER TM SPECIFICATIONS s 1.875 6.1 TM-112 1 VENT BOTTOM RAIL 6063-TB PER TN SPECIFICATIONS O U 1.1 FRAME HEAD 17.1 7.1 GW-31802 2 VENT JAMB 6063-T6 PER TM SPECIFICATIONS yya FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 8.1 TM 115 2/VENT SPRING LOADED EGRESS LOCK•5'FROM ENDS 6063-T6PER TM SPECIFICATIONS ^^ LL 841 - 2/VENT LATCH LOCK•8'FROM ENDS CAST PER TM SPECIFICATIONS V a l4 IS 4 9.1 - AS REDD. GLAZING STOP ANGLE ALUMINUM PER TM SPECIFICATIONS VVVV QQQ 750 10.1 - 2 VENT STOP(5-1/4'LANG) PLASTIC PER TM SPECIFICATIONS Q G 11.1 - 2 SPIRAL BALANCE - CALDWELLy dJ 1.000 •� 1.749 .095 12.1 - 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS '7 i � 2.541 17.1 WV-3045 AS READ. BULB WEATHERSTRIP YAM PER 1M SPECIFICATIONS t� 14.1 W43201 AS REOD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS g .437 _.__['1� 15.1 W43371 AS READ. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS I II 4-1.563�1� 18.1 - 1 FRAME/VENT ASSEMBLY SCREWS - CRS /10 x 1'P.H.SMS 17.1 - - FIXED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS 4.1 FIXED MEETING RAIL 18.1 DOOR STILE REINF. 18.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS S.H. WINDOW COMPONENTS 1.750 -y-.688 o cr � Z 1.125 6 1.562 I GO; / � a= g� 0$� 1 0000m 750 F- C 0 O SASH SIDE RAIL N 5.t STD. VENT TOP RAIL 969 r } VENT TOP CORNER .877 787 1.875 �f ,443 FRAME TOP CORNER �} .882 .062 .6741 `o F .055 F�1.469 PRODUCTREVISED rao•dpb{w11►16a FMrNh c .617 t8. NWie - L •0'�� '�4 S� zt FRAME JAMB e.t SASH LATCH ••• ••i i i • i OMJe m V 12 2.050 • • •• • • • ma` og� •-^{ 1.382 • • • • • • • • ��<m a o 2.826 /" Engr.JAYAD NANO b •1 2250 .060 2.725 .082 : •:• • • • • ••• / 78 82 g .l .682 • • • • •' • • • g �.750 h� �I�-t.s37 ••• • • • • 6. • drawing no. e.t VENT BOTTOM CORNER SE VENT BOTTOM RAIL 3.t FRAME SILL FRAME BOTTOM CORNER W11-03� $IOIa sheet T s of 16 • • • • • • • • • • 0:0 • ••• •• ••• • •• •• ••• • • PRODUCT APPROVAL REVIEW FORM ADDRESS 289 NE 102ND STREET MIAMI SHORES,FL 33138 OPENING GLASS QTY ZONE NOA NUMBER OR FL NOA DESIGN REQUIRED DESIGN THICIWE CONNECT EGRESS OPENING LOCATIO SIZE NUMBER PRESSURE RATING PRESSURE RATING SS ION TYPE REQUIREMENT LOCATION N WIDTH HEIGHT +PSF -PSF +PSF -PSF YES NO 1 w1 ZONE 102 80818 15-0505.29 80 90 .41 43.8 7116" TAPCON X d 9 W2 ZONE 4 38 38 15-0505.29 80 90 40.41 43.8 7/10° TAPCON X 3 W3 ZONE 4 88 51 15-0611.06 01 61 40.41 43.8 7/16" TAPCON X - 2 W4 ZONE 4 37 81 1540505.29 80 90 40.4 43.8 7/18° TAPCON X 5 1 W5 ZONE 4 74 81 15-0505.29 80 90 40.41 43.8 7/16" TAPCON X 1 W8 ZONE 5 74 38 15-0505.29 80 90 40.4 43.8 7/10" TAPCON X 1 W7 ZONE 4 77 38 FL15920.1 70 70 40.4 43.8 7/10" TAPCON X 1 D7 ZONE 37 78314 15-0611.05 80 80 40.41 43.8 7/18" TAPCON X BUILDING HEIGHT 15 FEET - WIND SPEED-ITS M.P.H EXISTING STEEL COLUMNS ' Kd=.88 EXPOSURE CATEGORY=C \ \ ASCE 7-10 \>1 \tel FBC 2014 W4 5 5 WS �y •• W • 5 3 1.� • L• •••••• WS W7 BEDROOM GARAGE i•�• •• FLORIDA ROOM W4 !• - D1 •a•••• a a • :••l f 9 +••• a ee••• _ W6 W6 • W •:••. •fff•• •ei•• BEDROOM of •• •• • e••••• KITCHEN s DINING :00:0: • • e•e••e • • • e • •, � _ s • • n •+•a•• ' m - •• w a 2 LMNGROOM BATHROOM W3 BY Dr'�,TEE W6 W6 _ wK 4�1 6 .2 ws ('.O IPLIANCE WITH ALL EEDEnAL BEDROOM �!'^ITY f?ULES N`JD REC�UI_ATInfIS W3 BEDROOM w5 BATHROOM b W2 W3 _ ._