Loading...
WS-14-438Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208548 Permit Number: WS- 3- 14-438 Scheduled Inspection Date: April 23, 2014 Inspector: Rodriguez, Jorge Owner: PEREZ, JOEL Job Address: 1167 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 13 WINDOWS 1 SLIDING DOOR 1 FRONT DOOR WITH IMPACT PERMIT WILL OVER SEE PERMIT NUMBER WS08 -8 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050180080 INSPECTOR COMMENTS False April 22, 2014 For Inspections please call: (305)762 -4949 Page 12 of 37 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 22, 2014 For Inspections please call: (305)762 -4949 Page 12 of 37 RAMMs CNGINCCRING, inc. 2100 W. 7e STREET, SUIT 311 HIALEAH, FLORIDA 33016 ROBERTS. MONSOUR P.E. April 22, 2014 Re: Joel Perez Residence 1167 NE 99h Street Miami Shores, Florida To whom it may concern, 305-822-3141 -- Please be informed that I recently inspected the installation of Impact Glass Windows and Doors at the above referenced site. My inspection took place on Saturday, March 22, 2014. The structure is a One Story, CBS, Single Family Home with a Gable Roof. Based on my inspection of the windows and doors, I have determined that the portion of Windows and Doors that were recently installed were installed properly and meet the requirements of the Florida Building Code, 2010 However, there is one group of Fixed and Sliding Glass Windows located on the front wall of the house that is in need of reinforcement. Please refer to my calculations, attached. The horizontal Mull dividing the fixed windows and the horizontal sliding windows must be reinforced in order to resist the wind forces of today's Code. This will confirm that the horizontal mull was recently reinforced as per my calculations. This will confirm that the installation of the Impact Windows and Doors were installed in accordance with the requirements of the Florida Building Code, 2010. Let me know if there are any questions on the above. S��erely,� Robert Monsour 11955 LO A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 7 BUILDING PERMIT APPLICATION .3121 14 - Ljj Permit Type: BUILDING MAR _0 7 2014 FBC 20 Permit No U0 5 P C) Y — (f5— Master Permit No. LOS )Lt �{ ROOFING JOB ADDRESS: t 1 AJE q 1,Y& S City: Miami Shores County: Miami Dade Zip: 5'3 Folio/Parcel #: %� ° � S �l g ' C) Is the Building Historically Designated: Yes NO % Flood Zone: OWNER: Name (Fee Simple Titleholder):_ Joe- I I e rt :7-- Phone #: 3n.s 9S1 15 9 City: AIAAJ 6 ZC .mom C State: zip: Tenant/I.essee Name: �`A /!� Phone #: Email: 1 D / Us VA-? A-zkk! & 0w2 - C'6UA_ CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ��� Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew �(Repair/Replace ODemolition Description of Work: &CV- s Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ (7 2 • I C) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip $ y 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signs e er or Agent The foregoing instrument was acknowl ed ore me this 2,0 day of , 201 , by L-- (P`tsZZ2v , who is personally known to me or who has produced k5�A— (�;;? As identification and who did take an oath. NOTARY PUBLIC: Sign: (ate Print: My Commission Expires: APPROVED BY I VA ........��`!\``v` Signature Contractor The foregoing instrument was acknowledged before me this day of .20 _, by who is personally known to me or who has produced tq Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 5 /2/2012XRevised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Zoning Clerk; . Miami Shores Village Building Department 10050 N.E,2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Jae-1 RLe-71— DATE: A,010 -1 Lf ADDRESS: 11(eq' NC.-- 9!94tA g^i- tit om sitbrzeS fl, 33V38' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, KS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exerpption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must sOpervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. it may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction Is complete, the law will presume that you built for sale or lease, which Is a violation of this exemption. You may not hire an unlicensed person as a contractor. It Is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. ' Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and Is not hiring a licensed contractor to assume responsibility. In(tial� 3. 1 understand that as an owner builder, I am the responsible party of record on a permit. I understand that 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name Instead of my own name. I also understand that the contractor is required by law to be licensed In Florida and to list his or license numbers on permits and contracts. Initial 73T- -4. 1 understand that I may build or improve a one family or two-family residence or a fans outbuilding. I may also build or improve a commercial building If the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial� 5. 1 understand that as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously Implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow time may subject to serious financial risk. Initial 9. I agree that as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. l also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850. 487.1395 or MgJ/ www. myFloddalicense .com/dbor /orotcHbfindexhtml Initiat4 11. 1 am aware of, and consent to, an owner - builder building permit applied for In my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial .�� °• 12. 1 agree to notify Miami Shore Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial LO Licensed contractors are regulated by lain designed to protect the public. If you contract with a person who does not ave a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial Ices that you sustain as a result of contractor may be in civil court. It is also important for you to understand that If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the peril A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 2--tD day of f—i , 20 H gy -cam 2t- T r(2— _ Produced there License or who was personally known to me or who has identification. r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 14, 2014 Permit No: WS14 -438 Buildina Critique Review 1. NOA's provided are expired. Please provide active product approvals. 2. License contractor is required for the project. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. .i to cn - D WEST 1 l Joel Perez 1167 NE 99th Street Miami Shores Florida 33138 # 2 Horizontal Roller NORTH 37 x 50 5/8 #1 Horizontal Roller 53 1/8 x 38 3/8 # 11 Sliding Glass Door s 138x81%Z Kitchen Dining Room Living Room #3 Horizontal Roller Master Bedroom 37 x 50 5/8 #4 Casement 37 x 50 5/8 Bathroom # 5 Horizontal Roller 37 x 38 3/8 EAST Bathroom # 6 Horizontal Roller 37 x 38 3/8 Bedroom # 7 Horizontal Roller 531/8 x 50 5/8 # 10 Horizontal Roller & Picture Window' # 8 148 % x 133 # 9 Single Fr nch Door 37 7/1 x 79 3/8 CITY FRONT SOUTH COP Y Horizontal Roller ' 106 % x 50 5/8 TJ cn �n o m I �< WEST 1 l Joel Perez 1167 NE 99th Street Miami Shores Florida 33138 # 2 Horizontal Roller NORTH 37 x 50 5/8 #1 Horizontal Roller 53 1/8 x 38 3/8 # 11 Sliding Glass Door s 138x81%Z Kitchen Dining Room Living Room #3 Horizontal Roller Master Bedroom 37 x 50 5/8 #4 Casement 37 x 50 5/8 Bathroom # 5 Horizontal Roller 37 x 38 3/8 EAST Bathroom # 6 Horizontal Roller 37 x 38 3/8 Bedroom # 7 Horizontal Roller 531/8 x 50 5/8 # 10 Horizontal Roller & Picture Window' # 8 148 % x 133 # 9 Single Fr nch Door 37 7/1 x 79 3/8 CITY FRONT SOUTH COP Y Horizontal Roller ' 106 % x 50 5/8 Im M I y Kd =.85• : 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 20-10. Robert S. MonSour, P. E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 176 MPH WIND ZONE Intertvr & Exterior Zones (4845 - Walls). Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area (or, TH utaty Area in Square Feet 10 20 .'30., 40 50 60 oo 0.95 0.92 0.89 0.88 0.86 . 15 40. -38.5 37.5 36.7 36.1' -35.7 -39.1 . 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 41.1 40 49.4 47.2 45.9 44,9 .44.2 43.6 50 , 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 47.4 Interior Zone (4 -. Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Height M = Effective Wind Area or, Tfi utary Area in Square Feet - 10 20 30 40. 50 60 . -1.05 -1.02 -0.99 -0.98 -0.96 - 15 -43.8 -42.0 - 40.9 -40.2 -39.6 -39.1 . 20 .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 Height m 'Effective Wind Area or, Tributa Area in S uare Feet 7 -.10 ' :' 20 30- 40 50 60 -1.29 =1.23 -1.19 -1.15 -1.13 ® 1.5 >> -54.1. -50'.4 48.3 -46.8 -45.6 .-44.7. - .2 =53.4, -51.1 -49.5 -48.3 47.3 ` m 25 - 59.8: " -55:8 ' -53. -51.7. •.. -50.4 - 49.4 30 -62.3. -58.1 -55:7 ` -53.9 -52.6 .,-6l.'6 . 40 -66.1 -61.7 -59.1 ' '-57.2 • -55.8 -54.6 50 -69.3; -64.7 -61.9 -60.0 -58.5 - 60 -71.9 -67.0 -6.4.2 1 -62.2 1 -60.6 Length of End Zane (a).. 0% of least horizontal dimension or :4 h, whicheN but not less.than4 o of I st horizontal dimension or 3 ft. (h mean roof h NOTE: AN 8% REDUCTIO OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR . ,1 December 21, 2012 Application Number FLB Project Number. Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Fivaluaton: i • ! i. "` !, "�> FL# 16132.1 12- TMW -07 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 526 Casei at WlndoW Lage-"maiCMisslle impact Resistant This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and /or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: ® PRODUCT EVALUATION DOCUMENTS FLB drawing #12- TMW -07 titled "Series 525 Casement Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. e TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213:01 -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 & 203 test standards per test report(s) #1213.01 -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 analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity 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: 160 5W 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 -354 -0660 FAX: 954 - 354 -0443 WWW,ENGEXP.COM G December 21, 2012 TM Window, LLC. — Series 525 Casement Window (LMI & SMI) Page 2 of 2 • DuPont Saflex Interlayer (NOA # 11- 1102.11) • DuPont PVB Interlayer (NOA #11- 1118.03) 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 respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. 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 products respective anchor schedule. Host structure conditions which are not accounted for in each products 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 BCIS Hgme Log In User Registration Hot TnpfEs Submit Surcharge j Slats $i Fads } �#ubikaoons Files f% bells Sii4 hlap'' " !rod - it Approval i$kk- PlrblliA6' *i.?QgcatioPn lrstlist? JIP.,i! atbnD$tr3>1 TYD4 Nevi r 3F F Status '' Apprevpd �figfneQr ,. ® vaTuBtic n'Repori - 3 iard�l�py Re lved 1 rtfyiacYruek T NI iNtndc»v One/ na# 601. nw `1Z € Poi>?>n 0A Quality Assurance Representative Address /Phone /Emall f Search: G VAndow's c r 3F F i ' � �figfneQr ,. ® vaTuBtic n'Repori - 3 iard�l�py Re lved 1 G VAndow's c Casement 0el4ati0n Repo-%# from aak+lglQi 4%.gi;itered ArO'4i t or a Licensed i -lgHda Professi¢naY ' � �figfneQr ,. ® vaTuBtic n'Repori - 3 iard�l�py Re lved Frank L; Wnnodo, PE- 0046549 4 National A�cretitat%nt Mrfaethefit Iflstltute 12/31/2615 Keith E. Lodngs,_ PE Waljd4ti0n- hecIdTsY ., I ndCGP`lw elved - F-L16132 RO COI ManC161e6df' Standard Year TAS 201 1954 TAS 202 1994 TAS 203 1994 Date Si#Witted 12/21/2012 tKK'' WA ! Lute vauoatea Date Pending FBC Approval Date Approved Summary of products r i Florida Building Code Online 1L/Gl /LU1L 12/26/2012 02/04/2013 FL # Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16132 RO 11 Dwa.odf Approved for use outside HVHZ: Yes Verifled By: Frank L. Bennardo P.E. PE- 0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/ -75 Evaluation Reports Other. FL16132 RO AE Eval.odf Created by Independent Third Party: Yes E3 ED Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vent your e-mail address released in response to a public - recerds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address If they have one. The emalls provided may be used for official communication vdth the licensee. Hovever 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 dick here . Product Approval Accepts: ..., C rcl to FIE https :/Amm.florideWiding.org /pr /pr app dM.asp c? pararmvyGEVXQ YADg44rlgAXhlovkX4oBzlms4yMdnneecbLirdl6uhMY7mcvV %3d%3d 212 ■ TM WINDOWS TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT Ab *9% GENERAL NOTES 1. THE SYSTEM DESCtIBEO HEREIN HAS SEEN OESIGNED ATE TESTED IN ACCORDANCE WITH THE 2010 FUJ m BUDDDGG =I, FOR USE WISHiN AHD OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAB 2011 202 / 203 & ASTM E1300-09 STANDARDS. L NO 33- IA%INCREAS'E IN AtlOWABLE S7REB5 HAS BEER USED IN THE DESIGN OF THIS SYSTEM- WIND LOAD DURATION FACTOR Cd=LG HAS BEEN USED Fdi WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALQRA7FD FOR USE WITH THIS SYSTEM SHALL BE OETSRMON IT BY OTHERS ON A I08- BPEDIFTC BASIS IN A�DANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD VYDNEI LOAD RE@IIREMENTS SWRLL BE DETERMINED IN ACCDRDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUDDING l RY SEPARATE ENGILEERING CERSIFI CATION AND SHALL BE LESS THAN OR EQUAL TO SHE POSITIVE OR NF.GATiVE DESIGN PRESSURE CAPACITY VAl11E 1I57ED HEREN FOR ANY ASSEMBLY WTHTN THE LIMITATIONS STATED HEREIN. 6. THE SYStEN DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS ODwERENT FROM THE CONDITIONS DETAILED M87ML A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMEHr. S. PFIRNIIT tKIHDER SHALL VER "THE ADEQUACY OF EXISTING ANCHORED STRUCTURE'ro WITHSTAND S{JPERIMIgS® LOADS. W0001R1IXS (BY OTHERBi SHAH BE ANCHORED PROPEtIY TO TRANSFER LOADS TD THE EKISTING STRUCTURE. E MULTIPLE UNITS MUST SE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS CR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SMALL BE 6063 -76 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. B. OnERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING SEAD ENDS SMALL BE SEALED WITH SILICONE A ALL BOLTS & WASHERS SMALL BE ZINC COATED STEM, GiALVATO2E0 STea. OR STATNGI£SS SrM!L WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL. BE PAINTED OR PLATED AS PRIED IN THE FLORIDA BUILDING CODE. 11. ES. DUPONT DE NHMOINS & Co., INC. - SUTACLTE PVS IMT'.RIAYER N.O.AE 11- 111SA3 121 SOI.UTIA INC. - SAFI,EII PVB W'TERLAYER N.OA* II- II02.11 13. APPROVED FOR SMAU. ANO LkRGE MSSDE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213A1.12 e p AM ON l4L f.J �d Q 4 d OAR in z 12- TMW -o7 K suRFACS FALSE I S IH• KAL FOR ANCHORS r4mqr 1$1M MAR B MAX PAOM RMANCNORS TYPE •D• ANY)O)MOR CORNER (Tri.) H 8• MAX FROIF ANYlamrros ODXNER aw.) lLJ__- %C16 1 'L -- ��O WM;A TYPICAL ELEVATION o.LO. Wrong - amioow wmm -a� D.40. I.HYiiTH a WINDOW LBiOTH i $" v MAX FRM MY30MOR CORKER m"P.) SURFACE APPLIED FALSE onufm ----- „• OPTIONAL INV sus• MAX. MRANCHORS TPFE •a• 15 ur MAX. V MAX FROM FOR ANCHM ANY 1010 OR TYPE W, •ci -V I9C++pa APPROVAL PDX ALUMINUM PUMP *: 4 AFftCF comrcvous WrNOOwa �-� FRAME4WMTH- APPROVED ALUMINUM MULLION is usm TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION I . LO. WIDTH a YMOM WIDTH -4 W DLO. LBIMM a WINDOW LOOM 4 W I Q de ai11- h-! 12 -TW AICALN� NT8 NViN9fWt FL #16132.1 REW i1RAW RL m (TYP.) HOD a= NOT BYT.M. STRUCUREE TYPICAL SECTION 3 W - r-G' VERT SECT OfORS PER ANCHOR SEE MUUSON APPROVALS FOR MULLION TYPE AND S12E. 2BY WOOD -�--S ?IPDULE SI�IYPICAL E1VIATIOM FOR SPACING � w ED09 015T MAX S'M 114° MAX SHIM 114" MAX SIUM ANCHORS PER ANCHORS PER OR ANCHOR SCHEDULE. ANC PE SEE SEE TYPICAL ELEVATION R ELEVATION S VOI04 ON SHEET SHEET am P� . 218 SPACING .m W S D TRAtE N TM WNOW. MBO SYSTEM AND TRANSFER THEN TC THE BIRLDING STRUCRIRE TYPICAL ANCHORS: �SP��8 TepE •a -- at�•a- ara.iaaadtsrFer_tftt =ln Ks[. QUANYTTY THRU IHY INTO CONCRETE (2846 PSI MIN) oft GROUT FILLED ULOCI (ASIM COO 1- 314" MIN. EMBED INTO CONCRETE OR GROUT MUM BLOCK- TYPE V - J&- PIA, W TRACON BY 'BLCO' (11!.177161, F"ISS KS1) INTO 28Y WOOD BUGS OR WOOD STRUCTURES (P"2 G-om M11N) 1 -112" MIN. PENETRATION INTO WOOD TYPE •C - 114.20 OM SHBBT METAL SCREW (GRADE S MIN) (FU-120 KU, FY�90 I= INTO METAL STMA'SURES (S PBS PASS THE THREAD PLANE MIN.) SIffi: %* THX- MIN. (FY.36 KSI MIN) ALUMBNUMt l/r THK. MOY. (6063-TS MIN) (STEEL IN CONTACT WITH ALUMIPAIM TO BE MATED OR PAINTED) TYPE 'W - Sf L6" DLL ULTNACDN 1IT'ELM (!1!.177 KSI, wglSS KSQ INTO 2BY WOOD RUCKS OR WOOD STRUCTURES (SYP02 G.O.SS mM) 1 -112' MIN. PENETRATION INTO WOOD TYP ;CAL EDQB DSSTAMKR INTD OORCRErWWGFMM PB1ED BLOCK -. 2 -112" MIN. INTO WOOD STRUCTURE m r MIN. (FOIL TYPE "W7 mm WOOD STRUCTURE . 1'W MIN. (FOR TYPE "D") INTO METAL STRUCTURE M. FL #16132.1 z gal w if I I U O Ogg! zip X10$ a 961, at In z X21 �s 12- TMW-07 smimid L SEE MULUO N APPROVALS I MU LUON TYPE AND S ANCHORS PM ANCHOR SCHEDULE. SEE TYPICAL fUVAnON ON SHEET = FOR SPACING OF Q��r 3 ) OPTIONAL JAMB CONDITION 6' a F .. - . HDRTL SECT CruarnH o H- "A" SCHEDULE "B" _ ommum METAL STRUCAIRES(STEEL OR "HIERH00? GAA8 "M IM2 UAU�MBvmm HxA90 rmle ALUM. L(8' MIL THICIO FP.W 7 EMW FPM® VWW 1R.AW7YFEM1 STEEL: FT= 36 KSI MIN. OM007YPHM2 M ALVAOK94: 806345 MIN. 2a' ar" $ O m m m 25 u 3r m 70 m,: m 76 3!4' MAX SHIM lay IfIr MAX SIAM 4• IHWf SHIM IX O 2K WOOD Ix OR bt Y700b 7D v m �8y IN. OR 2a' 3r w;--m m m m m m m m m 2 �, mt@ 27' __ 9r 70 70 1G m m "jb - 70 76 To .. m 70 la m m m m as OP I m m 7 m m m 80M6' 201? m" 70 m m m L m 70 m 76 m 1 76 m m m m m 8B• ar mt� 3V 7 m m m is m m m m ANCHORS PER fd m is m m " m m m" m 73 nur 20 Vr ar ANCHORS ANCHORS PER ANCHOR m ANaroR SCHEMAL 1 SEETYPIM 70 m 6 m 7o m 70 ar m 7T SOMULE.SEE WFICCAAL SClEDUL'. SEE TYPICAL m 73 'id ' 70 70 m H m » I ss m m m m EIEVAnOY ON SHEET 7/8 ELEVATION ON SHEET W8 ELEVATION ON SHEET ' FOR SPACING FOR SPACNG ZM FOR SPACING _ 1 3 6 a 5 '� L _ 2 MGHOST STRUCTURE 1 1 I —FRAMs AVIDTH FRAME wtoTH mf moR 2 TYPICAL SECTION 1114 6"- 1 -Ir HOIZ sea SEE MULUO N APPROVALS I MU LUON TYPE AND S ANCHORS PM ANCHOR SCHEDULE. SEE TYPICAL fUVAnON ON SHEET = FOR SPACING OF Q��r 3 ) OPTIONAL JAMB CONDITION 6' a F .. - . HDRTL SECT CruarnH o H- "A" SCHEDULE "B" _ ommum tAVACnr "HIERH00? GAA8 "M IM2 UAU�MBvmm HxA90 rmle menc FP.W 7 EMW FPM® VWW 1R.AW7YFEM1 ♦ OM007YPHM2 M w 2a' ar" 70 '�o m m m 25 u 3r m 70 m,: m 76 m 72 I m m m m m ab ' ze _ ' sr 7D v m m 4r 2a' 3r w;--m m m m m m m m m 2 �, mt@ 27' __ 9r 70 70 1G m m "jb - 70 76 To .. m 70 la m m m m as OP 2P L g m m 'm >e m m m 80M6' 201? m" 70 m m m m m 70 m 76 m m 70 76 m m m m m 8B• ar mt� 3V 7 m m m is m m m m m m fd m is m m " m m m" m 73 nur 20 Vr ar 70 m m 75 '3i m m 70 m 7s 78 m 7o m 70 ar m 7T otm er m m io m 73 'id ' 70 70 m H m » m 76 ss m m m m DES dG FPAW W.-MB UMCMA= rMM1 "HIERH00? GAA8 "M IM2 91A89 TYP8 xH menc MImiHH • •m ♦ s w 2a' ar" 70 '�o m m m m m m m m� m m m m 24' m 74 m m 76, m 4r 2a' 3r w;--m m m m m m m m m m m m m m m m m m as OP 2P L g m m 'm >e m m m m m m m m _p' m m is n' .W 2Q m 'm m 78_ m m m m no m m m m m m 7G' • m � � m m m m m m m m m m 73 TO &54 F, .gal rem$ it a -I oil 2 12- TMW -07 FL #16132.1 1 (a6 I9 LTS DUAL Awe OPERATOR PARr*1 D ownw N 0-10=0 103DUALARMOPMMCQUI f AAME A77 (2 ) 91OX W PHHILUPS PH, S% UNDERW. SMS. Awe OPOWIORTRA(X ATTACH® W[TH (3) M 3ja' MUM MH, SS. SMS SCREWS. PAW ARM AnACiED WITH (3) sex 3j4' PHILLIPS PH, SS, SMS SCREWS. 23 LSHAPE SM BRACI r PART s o1TION OF-X= LSHAPBMUDRRA=LH pp OMMV LSIHAPFINDRRAC WRM 0A98L T Q �9 m OPS70776 LSHAPE $ND BRACKETSNAP ON LN - - — - .r.t OPS.14 7 LSHMSSNDSRACK63HAP OMAN 2.M.- ---- -i �-- �1.W6�1.OP4 --F•�� •1--• AnAdiM9aT NVOIORSt 10WALLED AS PER MANUFACrURWR SPECWTICATIONS. i M An FomT Looms Wm" If PART a I uEsoom ION , *2 POfb101 ImmmmPowwCaawmE kaATTACMMEHtlT ANCHORS: 'ZyL• FYRNDLE ATrACHW WTM 010.24 x Ir Plr, PMXLVS amr- O -Pow M5 TEKS SCREW. LOOM STwm ATTACHED WITH a10 s UOJERC)T PH]PS O. 84CWT. SS SC 21 MAGNUM MWGES 3000 SEw ' OFFSET a-BM PROWCRON HINGE ATTA4HM@2 ANCHORS: 3) f10X 3jr ROMPS PH, SS. SeS AnACHED TO THE TOP OF THE VENT HEAD AND (5) 010 x W FHULIPS Pf1, SS, M SCREWS $8 Q IP J J O .! P Ny ig �D.eoo� n z It •�-- FRAMESMIEEERRECRVERATTACiOWPM (2)a10x 9j• oO/WiMO h LONG FH, PHIUlPS, UNDM=, H -POINT. SMS MEWS. 12- TMW-07 O FRAME SNUMER DRNERAnACHED WHIM (Y) tiox §6• ° I 1 LwG PH, MUM, UNDERCUT, S -POW, sMS LOL. $MUM ws E 0.435 r _�T 22 i150 -3$1 FL #16132.1 A d ,Tf N O QQQ��7LLL � 3=1 Qwd= &%SH RAN Z SASH dI d o 1� 32011 NOTE: EXTRUSIONS NOTTO SCALE. S (2) Pm lMHCDPMR0V(2 .00 AUOUMM SHWT emom SiJRVACES 0.575-} EXPOM SURfom 0130 Iffiffi �' F O MO ALUNIMOA NEU FL #16132.1 114 S Mal 0 �Y 0 o z 12_TMW -07 M SEAM SEAL MAY HAVE TO BE REAPPUED IN THE REED BEFORE INSTAIJATRO1 OF %MNDOW, INSPECTALLIOINTS TO ENSURE A FROPER SEAL SEAL �I geld vim a w ce z o$ z� � 1 12-TMW-07 FL #16132.1 0 M SAM MIAMI -DADE COUNTY, FLORIDA ,go WTRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinecode T.M. Window & Door LLC 601 N.W. 12" Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hurricane Zone. DESCRIPTION: Series ' di si�viittg �,uminum Casethcitt-' Wi idow — L.M(.L APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 7 of 7, dated 04/14/06 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 0614.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 9$-0506.1 }} i Expiration Date: May -fit; 201.3 Approval Date: June 05, 2008 Page 1 T.NL Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 7 of 7, titled "Series 515 Outswing Aluminum Casement Window (L.M.I.) ", dated 04/14/06 with revision B dated 01/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) -)jVOz 'Z Manue ere Product Control Exa ine NOA No. 08-0 1 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 E -1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770, dated 3/30/01, signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA# 01- 1129.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 01/26/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex MG Clear or colored interlayer" dated 05/04/06, expiring on 05/21A 1. 3. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols -- Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. 4. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety - Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of conformance, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Hurricane Test Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0614.03, issued to T.M. Window and Door for their Series "515" Aluminum Outswing Casement Window - LM Impact, appr on 11/08/06 and expiring on 05/01/08. 'Z Manael Pe E. Product Control xa er NOA No. o .11 Expiration Date: May 01, 2013 Approval Date: June 05, 2008 E -2 suFF� SNUB (2) FOR WVW. W. UPTO 48- (3) FOR WOW. W. UPTO 72' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHAR75 SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURWANE ZONE (HWa). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO RAW MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAMMS CONTACT WpGR 9M RLMA TTO RW S M RT RNEQ W OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 30' PG. WIDTH II , II , „ , i.- WINDOW WIDTH n 1 HINGE r• II VENT WIDTH VENT WIDTH q, II C \ II \ 11 D.L M. WIDTH •�` 1u A II \ II \ B II STRUCTURES FIA \ ii 8 Ll 4 3/8- ggMAX L HEAD .ORNERS SILL SINGLE VENT WDW. „ , i.- CORNEf� SILL DUAL VENT WOW. D L OPENINGS OLD HT. - WDW. HT - 7S' DLO W. SINGE VEMj - WDW. W - 7' DLO W. DUAL VEIN) WDW. W/2 - 6.128- ITT HINGES AT SASH FOR WDW. HT. UPTO 48' FOR WDW. M. UPTO 72' (2 FOR WOW. Hr. UPTO 48' `(3 FOR WDW. HT. UPTO 7Y Z cyO a n a s la;i c g I n b v U � O � �za WINDOW WIDTH 35- M. 1 HINGE LAMINATED GLASS VENT WIDTH VENT WIDTH E 30' 30- D.L CPO. WIDTH D.L M. WIDTH •�` A STRUCTURES FIA Pft witbamF ii 8 CAN. N // y � p� drawing na JAN 2 6 2008 W06 -30 u n a 4/ _ - -II 11 7_ -- \ I1 \\ ❑ , it II / 11 \ II / 11 11 •i � \ 4- MAx 143/8' MAX 8- LOCKS AT sASH CORNEf� SILL DUAL VENT WOW. D L OPENINGS OLD HT. - WDW. HT - 7S' DLO W. SINGE VEMj - WDW. W - 7' DLO W. DUAL VEIN) WDW. W/2 - 6.128- ITT HINGES AT SASH FOR WDW. HT. UPTO 48' FOR WDW. M. UPTO 72' (2 FOR WOW. Hr. UPTO 48' `(3 FOR WDW. HT. UPTO 7Y Z cyO a n a s la;i c g I n b v U � O � �za LAMINATED GLASS LARGE MISSILE IMPACT •�` STRUCTURES FIA Pft witbamF ii 8 CAN. N // y � p� drawing na JAN 2 6 2008 W06 -30 DESIGN LOAD CAPACITY - PSF FOR (LIX) 9PLE.4 ItII�ID014 DM. GLASS TYPFS 'A' & 'C' GLA86 TYPES 'B', 'D' & 'E' wID7H HFJGM FJit.( +) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). HUMAYODN gig PBADUCFREvism FM PE 18667 0=MptftWM fhl Fkdb CAN. �62008 t �v - • DESIGN LOAD CAPACITY - PSF FOR ( %) SIZBE 48• (2) 82.p 82A BOA 80A 82.0 82.0 WINDOW DAB. GIiBB TYPES 'A' & 'C' GLASS TYPES 'H', 'D' & 'P.' 82.0 80.0 80A 820 820 80.0 80.0 z �$ n O ? Qr <r� O�W0. a tnDTFt HH]GHtf t7ff.( +) iM.( -) E%f.( +) iM.( -) 80.0 �.0 820 820 80.0 80.0 82.0 19 -1 1B' 28 -1/2' 37' 26* ) 82A 82.0 80.0 80.0 82o Boo eao �0 820 80.0 80.0 82A 82A 80.0 80.0 82.0 820 80.0 80.0 82A 820 80.0 B0.0 �.0 80.0 820 82A 19 -1/8' 28 -1/2' 37" �3 /Y (� 820 820 80.0 W.0 489 489 48.6 489 28-1/Y 3Y 53 -1/8' 74' 824 82.0 80.0 80.0 8D.0 820 820 BS.4 Bg.4 4S.S 820 BZA 80A 80.0 327 327 327 24' 38' 48' 80' 72' 19 -1/8' 28 -1/2' 3r 30 -5 /8' (4) 820 82.0 80.0 80.0 820 80.0 80.0 82.0 820 82A 824 80A 80A 80.0 80.0 82.0 820 62.0 62.0 eoA eao 82.0 820 80.0 80.0 820 82.0 19 -1/8' 28 -t /2' 3r � 82A 82.0 BOA 80.0 820 820 80A 80.0 820 82.0 82.0 B0.0 80A �. (4) 82.0 82.0 80.0 62.6 62A BOA 80.6 WA 820 820 80.0 19 -1/8• 28-1/Y 74 -t /4' (8) 820 82A 80.0 80.0 820 80.0 BOA 24' 38' 48' 80' 7Y �. (g) 82.0 820 820 820 80.0 80.0 BOA B6.0 820 820 u' m $ v G!y 3N W O 3za m m °a 30' 74- 1/4'(8 82A 820 80.0 80.0 58.0 SBA 24' 36' 48' 80' 72' �, (5) 82.0 is" 24• 30" 38' 24' (2) 820 82A BOA 80.0 BOA 820 820 75.2 75.2 82.0 82A BOA 80.0 30.1 50.1 50.1 50.1 24' 38' 4B' �• 72' �, (g) 820 820 BOA 80.0 82.0 820 872 87S 820 82A 80A 80.0 40.3 40.3 40.3 40.3 18' 24' 90" 38' �. (3) 82A 820 80.0 BOA 8TA 6TA 80.0 80.0 82A 82.0 80.0 80.0 82.0 82A 80.0 80.0 18' 24' 36' �. (4) 820 82.0 80.0 80.0 620 82.0 80.0 80.0 820 BZA 80.0 80.0 820 820 80.0 80.0 18' za• 30' 38" �, (5) 82.0 820 80.0 80.0 ego ego eao Boa 82.0 620 80.0 80.0 O O a 62.0 820 80.0 80.0 18' 24' 30' 36' �, (g) 820 820 BOA 80.0 820 82A BOA BOA 820 MA 80.0 80.0 s2o s2A 80.0 Sao iB' 24' 30' 38' 72' (e) 820 820 80.0 80.0 820 620 80.0 �.0 ezA s2.o BOA 60.0 82A 820 80.0 80.0 o d ? 37' 72' (8) 820 62.0 80. () NO. OF ANCHORS PER AAtdB �<m 11 3 y .3 drawing no. W06 -30 () NO. OF ANCHORS PER JAMB sheet 2 of 7 DESIGN LOAD CAPACITY - PSF FOR (LIX) 9PLE.4 ItII�ID014 DM. GLASS TYPFS 'A' & 'C' GLA86 TYPES 'B', 'D' & 'E' wID7H HFJGM FJit.( +) 1M.( -) EXt.( +) MT.(-) 28 -1/2' 37' 53 -1/8' 74' 48• (2) 82.p 82A BOA 80A 82.0 82.0 80.0 so-- 0A 820 82.0 80.0 80A 820 820 80.0 80.0 T8-1/Y '� 53 -1/8' 74' J8 -3/8' (� 820 82.0 80.0 86.0 820 820 80.0 �.0 820 820 80.0 80.0 82.0 620 80.0 80.0 ze-t /Y 3!' S3 -t/8' 74' SO -S /8" (4) 620 82o Boo eao �0 820 80.0 80.0 82.0 82.0 80.0 80.0 82.0 820 80.0 80.0 28 -1/2' 3Y S3 -t /g' 74' B3• (S) 82.0 82.0 �.0 80.0 820 82A 80.0 80.0 820 62.0 87.9 87.9 489 489 48.6 489 28-1/Y 3Y 53 -1/8' 74' �• (8) 620 820 80.0 8D.0 820 820 BS.4 Bg.4 4S.S 4S.S 4S8 4S.S 327 327 327 327 24' 38' 48' 80' 72' 24, (T) 820 BZ.O 80.0 80.0 62.0 820 80.0 80.0 82.0 820 B0.0 80.0 82.0 82.0 80.0 80.0 82.0 820 80.0 80.0 24' 38' 48 60' 72' �. (� 82.0 820 80.0 80.0 820 82.0 BO.O 80.0 62A 820 80.0 80.0 820 820 80A 80.0 820 820 BOA 80.0 24' 36' 48' 60• 72' �. (4) 82.0 82.0 80.0 BOA 820 820 80A WA 820 820 80.0 B0.0 82.0 820 80.0 80.0 62.0 820 80.0 BOA 24' 38' 48' 80' 7Y �. (g) 82.0 820 80.0 80A 820 82.0 BOA B6.0 820 820 80.0 BD.O 82.0 820 89.8 89.8 SBA 38.0 58.0 SBA 24' 36' 48' 80' 72' �, (5) 82.0 820 BOA BOA 0 80.0 DESIGN LOAD CAPACITY - PSF FOR (LIX) 9PLE.4 ItII�ID014 DM. GLASS TYPFS 'A' & 'C' GLA86 TYPES 'B', 'D' & 'E' wID7H HFJGM FJit.( +) 1M.( -) EXt.( +) MT.(-) 28 -1/2' 37' 53 -1/8' 74' 48• (2) 82.p 82A BOA 80A 82.0 82.0 80.0 so-- 0A 820 82.0 80.0 80A 820 820 80.0 80.0 T8-1/Y '� 53 -1/8' 74' J8 -3/8' (� 820 82.0 80.0 86.0 820 820 80.0 �.0 820 820 80.0 80.0 82.0 620 80.0 80.0 ze-t /Y 3!' S3 -t/8' 74' SO -S /8" (4) 620 82o Boo eao �0 820 80.0 80.0 82.0 82.0 80.0 80.0 82.0 820 80.0 80.0 28 -1/2' 3Y S3 -t /g' 74' B3• (S) 82.0 82.0 �.0 80.0 820 82A 80.0 80.0 820 62.0 87.9 87.9 489 489 48.6 489 28-1/Y 3Y 53 -1/8' 74' �• (8) 620 820 80.0 8D.0 820 820 BS.4 Bg.4 4S.S 4S.S 4S8 4S.S 327 327 327 327 24' 38' 48' 80' 72' 24, (T) 820 BZ.O 80.0 80.0 62.0 820 80.0 80.0 82.0 820 B0.0 80.0 82.0 82.0 80.0 80.0 82.0 820 80.0 80.0 24' 38' 48 60' 72' �. (� 82.0 820 80.0 80.0 820 82.0 BO.O 80.0 62A 820 80.0 80.0 820 820 80A 80.0 820 820 BOA 80.0 24' 36' 48' 60• 72' �. (4) 82.0 82.0 80.0 BOA 820 820 80A WA 820 820 80.0 B0.0 82.0 820 80.0 80.0 62.0 820 80.0 BOA 24' 38' 48' 80' 7Y �. (g) 82.0 820 80.0 80A 820 82.0 BOA B6.0 820 820 80.0 BD.O 82.0 820 89.8 89.8 SBA 38.0 58.0 SBA 24' 36' 48' 80' 72' �, (5) 82.0 820 BOA BOA 82.0 820 BOA BOA 820 820 75.2 75.2 80.2 80.2 802 80.2 30.1 50.1 50.1 50.1 24' 38' 4B' �• 72' �, (g) 820 820 BOA 80A 82.0 820 872 87S 50.4 50.4 30.4 3D.4 40.3 40.3 40.3 40.3 33.8 33.6 35.8 33.8 SILCONE SILICONE 1py"'V DOW CORNING 995 DOW CORNING 888 , TREMCO TREMGLAZE SM TFMdOD TREMGLAZE 800 3/18' ANN. GLASS 3/18' ANN. GLASS J3/ J3/ 0 3 •� .015• Ln2ETF1ANE ApFIESNE 0 800 PUM POLYESTER .070' MTERLAYER ASS STREW D CLASS .Q10' PET FILU 'SW -GLAS' POLYCAFMNATE . SAFETY MTERIAYER .018' 11RETFWNE ADN6NE IOwRESM L RESIN L SAFETY PLUS POLYESTER 3/110' ANN. CLAW Q 311C ANN. GLASS 8' ANN. GLASS 3/18' HEAT STREN'D GLASS Q 3 g€ wcoNE SILICONE g a YER 7t Y3� TREMCO TREMGLXZZE 500 3 TREMCO TREMGLAZE 300 REIRA TREMGLM 800 T�CCD TRETREIGLAZE 500 O a m F3 4 II °° 4 0 1 GLASS TYPE 'A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' IX o in Z A swcoNE al GE RGS"OO s Q V AM. 9' GLASS is 3/1 090' MIERLAYER z 3 °O SAFLEX MG BY SOLUTIA 0 3/19• ANN. GLASS m d SILICONE 7 GE RGMOO m It n i t. It C i. II C g� tl 8 GLASS TYPE 'E' o e1 Tn a c GLAZING OPTIONS R. H W /YOUN FAR000 Psomcr 1� •, 3 mmsw CAN.! r bgwa Mefbdb 3 g' mdft m $l Pmt dra+dng no. N 8 5 2008 W06 -30 sheet 3 � 7 TYPICAL . SEE ELEV. FOR COUNTY APPROVED MULLION ANCHORS SEE WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ' FOR SPACING Ile TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY $14 SMS OR SELF DRILLING IN SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .125') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 1/2' MN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. STRUCTURM CAN." �v to 2 al o $� w C C) 4mi 0 �Z� m m^ O gn O Lj a QQ U C7Nm iv �c°fla° -'- I i ero oac� I� W06 30 o. CONCEALED HINGE OPTION IAN 2 b 2D08 �4$L 1/4- WX 1/4- SHIM SHIM 14 TYPICAL TYPICAL ANCHORS SEE FOR SPACING SEE M& 9 @ 0 16 &A 2BY wow' OR NOOD SINGIE VENT WINDOWS Ow KME OFnON) li� 1/4- SHU MIAMI—OADE COUNTY SHIM MAX. APPR.D MULUON 4 SM SEPARATE MCA 7YPtCAL ANCHORS SEE SPACWG SEE ELEV TfPtCAL ANCHORS 10 FOR 6 le SEE ELEV. FOR SPACING -- ------- -- 2BY VAM OR WOOD WOOD Bucics. EXTERIOR M, M VONDOW warN WINDOW vam W. 111C MAIX. SINGLE VENT WINDOWS (COMMA= mNGE OFFION) T © T����� u u SHIM 1/4- UAL MY smm wow w= ;. ANCHORS a&. MR SPACWG a� �:, - - ^, ��y � � � "��i y_� icy � _� ��� ► •�/ �I���/ STRUCTM PROW= REVIND vw yam YM Imm WINDOW wm L_TMCAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS VENT YPIDTH t8 8 D•L OPG. EXTERIOR t8 8 D•L OPG. EXTERIOR tttNDDtq 2.000 .500 1.373 0 1 m 2.725 ,t .082 1.B.R5 4 r 273 1y €3 1 FRAME as a� 1.689 '—.063 0 2.241 B31 zu .831 c i.. I II � 1.224- - M 2 VENT L 4 E3 1.162 Q = J � T W .045— soo ���.oez z .545 o o $a� GLAZING BEAD GLAZING TUBE d0d 3.848 Y 1.398 .948 .082 Q 1.297 � S 1.990 > tl 8 .21 2.809 y 3.12t 3.498 ^{ m ,$,4 I d 3 IMPOST .890 1.�0 pd 1 e7e atal 1 z tz1 Epr: H a r W PRODUCT RE1rts4sD FLA. PE '90 &� 7 &000 &000 .125 '� \ e CORNER KEY CORNER KEYS t�75 r 7 IY"EIII PART / pUANTTTR DSSCRTPTLON YATSRTAL MANY. /SUPPLIBR/RSMARIiB 7 CM37S28 4 FRAME 8083 -TB - a cwJ7szs 4 vEHr 6063-Ts - 3 GWJ7S24 1 IYPOSf 6683 -TB - 4 TM14S AS RECD. GLAZING BEAD 8083 -T8 - 4A - AS RECD. GLAZING TUBE 8083^76 - S j10 % 1 -1/4' 2/ CORNER FRAYE/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 6 SW7/71J - CORNER KEY ALUMMUM - 7 - CORNER KEY (J X 1X.082' CHEVRON) ALUMINUM - 9 - CORNER KEY (J % 11/16 X .062' CHEVRON) ALtR1MW - 9 - - CORNER KEY (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM - 10 2230 AS RECD. FRAME &VENT W'TRIPPING FINSEN. - 11 GWJ7521 AS RECD. BUTT HINGE INTERIOR (FASTENED W/ (3) f10 X 3/8' PH SMS) ALUMINUM - 12 G1T37322 AS RECD. BUTT HOVCsE EXTERIOR (FASTENED W/ (2) X10 X 3/8' PH SITS) AUAi1NUY - 13 23 -85-32 - ROTC OPERATOR (FASTENED W/ (4} /f0 X 3/8' PH SMS) - TRUTH 14 24 -11 -J2 AS RECD. LEVER TYPE CAM LOCK (FASTENED 18/ (2) /10 X 3/8' PH SMS) - - iS 21089 - STPoKE KEEPER (FASTENED W/ (4) j8 X 1/Y TH SMS) - TRUTH 18 J023B AS RECD. KEEPER (FASTENED W/ (2) X10 X 3/8' PH SMS) 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (Z) X10 X 3/8' PH SYS) ST. STEEL AT SASH TOP 8 BOTTOM 18 SB�1 /SB002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) (IB X 1/Y HDI H SD SCREWS) 2910 AT HINGE RAIL 19 - 2.000 .500 1.373 0 1 m 2.725 ,t .082 1.B.R5 4 r 273 1y €3 1 FRAME as a� 1.689 '—.063 0 2.241 B31 zu .831 c i.. I II � 1.224- - M 2 VENT L 4 E3 1.162 Q = J � T W .045— soo ���.oez z .545 o o $a� GLAZING BEAD GLAZING TUBE d0d 3.848 Y 1.398 .948 .082 Q 1.297 � S 1.990 > tl 8 .21 2.809 y 3.12t 3.498 ^{ m ,$,4 I d 3 IMPOST .890 1.�0 pd 1 e7e atal 1 z tz1 Epr: H a r W PRODUCT RE1rts4sD FLA. PE '90 &� 7 &000 &000 .125 '� \ e CORNER KEY CORNER KEYS t�75 r 7 IY"EIII PART / pUANTTTR DSSCRTPTLON YATSRTAL MANY. /SUPPLIBR/RSMARIiB 7 CM37S28 4 FRAME 8083 -TB - a cwJ7szs 4 vEHr 6063-Ts - 3 GWJ7S24 1 IYPOSf 6683 -TB - 4 TM14S AS RECD. GLAZING BEAD 8083 -T8 - 4A - AS RECD. GLAZING TUBE 8083^76 - S j10 % 1 -1/4' 2/ CORNER FRAYE/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 6 SW7/71J - CORNER KEY ALUMMUM - 7 - CORNER KEY (J X 1X.082' CHEVRON) ALUMINUM - 9 - CORNER KEY (J % 11/16 X .062' CHEVRON) ALtR1MW - 9 - - CORNER KEY (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM - 10 2230 AS RECD. FRAME &VENT W'TRIPPING FINSEN. - 11 GWJ7521 AS RECD. BUTT HINGE INTERIOR (FASTENED W/ (3) f10 X 3/8' PH SMS) ALUMINUM - 12 G1T37322 AS RECD. BUTT HOVCsE EXTERIOR (FASTENED W/ (2) X10 X 3/8' PH SITS) AUAi1NUY - 13 23 -85-32 - ROTC OPERATOR (FASTENED W/ (4} /f0 X 3/8' PH SMS) - TRUTH 14 24 -11 -J2 AS RECD. LEVER TYPE CAM LOCK (FASTENED 18/ (2) /10 X 3/8' PH SMS) - - iS 21089 - STPoKE KEEPER (FASTENED W/ (4) j8 X 1/Y TH SMS) - TRUTH 18 J023B AS RECD. KEEPER (FASTENED W/ (2) X10 X 3/8' PH SMS) 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (Z) X10 X 3/8' PH SYS) ST. STEEL AT SASH TOP 8 BOTTOM 18 SB�1 /SB002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) (IB X 1/Y HDI H SD SCREWS) 2910 AT f MIAMI -DADE COUNTY, FLORIDA M ®OW METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www•buildingcodeonime.com T. M. Window and Door 601 N. W. 12a' Ave Pompano Beach, Florida, 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 Hurricane Zone Window I3M % DESCRIPTION: Series 1�15 "A�I�t�3utsw� Casement �n act g Aluminum - „ 1 through APPROVAL DOCUMENT: Drawing No. W06 30, titled "S eries 515 Casement window", 5 of 5, prepared by Al- Farooq Corporation, dated 04 -14-06 and last revised on Oct . 12, 2006, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 01- 1129.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOANb"14.93_! o , Expiration Date: Aa Ol, 2008 Approval Date: November 08, 2006 Page 1 r T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SXJB1 ff-rM E. STATEMENTS (transferred from file # 01- 1129.03) 1. Letter of conformance and "No financial interest, dated 10-12 -2006 signed. & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Robleto. F. OTHER 1. This NOA revises NOA # 01- 1129.03, expiring 05-01 -2008 Is q I. Chanda, P. E. Product Control Examiner NOA No 06- 0614.03 Expiration Date: May 01, 2008 Approval Date: November 08, 2006 E -2 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -30, titled "Series 515 Aluminum Casement window ",1 through 5 of 11, prepared by AI- Farooq Corporation, dated 04 -14-06 and last revised on Oct. 12, 2006, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (transferred from file # 01- 1129.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & FTL- 2587(00006), dated 6/13/01 and 0404 -00, signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 0412 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09 -2402, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification, prepared by Al- Farooq Corporation dated 05- 31 -06, complying w/ FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Glazing complies w/ ASTME- 1300-98 & -02 D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12116/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam N.G.I dba Nebula Glass Int'1 for " Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solana Interlayers ", expiring on 03/04/09. Ishaq I. Chanda, P. E. Product Control Examiner NOA No 06- 0614.03 Expiration Date: May 01, 2008 Approval Date: November 08, 2006 E -1 37- 72 1/4- W G= willim Av WIDTH 38- TWIDTH 35- 38- VENT WIDTH �- VENT W IDTH Sl! ALSE !A INTIAIS PG. WIDTH 8- i 3.L OPG. WIDTH D.L. OPG. WITH Ii 13PTIONAL II ((^ I CORNERS 14 SILL THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOUIED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO HE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLAI -DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HW 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMOMMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERWS INMUDING BUT NOT LANDED TO STEEL/YETAL SCREWS. THAT COME BITO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.11.4. I a WOW. HEIGHT 4- MAX / n / 14 MAX. 8- HEAD /5ILL 38-3 8 HEAD n CORNERS SILL II it O u u c \ \ ii \ II _= In 1 II \ u \ u \ u \ .J B II \ p \ / 14 SILL THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOUIED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO HE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLAI -DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HW 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMOMMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERWS INMUDING BUT NOT LANDED TO STEEL/YETAL SCREWS. THAT COME BITO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.11.4. D.I - QE MMGS DLO HT. - WOW. HT - 7.8- DLO W. (SINGLE VENT) - WOW. W - 7- DLO W. (OVAL VENT m WOW. W/2 - 8.128- DIAL VENT WDW. m6� QYWCTLI := eii lie Pkrhb =�J� -WB Usii �LA�MINATED GLASS LARGE MISSILE IMPACT Z 4 cy a� J 1 Q M �4 Q U �2? � C ZOZ Ho drawing no. W06 -30 I NO. OF WOW. HEIGHT 4- MAX LOCKS 14 MAX. 8- HEAD /5ILL 38-3 8 HEAD 2 CORNERS SILL II it it 1 II \ u \ .J p \ / u u D.I - QE MMGS DLO HT. - WOW. HT - 7.8- DLO W. (SINGLE VENT) - WOW. W - 7- DLO W. (OVAL VENT m WOW. W/2 - 8.128- DIAL VENT WDW. m6� QYWCTLI := eii lie Pkrhb =�J� -WB Usii �LA�MINATED GLASS LARGE MISSILE IMPACT Z 4 cy a� J 1 Q M �4 Q U �2? � C ZOZ Ho drawing no. W06 -30 I NO. OF WOW. HEIGHT 4- MAX LOCKS 14 MAX. 8- HEAD /5ILL 38-3 8 HEAD 2 CORNERS SILL D.I - QE MMGS DLO HT. - WOW. HT - 7.8- DLO W. (SINGLE VENT) - WOW. W - 7- DLO W. (OVAL VENT m WOW. W/2 - 8.128- DIAL VENT WDW. m6� QYWCTLI := eii lie Pkrhb =�J� -WB Usii �LA�MINATED GLASS LARGE MISSILE IMPACT Z 4 cy a� J 1 Q M �4 Q U �2? � C ZOZ Ho drawing no. W06 -30 NO. OF NO. OF WOW. HEIGHT HINGES LOCKS UPfO i i AT SASH AT SASH 38-3 8 2 2 72- 3 3 D.I - QE MMGS DLO HT. - WOW. HT - 7.8- DLO W. (SINGLE VENT) - WOW. W - 7- DLO W. (OVAL VENT m WOW. W/2 - 8.128- DIAL VENT WDW. m6� QYWCTLI := eii lie Pkrhb =�J� -WB Usii �LA�MINATED GLASS LARGE MISSILE IMPACT Z 4 cy a� J 1 Q M �4 Q U �2? � C ZOZ Ho drawing no. W06 -30 DESIGN LOAD CAPACYPY - P9F FOR (�) EPL24 AINDOH D1Td8. CLASS TYPE 'A' & 'C' Guns TYPE '8' & b' VIDTFI HLTGM E%G( +) DOW CORNING 998 SILICONE 995 TREMCO TREMGLAZE TREMCO TREMGIA 800 3/18' ANN. GLASS 3/18' ANN. G1A55 080' INTERLAYER .01Y URETHANE ADHESIVE SAFETY PLUS POLYESTER .010' PET fitAt .070• INTERLAYER 'SAF -GLA4' POLYCARSONATE SAFETY PLUS POLYESTER A15' URETHANE ADHESVE 3/18• ANN. GLASS 3/18• ANN. GLASS SILICONE SWCONE z DOW CORNING 995 E m DOW CORNING 995 TREMCO TREYGIAZE 500 3 F2 TREMCO TFOAG AZE 500 I I m t$'yi I I t n I' tl 4 GLASS TYPE 'A' GLASS TYPE DOW CORNING 995 5� 4TR NG 993 00 3/18' ANN. GIA55 TREN D GLASS 120' INTERLAYER 'ERLATER UVEKOL -LIO RESIN L10 RISOd 3/18° ANN. GLA55 18' HEAT SRtEN'D GLASSY � CO�ANC 995 TRREEAICO T�REGMG9IA9 E 500 TREIdCO TREMGLAZE 500 CTREVISE0 GLASS TYPE 'C' GLASS TYPE 'D GLAZING OPTIONS I�tit Eogr' DRSTRUCTURES hU.PE d 18657 NOTE: Y938 GLASS CAPACITIES ON THIS SHEET ARE BASED ON A. ASTM E1300 -98 (80 SEC. WIND) 8: ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. O! 0 ci g� C tt s Q Q Q d! ��pmIp44-�j_ Qei2�tl gg g¢�� 24 i33 A. li D1+ffiGN LOAD CAPACITY - PSP FOR (B) 912fS 28• (2) 820 820 89.0 80.0 Bzo eaA SDVDOE DIMS. GLASS TYPE & 'C' G1A8B TYPE 'B' & b' sz.o sao eo.o ez.o BTA Sao Boo YIID711 H[IdR EXf ( +) 1M( -) EXL(+) 1M.( -) 82.0 82.0 80.0 80.0 82.0 82.0 80.0 19 -1 /B' 26-11r y7• (2) � 82.0 ez.o 82A 820 s2o 82o BO.O Boo eao 80.0 woo Bo.o �g /g• (4) 82.0 620 80.0 �.0 820 820 80.0 80.0 820 82.0 80.0 �.0 820 820 18 -1/B• 28 -1/2• 3Y 35-3/8- 820 82A 82A 820 820 820 80A Bf10 Bob 80.0 80.0 80A 80.0 �.0 820 820 80.0 80.0 820 820 879 87.9 48.8 48.8 .48.8 48.8 28 -1/2• 37° 53 -1 /8• 74• 18 -1/8• 28 -1/2• 37' �S� 82.0 82A 820 82.0 820 82.0 BOA 80A 60.0 80.0 BOA 80.0 820 68.4 85.4 4S.S 45.8 4SS 48.8 32.7 327 327 327 24' 38° 48' �' n' 24, (2) 820 820 19 -1/B' 28 -1 /a• 3Y � 82.0 820 820 820 820 820 BOA 80A 80.0 �.0 80.0 80.0 82A 82.0 80.0 80A 62.0 820 80.0 80.0 820 820 80.0 60.0 24' 38' 48• so• n• 19 -1/8' 28 -1/2• 74-.1/4• (8) 820 820 820 820 80.0 �.0 80A 80.0 820 80.0 80.0 820 82.0 80.0 80.0 sz.o 62o woo Bo.o 30' 74- 1/4•(6 820 82.0 �A B0.0 e2o B2o eao Bo.9 820 v ZDZ Q n v� * $ M Ci l� U N m ZZ Z a a 2 d 1B° 24' 30' 38' 24' (2) 820 820 820 62A 820 820 82.0 82.0 80.0 60.0 80.0 89.0 60.0 80.0 80.0 BOA 820 80.0 80.0 s2o ez.o BD.o Bo.o 24' 38' 48' 80° n' �• (g) BZA 820 80.0 80.0 30' 38' (8) 80.0 80.0 82.0 620 18° 24' 30' 38' �, (3) BZA 820 820 820 82.0 820 82.0 82.0 80.0 BOA 80A 86.0 80.0 80.0 80.0 80.0 80.0 80.0 820 820 80A B0.0 3Y n° (8) 820 62.0 80.0 �.0 Bao e9.o 820 82.0 75.2 7S.Z 80.2 18' T4' 30' 38' �. (4) 82.0 82A 820 82A 620 820 820 820 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.1 24' 38° 48' so" n• 72, (g) 620 820 80.0 80.0 82.0 82A 87.2 87.2 60.4 50.4 50.4 50.4 4oa eo.y 40.3 4oa 18' 24' yo• 3s• �. (s) 82A 82.0 sT.o ezo 620 820 s2o ego 80.0 80.0 sao Bo.o 80.0 80.0 ea9 eo.9 o O 1B• 24' 30' 38• (g) 820 82A 620 82.0 82o 820 820 820 BOA 80.0 80.0 89A �A 80.0 80.0 B0.0 18' 24° 7Y 820 820 BZA 82A 80.0 BOA 80.0 80. m () ° NO. OF ANCHORS PER JAMB S� d •� 3 b () ° NO. OF ANA PER JAMB drawing no. W0$ -30 Sheet 2 of 8 DESIGN LOAD CAPACYPY - P9F FOR (�) EPL24 AINDOH D1Td8. CLASS TYPE 'A' & 'C' Guns TYPE '8' & b' VIDTFI HLTGM E%G( +) iM.( -) l9fL( +) 1M.( -) 28-1/Y yY sy -1 /e• 7a• 28• (2) 820 820 89.0 80.0 Bzo eaA eo.o eao szo sz.o sao eo.o ez.o BTA Sao Boo 28 -1/2• 3Y Sy -1/B' 74' 38 -3/8• (3) 820 82A BOA B0.0 82.0 82.0 80.0 80.0 82.0 82.0 80.0 �.0 82.0 82.0 80.0 80.0 28 -1/2' 3Y 53 -1 /B' 74' �g /g• (4) 82.0 620 80.0 �.0 820 820 80.0 80.0 820 82.0 80.0 �.0 820 820 80.0 80.0 26 -1/2' yY 53 - / /B• 74' Sr (S) 82.0 820 80.0 �.0 820 820 80.0 80.0 820 820 879 87.9 48.8 48.8 .48.8 48.8 28 -1/2• 37° 53 -1 /8• 74• n• (6) 82.0 82.0 80.0 80.0 82.0 820 68.4 85.4 4S.S 45.8 4SS 48.8 32.7 327 327 327 24' 38° 48' �' n' 24, (2) 820 820 80.0 80.0 82.0 620 80.0 80.0 82A 82.0 80.0 80A 62.0 820 80.0 80.0 820 820 80.0 60.0 24' 38' 48• so• n• �, (3) 820 620 80.0 80.0 82A 820 80.0 80.0 820 82.0 80.0 80.0 sz.o 62o woo Bo.o s2o s2o eo.o Bao za• 38• 48' 80' n• �, (q) e2o B2o eao Bo.9 820 620 BO.O 80.0 820 820 BOA 80.0 820 820 80.0 80.0 s2o ez.o BD.o Bo.o 24' 38' 48' 80° n' �• (g) BZA 820 80.0 80.0 30' 38' (8) 80.0 80.0 82.0 620 80A 80.0 820 0 820 82A 80.0 80.0 820 820 80A B0.0 3Y n° (8) 820 62.0 80.0 �.0 DESIGN LOAD CAPACYPY - P9F FOR (�) EPL24 AINDOH D1Td8. CLASS TYPE 'A' & 'C' Guns TYPE '8' & b' VIDTFI HLTGM E%G( +) iM.( -) l9fL( +) 1M.( -) 28-1/Y yY sy -1 /e• 7a• 28• (2) 820 820 89.0 80.0 Bzo eaA eo.o eao szo sz.o sao eo.o ez.o BTA Sao Boo 28 -1/2• 3Y Sy -1/B' 74' 38 -3/8• (3) 820 82A BOA B0.0 82.0 82.0 80.0 80.0 82.0 82.0 80.0 �.0 82.0 82.0 80.0 80.0 28 -1/2' 3Y 53 -1 /B' 74' �g /g• (4) 82.0 620 80.0 �.0 820 820 80.0 80.0 820 82.0 80.0 �.0 820 820 80.0 80.0 26 -1/2' yY 53 - / /B• 74' Sr (S) 82.0 820 80.0 �.0 820 820 80.0 80.0 820 820 879 87.9 48.8 48.8 .48.8 48.8 28 -1/2• 37° 53 -1 /8• 74• n• (6) 82.0 82.0 80.0 80.0 82.0 820 68.4 85.4 4S.S 45.8 4SS 48.8 32.7 327 327 327 24' 38° 48' �' n' 24, (2) 820 820 80.0 80.0 82.0 620 80.0 80.0 82A 82.0 80.0 80A 62.0 820 80.0 80.0 820 820 80.0 60.0 24' 38' 48• so• n• �, (3) 820 620 80.0 80.0 82A 820 80.0 80.0 820 82.0 80.0 80.0 sz.o 62o woo Bo.o s2o s2o eo.o Bao za• 38• 48' 80' n• �, (q) e2o B2o eao Bo.9 820 620 BO.O 80.0 820 820 BOA 80.0 820 820 80.0 80.0 s2o ez.o BD.o Bo.o 24' 38' 48' 80° n' �• (g) BZA 820 80.0 80.0 82.0 820 80.0 80.0 82.0 620 80A 80.0 820 620 88.8 89.8 58.0 98.0 58.0 58.0 T4' ss' �' 80° n' �, (S) 820 820 80.0 BD.O ego 62o Bao e9.o 820 82.0 75.2 7S.Z 80.2 80.2 80.2 80.2 80.1 50.1 80.1 80.1 24' 38° 48' so" n• 72, (g) 620 820 80.0 80.0 82.0 82A 87.2 87.2 60.4 50.4 50.4 50.4 4oa eo.y 40.3 4oa Sae sas 33.8 33.s TYPICAL SEE ELEV. FOR IYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEY. FOR SPACING X14' TAPCONS INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -318" MIN. PENETRATION INTO WOOD THRU 13Y BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SELF DRILLING INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .125' (NO SHIM SPACE) TYPICAL EDGE_ DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 1 I �perrewer 146v Z 9 a �a 8a �C0 C 4 O == V $ p ^m to 'L drawing n0. W06 -30 7MCAL ANCHORS PART 0 QUANTITY DTION MATS' I MANN'. /S-/R- I !� OW37528 4 FRAME 8083 -78 - M GW37526 4 VENT 60631-76 GW37524 1 IMPOST 8083 -TB Q TM145 AS ROM GLAZING BEAD 8083 -76 �'. 0 X 1 -1/4' 2/ CORNER FRAM EAW ASSEMBLY SCREWS 8T. STEEL PH � SW27713 - CORNER KEY ALUMINUM A - - CORNER KEY (3 X 1 X .082' CHEVRON) ALUMINUM - LLY - - CORNER KEY (3 X 11/18 X OBY CHEVRON) ALUMINUM - - - CORNER KEY (3 X 1 -3/8' X .041' 04EV ON) ALUYINW - n 2230 AS REOD. FRAME & VENT W'IRMPING F'SEAI. - OW3T521 AS REDO. BUTT HINGE INTERIOR (FASTENED W/ (3) 010 X 318' PH SMS) ALUMINUM - a Q GW37522 AS REOD. BUTT NNW EXTERIOR (FASTENED W/ (2) 010 X 3/8' PH SINS) ALUMINUM - W 23 -85 -32 - ROM OPERATOR (FASTENED W/ (4),010 X 3/8' PH SMS) - TRUTH Q: 24 -11 -32 AS REOD. LEVER TYPE CAM LOCK (FASTENED W/ (2) 010 % 3/8' PH SMS) - - 21089 - STROKE KEEPER (FASTENED W/ (4) 08 X 1/2' 71i 5115) - TRU7N y 30238 - KEEPER SINGLE VENT WINDOWS piStlBLT FAWIISM RaswY—r/irfY IR 28Y ��1M1BiwM�u� .�eee/ErT.o6�aLly+c� BUCKS aM~d lb L ANCHORS �yyW LEV. FOR SPACING p I O �aU f 30: n Z"� C ZOZ v. SZa m w (L ,rowing no. W06 -30 FRAME VENT ,.192 .548 Std 45 .595 } GLAZING BEAD 1.978 290 1.978 .128 CORNER KEY r� e i F-�;4Z tall r: z Oga�8 � "mom C M U � z g ^o � �z0 8 � � 8 drawing no. W06 -30 M IAM 'DAM MIAMI -DADE COUNTY WHO PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldaae.nera T. M. Windows LLC 601 NW 120' Ave. 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Hurricane Zone. DESCRIPTION: Seri " 5 Aluminum Horizontal- Rolling Window = I1.NLi. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets I through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. 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. T PAWATION 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 0 09-1110.02 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. ©A N9,22- 0321.02 _W wi >Sl:. Expiration Date: May 13, 2014 2q l2. Approval Date: May 03, 2012 Page 1 T. M. Whadows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W0841, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, 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 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 -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 2. 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 20294 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 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 & sealed by Carlos S. Rionda, P.E. (Submitted under previous 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 75459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 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 previous NOA No. 04- 0120.01) Manuel Perffolh . . Product Control Exa NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E -1 T.1VL Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC -2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA #09- 1110.02) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21116 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 27, 2012, 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 previous NOA #09- 1110.02) man ue P .E. Product Control xa uer NOA No. 12-"091.02 Expiration Date: May 13, 2014 E -2 Approval Date: May 03, 2012 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cow mum) 3. Laboratory compliance letter for Test Report No. FT"457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/047 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04- 0120.01) G. OTHER 1. Notice of Acceptance No. 09- 1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Pe E. Product Control E am' er NOA No. 12-0 1.02 Expiration Date: May 13, 2014 E -3 Approval Date: May 03, 2012 3 8' ANN. CLASS 090' INTERLAYER SAFLEX IXL BY SOLUTIA 3118' ANN. GLASS GE X700 DOW CORNING 995 7/18' MotALL GLASS Q —3118' HEAT STREN'D GLASS 8' HEAT STWO GLASS .090' INTFRLAYER SENTRYGLAS BY OLIPOrfT 3/18' HEAT SIiREN.0 GLASS SNCONE \ r�W t�,'O(tt7N1�NG �s ANN. CLASS jBY_s73/7,,.. SPECIALTIES INQ* BY 'SURFACE SPECIALTIES WC.' HEAT SIREIN'0 GLASS 3/18' ANN. CLASS C ONE SILICONE RGS7700 GE ROS7700 CORNING 995 3' DOW CORNING 90 13 1/2' OVERALL CLASS 1/2' OVERALL GLASS TYPE 'C TYPE I GLAZING OPTIONS SERIES 805 'ALUAMMM HORIZONTAL ROLLM Me DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DACE COUNTY APPR'D WINDOWS USING MOM-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TEMP. GLASS I/4' AIR SPACE ANN. GLASS 090' PRG PVB SAFLEX C AY R BY T;OWTw' rl/8° ANN. (LASS DOW CORNING 995 EI I I i , I i i ADDL ANCHOR R EOD. MASS. 7YPB 'A' GLAD TYPE '8' FOR INSTAUATONS INTO GLASS TYPB b' 32 7/8' ' WOOD STRUCTURES OR Elf(.( +) RU TH WOOD BUCKS INTO MASONRY D.L CPO. 37 1/2° n 74` NAIL ELEVATION,- � 90.0 tWNDOW WIDTH 1 90.0 1 90.0 55.0 55.0 9 3 /D' LOADS SHOWIN ABOVE ARE FOR WINDDIV VENTS WITH SPRING LOADED ALU"'UM LATCHES. FOR METALLIC SWEEP LATCHES Uiff MAX. LOADS TO *80.0 PSF. MAX. 8 8' MAX. FALSE MUNRNS S S. HEAD H HEAD/SILL (SURFACE APPLE) S SILL c coRNERs MAY BE USED , 111=0 Yf 11 11 � II 11 II II II II If I II II n �i II B I' II O MASS. 7YPB 'A' GLAD TYPE '8' MASS TYPE 'C' GLASS TYPB b' 32 7/8' ' 33 1/2' Elf(.( +) D.L CPC. D.L CPO. 37 1/2° n VENT WI,DTN -1 CAL ELEVATION,- � 90.0 1 130.0 1 90.0 1 90.0 55.0 55.0 79.0 79.0 LOADS SHOWIN ABOVE ARE FOR WINDDIV VENTS WITH SPRING LOADED ALU"'UM LATCHES. FOR METALLIC SWEEP LATCHES Uiff MAX. LOADS TO *80.0 PSF. O AU UL( Ux 251'Gis3 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER MASS. 7YPB 'A' GLAD TYPE '8' MASS TYPE 'C' GLASS TYPB b' 32 7/8' ' 33 1/2' Elf(.( +) D.L CPC. D.L CPO. 37 1/2° n VENT WI,DTN -1 CAL ELEVATION,- AU UL( Ux 251'Gis3 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER MASS. 7YPB 'A' GLAD TYPE '8' MASS TYPE 'C' GLASS TYPB b' G m TYPB 'B' Elf(.( +) I 1M.( -) I EM.( +) 1M.(-) EM.(+) 1M.( -) Ea.( +) 1M.( -) 80.0 1 90.0 � 90.0 1 130.0 1 90.0 1 90.0 55.0 55.0 79.0 79.0 LOADS SHOWIN ABOVE ARE FOR WINDDIV VENTS WITH SPRING LOADED ALU"'UM LATCHES. FOR METALLIC SWEEP LATCHES Uiff MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY HURRICANE ZONE (HMZ). WOOD BUMS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AN04MG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF INS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREATENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS —DEC -219 THESE WINDOWS ARE• RATER FOR LARGE & SMALL. MISSILE DLPACT. SHUTTERS MIC NOt'REQUIft, lb � ,EHpn w AD 5; ' PIRODIIGT RIIVI$8D a �PE�;7�i9s , L. JAB wm191ePi APR . (a 4-.0 1 D h yA bi J Q i vd 7 grm � z3o is Q GYalving no. W08 -81 THRU WOOD SUCKS IN FALSE UUNTINS mloa big N18 S L II 1I - = =ir � II �/ II 32 7/8' D.L. OPG. 37 5/8' WINDOW WIDTH 32 7/8- - THRU WOOD 10 1/4' OL OPO. MAX. LMAX 9 318' 80.0 90.0 AT FIX. T FIX. VENT WIDTH 8' MAX. FALSE MUNIIIS LITE 1T FIAD�T (SURFACE APPLIED) AT MAY BE USED I ,1 1j 11 II It I; a - II �j ii II •/ v � -- -7F -__ ° ��SZ '� ° , __.I _ II II ir II II 1 1 11 J 33 1/2' 32 7/8- Of TYPE '8' GLASS TYPE 'C' O.L. OPG. OL OPO. 37 80.0 90.0 90.0 130.0 VENT WIDTH 70.0 79.0 LOADS SHOWN ABOVE ARE F(Xt WINDOW VENTS BATH SPRNO LOAOEII AWN LATCHES. FOR METALLIC SWEEP LATCHES uw MAX. LOADS TO *80.0 PSF. TYPICAL ELEVATIONS %OX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER G6A TYPE 'A' Of TYPE '8' GLASS TYPE 'C' BIM TYPE 'Ir EXT.( +) 1M.( -) 80.0 90.0 90.0 130.0 90.0 90.0 70.0 79.0 LOADS SHOWN ABOVE ARE F(Xt WINDOW VENTS BATH SPRNO LOAOEII AWN LATCHES. FOR METALLIC SWEEP LATCHES uw MAX. LOADS TO *80.0 PSF. 14 MAX. HEAD LL 1 1 1 91.L I� -I i-1T1 h 1- 11 11 II 11 II - Ji 11 .111 1 24 S/8' )A- On. 29 1/4' %OX SIZES WHIM DESIGN LOAD RATING - P FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLA98 7 'B' EXT. { + iM.( -) off 1M.( -; 00.0 00.0 90.0 1 130.0 LOADS SHOWN ABOVE ARE FOR W=OW VENTS WRH SPRING LOADED ALON LATCHES, FOR METALLIC SWEEP LATCHES UWr MAX. LORI TO *80.0 PSF. U z p 8° MAX. cofm L. O CORNERS 6 �� 8 hh II dl II Q II m� 29 1/4' N z O �za PRODUC7RRVI$6O .•�„ •FCA' PE 7098[ AWd6.006 C • , .FAN• , .. No k MV k NOTE: beta g GLASS CAPACITIES ON THIS SHEET ARE k :A- BASED ON ASTM E1300 -04 (3 SEC. GUSTS) m�amt drawing no. AND FLORIDA BUILDING COMMISSION W08 —s� DECLARATORY STATEMENT DCA05- DEC -219 sheet 2 of 7 010 X 3/8" PH SIAS 3 PER CLOD 4 4' LONG WIND LOAD CUP ANCHORB SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. VIEEPHOLES: w1 = 1 -1/4" x 1/4' wEEPHOLES wRH PLASnc BAFFLE AT 4 -7/8° FROM EACH END AND AT MIDSPAN W2 = 1 -1/4' X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIOSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END SPACING 9 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm ELEV. FOR sPAcm 114" CIA, ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONIC. OR MASONRY 114' TEKS OR SELF DRILLING ING SCREWS (WAM 5 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCRE NS (GRADE 2 CRS) DAPIER INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN, THK. = 1 /8ry (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAM85 re = 3000 PSI MIN. C-90 MMM /RAM BLOCK AT JAMBS Pm = 2000 PSI MIN. . =M AMA9 IRODUCPRBV9:M No ' FIA`��70liSt I : B �alt3OloF .: BY 16,V F O A aIwo Soo a Z14 off M 6 $gym U s Z *2a G1GBHig rm. W08 -81 TYR n n n AV fiA1VUl OX OPPOSITE 1/4. SHM O VENT WIDTH O VENT WNTH euuc. tar Wood suac I i I — �_117�'�� OPT. a u EXTERIOR WINDOW WIDTH XOX LAYOUT Ns tar /"WOOD ax" a \ e 4 .i VENTS WITH SPRINJ LOADED 1ATCHES PRO= ��J ' kf% P 7W. 2 . � Pir�swi APi1a ° °$$ 2012 Aea plum lYo B C—M z a e id fax R yU y ONm i GG o 1!p �z C dmwinq no. W08 -81 1/4' SHIM 0 0 © 0 =l=!� 1/4- MAX. TYPICAL ANCHORS MEM VENT 1 Q SEE M". - l��� FOR SPACING ­—SCREENS OPT. G J�I 1 j 1 v Vill BUCIM — TYPICAL SEE FOR ";'; o o x EXTERIOR j WIN" MTH X ox OPPOSITE Oy O VENT Ill NIM Ifff WY WODD SUCK wow Ill OR VQ TYPICAL 0MOM c El ob FOR SPACING TYPICAL SEE ._ FOR SPACING 'I _WMTH xox Y y a MIAMI—CADE COUNTY SEE N r VENTS WITH BAGMEN I? -�� ya. M. a.. IF I t FRAME HEAD 1.460 SS An .313 1.420 SILL TRACK 1.071 G82 ,_ 7yp, 929 SILL CLIP ADAPTER FRAME SILL TOP 1278 U U� 1 Ow .082 780 +f.,502 889 � 1.250 .128 1.0 to WIND LOAD CUP eO TOP & BOTTOM RAIL + I 1.750 ' I' F,054 1281 2.201 t8 MTG. SIRE REttdF. 1.375 Imo .088 .900 2.312 --rT O7 JAMB STILE ow 2.312 IB FIX. STILE REINF. .oss 1.288 2.373 1.3751.0 1.548 .849 +.as5 .082 MEETING STILE I (ta) VENT LATCH rm PART 9 gUANTl1Y DMKWUON MATEIM MANP. /BUPPIdDk /BBmARTffi 1 TM -130 1 FRAME HEAD 6001 -TS - 2 TM -13$ 1 FRAME SILL BASE 8083 -T8 - 3 TM -134 1 FRAME SILL 70P 6083 -TO - 4 TM -132 AS RM. FRAME JAMB - VENT 0083 -TB - 5 TM -131A AS REGO. FRUM JAMB - FOU 6083 -T8 - 8 TM -138 2/ VENT 70P AND BOTTOM RAIL 8083 -78 - 7 TM -139 1/ VENT JAMB STILE sam -TB - 8 TM -140 I/ VENT MEETING STILE 8083 -T8 - 9 TM -137 1/ VENT I= SME (SPRING LOADED LAT*Q 8083 -TB - 9A TM -137A 1/ VENT FOW STILE (S14EEP LATCH) 8093 -18 - 10 TM -138 1 SILL TRACK INSERT 6083 -T8 - 11 Tu -130 1 SILL CUP ADAPTER, 12' I= OM -78 AT MTG, STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH, 3-1/8• LANG 8083 -TB Ar MID SPAN t2A - I/ VENT WALUC SWEEP IAlCH - AT MID SPAN 128 88 X 314' 2/LATCH SWEEP LATCH MOVNIM SCREWS - FM SMS 13 TM -141A AS REGO. GLAZING BEAD (IAMNATEO GLASS) 6083 -TB - Im TM-18f AS REGD. GLAZING BEAD (NSUL LAM. GLASS) 8083 -TS - 14 TM -184 AS RECD. WIND LOAD CLIP, 4' LONG 8061 -TB - 18 - f/ STILE MEETING STILE RMMRCING 8083 -To - 18 - 2/ STILE FWD STILE REINFORCING 6083 -T6 - 17 W31225 AS REGO. FIN SEAL WVIRIF"NG (.270° X .220' HIGH) WOOL - 18 VM371 I AS REGO. RN SEAL WWRIPPING (.187, X .370' MGM WOOL - 19 W43201 AS FLOW. FN SEAL W'ST18PP1NG (.187° X 100° M" WOG. 20 P8043 ADHESNE BACK CLOSED CELL FOAM 7/8' X 1/2' X 1 -7/18' LOW 21 2/ VENT VENT ROLLER Holes & CODE PLASTIC AT EACH ENO VENT ROLLER/WNEEL BRASS 23 012 X 1' 2/ CORNER I FRAME ASSEMBLY SCREWS - PJi. P10WPS SMS 24 ¢10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PRNLLIPS SMS 25 - 1/ LATCH VENT LATCH SlnM ST. S1EF1. - 28 W31175 AS RECD. FIN SEAL W'STRPPING (.187, X .176' HIGH) WOOL - 27 TM -151 1 SILL RISER 8067 -TB - 2.312 2.312 .183 ass A88 1.437 1.000 1,837 1.375 1.000 1.237 • ,gg2 ,g4p II .500 9a3�1� 1 1.780 1.750 73 GLAZING BEAD ® GLAZING BEAD O FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (NAM. GLASS) (NSUL LAM. GLASS) ,.:r r FRAME JAMB - FDfED .082 1919 1.709 .163 PRODUC•L' RBYMD, ova. • . w wBhft Plortb rteA pE7 $ two !2- rnJZGO: Dab C�►� A.. a4. z F� 8 4 sis rA�R41 a= R Z 2 O rt °zs F =1oa° drowtng no. W08 -81 ,�..1 '.: � . MIAM MIAMI -DADE COUNTY, FLORIDA ® METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.¢o_/buiidinggode T.M. Window & Door LLC 601 NW 12* Ave. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hurricane Zone. DESCRIPTION: Serl�i805 Aluminum Horizontal Rolling Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 0329.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. lrTti�i�To: 03 -010.5.02\ t u � Expiration Date. May 13, 2014 Approval Date: March 4, 2009 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 6 of 6, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", dated 09/19/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. 2. 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 & sealed by Michael R. Wenzel, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. 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 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. Manuel Per Product Control er NOA No. 09 .02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 E -1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 10/24/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflez IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21A 1. 3. Notice of Acceptance No. 03- 1117.01 issued to Surface Specialties, Inc. for their "Uvekol a Laminate Glass Component", dated 01 /29/04, expiring on 02/08/09. F. STATEMENTS 1. Statement letter of conformance, dated October 24, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 24, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0329.02, issued to T.M. Window & Door Co. for their Series 11805" Aluminum Horizontal Rolling Window w/ wo Reinforcement — L.M.I., approved on 07/13/06 and expiring on 05/13/09. L f D-11 Manuel Perez Product Control E min NOA No. 09 .02 Expiration Date: May 13, 2014 Approval Date: March 4, 2009 E -2 E ANN. GLASS -.090* INFERLAYER SAFLE,I MG BY SOLUTIA GLASS TYPE 'C' GLASS TYPE 'D' 3/18' ANN. GLASS }Nf.(- SILICONE W.( +) I 1M.( -) GE RGMOO 80.0 DOW CORNING 995 "x T7V W W7/1 B- ovERAL� awls X3 /16' HEAT STREWD GLASS HEAT STREN'D GLASS _.090' INTERLAYER SENTRYGL S PLUS BY DUPONT 3/16' HEAT STREWD GLASS SILICONE r GE RGS7700 I J DOW CORNING 995 a \IIJ1� JlGll, w7/16. OVERALL GLASS BY 'SURFACE SPECIALTIES INC.' 3/16' HEAT STREWD GLASS SILICONE GE RGMOO DOW CORNING 995 TYPE 'B, ANN. GLASS BY 'SURFACE SPECIALTIES INC.' r-3/16" ANN. GLASS DOW CORNING 995 W 1/2. OVERALL GLASS N 1/2- OVERALL GLASS TYPE 'C TYPE 'D, GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COM MMONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. M. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL Sl' r1. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA SM. CODE SECTION 2003.8.4. — ,. - - - -- MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' 12112 }Nf.(- 'EM.( +) I 1M.( -) W.( +) I 1M.( -) EM.( +) I 1M.( -) 80.0 1 90.0 90.0 1 130.0 90.0 1 90.0 55.0 1 55.0 NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 �v Z 0 0 o � Q6a0 0, IL 1 rn U a= U � Z*o Z Za m �' c THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SIRUCIUM E CA.N. Normc'.:'L:'yar +Ma .v4 $ !4 l�J drawing No. ., ua6ymTecS W08 -81 NOV 0 6 7.008 sheet 1 of 8 ADDL ANCHOR REOD. ADDL ANCHOR REOD. uFOR INSTALLATIONS IMO FOR INSTALLATIONS IMO WOOD STRUCTURES OR WOOD STRUCTURES OR Fm%- _...._. tT THRU WOOD BUCKS WTO MASONRY` 111° MAIL THRU WOOD BUCKS INTO MASONRY 111' MAX r' -- --- WINDOW WIDTH ---- --- -- --- -- -' Q I� 14 7/8° ttg FALSE MUNTINS I 3i ,. MAX. _. 8• MAX FALSE MUMINS 8• MAX. Q ppg,, a (SURFACE BE USED A 3: L( i � (SURFACE eE i1SE0) COMERS I� fi i gIL i to IL z m F, _ ZZdqW- m � �C,1 �C Y Nl 1 / I 1 1 1 1 1 I M 32 7/8• 70.L 1/2' 32 7/8' mGl 24 S /8' gO• yAX. 24 5/8' m M D.L. OPG. OPG. D.L OPG. D.L OPG. D.L OPG. D.L. OPG. kI'l 37 5/8' 37 5/8' '^ 29 1/4• 29 1/4. 1 VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH a a $�o � TYPICAL ELEVATIONS XOX SIZES XOX SIZES Ft Z a W I MAXIMUM DESIGN LOAD RATING - PSF 0 d FOR SIZES SHOWN ABOVE OR SMALLER a m a F GLASS TYPE 'A' GLASS TYPE 'B' O EXT.( +) INT.( -) M.( +) INT.( -) 80.0 90.0 90.0 130.0 0 c m 0 c E^Ti OIL HUWY7llN F _ g 51f9)CMtFS FIC418737 Ca :'s . -'?• ••Ii P's�i?36�' g NOTE' 3355::88 e_ 4 a GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) w z4a..vk AND FLORIDA BUILDING COMMISSION NOV U 2dn� &. jjdQ$ —$� DECLARATORY STATEMENT DCADS– DEC -219 sheet 2 of 6 MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' EXT.(+) 1M.( -} EXi.( +) 1NT.( -) IXT.( +) iM.( -) 80.0 80.0 90.0 130.0 90.0 90.0 ,r. D p Ir---- .I J II n � _- !1 ,1 'I II 11 II II -- JL - -_.11 _ MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' EXT.(+) 1M.( -} EXi.( +) 1NT.( -) IXT.( +) iM.( -) 80.0 80.0 90.0 130.0 90.0 90.0 � WINDOW W(pTFf ' 14 7/8' 3' � �I A H� -" Ij- SILL I I 1 t 1 I I 1 ,r. D p Ir---- .I _- !1 ,1 TYPICAL ANCHORS #10 X 3 /8' PH SMS 2 PER CUP 14 4' LONG u .OAD CUP �3 g� TYPICAL ANCHORS SEE ELEV. FOR SPACING NPICAL ANCHORS -ING MIAMI —DADE COUNTY MULLION & MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE B". FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR wACWG 1/4' DIA. L0TRACON BY 'FlCO' (Fu -177 XSL F)=155 X9) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8' MIN. EMBED INTO CONC. OR MASONRY I X TEKS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,414 SMS OR SELF DRILLING SCREWS 'ADAPTER INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .100') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = i' MIN. INTO METAL STRUCTURE = 3/4' MIN_ CONCRETE f c = 3000 PSI MIN. MASONRY I'm = 1500 PSI MIN. E��I`, l"I'm E-i ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. YMPHOLES: $T" , Pmc n. y $aceer i7 FLA. -7 W1 = 1-1/4* X 1/4" WEEPHOLES WITH PLASTIC BAFFLE # AT 4 -7/8' FROM EACH END AND AT MIDSPAN +LvTM^,_w,.':•.: W2 = 1 -1/4' X 1 /4 ".WEEPHOLES AT 4 -7/8' FROM EACH END AND AT MIDSPAN 1 W3 = 2' LONG WEEP NOTCH AT EACH END W4 = 1' LONG WEEP NOTCH AT 32' FROM EACH END 8 a O: O Ito Ot a � Wf0 9 0 O ,3,G 4 Q W e1 g F m 01 a= QNm R Z 3 O �zO 9 °m °a dlGwing no. W08 -81 '/a- SHIM © 12 O j 7r Ulfj MAX. I VENT WIDTH is s i 111V MAX. ti 2 METAL ' a 18 s SHIMS ! ANCHORS F SEE ELEV. FOR SPACING Q ot - _ -_ - _ _ _- - ❑ to ',�— _ d � � I 79 17 7 OPT. - - - - - -� _ - - _ _ _ - - _ _ - _ _-_ _ �. D M= V L i TYPICAL ANCHORS a is LL SEE ELEV. a D.L.O. FOR SPACING EXTERIOR WINDOW WIDTH L� %0 LAYOUT y OX OPPOSITE 7 I © O tea• MAX `moo 1/4. SKIM VENT WIDTH y� WDTH SHIMS $ MAX I � V WOOD � '13y rcl) WOOD SUCKS B= � Q OR = e� Woo STRUCTUO : 0 Z0Z all Za v � Ewa SCREENS OPT. __ _ _ - -- _ - SCREENS OPT-- ° . TYPICAL ANCHORS O SEE ELEV. v° FOR SPACING D.L.O. TYPICAL ANCHORS ° El".j FOR SP EXTERIOR < . WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1OA►O -DARE COUNTY APPRD S SEPA IAA a � v g - - _ _- . D t. A aw cAR� � •� RA. PE f 387 tO O.A.N. 3O:Oi.; ------ SCREENS - i: " WtNOOw gMTtI EXTERIOR - %AKDOW WIDTH sheet 4 of g '� 3.069 1.375 1.000 1r- I'.062 I .Of2 �� -T SS LI � .656 I 9... I.Z,'1D 2.437 1.423 tt .125-.j d 1.000 74 WIND LOAD CUP 1 030 L Oe TOP & BOTTOM RAIL 1 (° FRAME HEAD 1-1.750 t. 054 F f1.480 1.a .125 .077 2.201 1.375 t5 MTG. STILE REINF. .313 '� .065 7.000 I� 1.420 -^I 2.312 L17�{ - i 10 SILL TRACK �7 JAMB STILE 107 1-1.071 2312 to FIX. STILE REINF. .062 1.255 7yp• 8 .435 ITEM PART / QUANTITY DESCRIPTION MATERIAL NW./SUPPLIER/REMARKS _1 7M -13O 1 FRAME HEAD 9083 -T9 - 2 TM -1339 1 FRAME SILL BASE BOB.7 -78 6063 -TB - - - - 3 4 TM -134 TM -132 1 FRAME SILL TOP FRAME JAMS - VENT AS REDD. 6063 -TB 8 TM -131A AS REOD._ FRAME JAMB - I= 8083 -T9 8 _ TM -139 _ 2/ VE TOP AND BOTTOM RAIL -i -- 8083 -T6 - 7 7M -139 t/ VENT JAMB STILE .... -- - 8 TM -140 1/ VEM YEETNG ST0.E _ 9 - TM -137 1/ VENT FM STILE --- - -. - --- 10 TM -136 - 1 - SILL TRACK INSERT it TM- 135_ -� 1 SILL CUP ADAPTER, 12" LONG fl6063-Ts AT MTG. STILE LOCATION 1a 7M -116 1/ VENT VENT LATCH, 3-1/8• LONG AT IOp SPAN 13 TM -141A AS READ. EXTRUDED GLAZING BW - 14 TM -154 AS REDD. WIND LOAD CLIP, 4• LONG - _- 15 - t/ STILE MEEIM STILE REINFORCING 6063 -TS - 16 - 2/ STILE FD(ED STILE REINFORCING 6083 --TB - 17 W31225 AS REM. FN SEAL WWRIMINC (.770• X .220" HIGH) WOOL - 18 W43371 AS RECD. FN SEAL, W StIPPNG (.187• X .370• HIGH) WOOL - 19 W43MI AS REDD. FIN SEAL WSTWPPING (.18Y X .200" HIGH) WOOL 20 P5043 - ADHESIVE BACK CLOSED CELL. FOAM 7/6• X 1/2• X 1 -7/16' LONG 21 2/ VENT VENT ROLLER HOUSING & GLADE PLASRC AT EACH END 22 - - VENT ROLUm/WHEEL BRASS I - 23 #12 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS P.H. PHILIJI S SW 24 #10 X t' 2/ CORNER VENT ASSEYBLY SCREWS P.H. PHILLIPS SMS 25 1/ LATCH VENT LATCH SIMNO ST. STEEL - 26 W31175 AS REOO. FN SM WVRWPING (Agr X .175' WOH) WOOL - 27 YM-151 1 SILL RISER 6093 -T6 - �17I F� � t a O0 aaa< gin Q W ei f y� (a 7b 2373 U 1.375 I-us F3V i 1.000 .802 2 i I 2031 11 SILL CUP ADAPTER 92 p P- -1.7so 52 a 1.409 13 r,J Oe MEETING STILE EXTRUDED GLAZING 2312 1.298 7.719 3270 x.708 1.437 1.000 1.237 '848 1.235 .062 p TYP. .062 1.7$0 0 1ME O FIXED STILE t2 VENT LATCH O FRAME SILL TOP .957 r s m aose o9z 06z M. TYP. 2.628 342 2 082 A . .2 I aTRI1C7UTtE4 Y'^;:ri. rr- :.'- 'ais.,., Sv aiJ t ese I 1.9119 1.799 FLA. K / 18657 a. SI F b s L � As I=. _ . i I Aw--I � drawing rpro. h-- -3.089 .976 .874 RjUiT (> :i %111tH U _.y t10[7�G� O FRAME SILL BASE O4 FRAME JAMB -VENT O FRAME JAMB - MED O SILL RISER sT16et 5 of B -(2) f12 x 1 1 4• PH. SAS. �(ASSOA'BI°.Y 1' cRF44. SMS. �(2) 10 ■ 1• PH. SMS. �� I % ASSEMBLY Y SCREWS z ' � I t I v .4 ` cr aW FRAME TOP CORNER FDCED MTG. RAIL TOP CORNER (4) #12 r 1 1 /4• PH. SMS. VENT TOP CORNER zi ASSEMBLY SCREWS I J d 4 LL �N z3io �ma i (2) 810 : 1• -L SMS. .\ ASSEMBLY SCREWS , �• o ..g FIXED MTG. RAIL BOTTOM CORNER I Enor. DFL HUMAYIAIN FARE PaA; "Bt:(;f kl'd' +'3?."E6 o g STRUOUISES c: mays ?w.Y.'9aa i � Si3 -FLA. PC 18557 FRAME BOTTOM CORNER 2 g /OY 11 PH. SMS. C.A.N. SCREWS VENT BO����ER E:,n1aF4adsst drawing no. NUV 0 it 2061 W08 -81 attest 8 of CQUNTY , MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodoonline.com T.M. Window & Door Co. 601 N.W.12`b Ave. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hurricane Zone. -- DESCRIPTION: Series "805 "SAiuminnm`_Horizontal Rolling Window w/ wo Reinforcem $ nts- L.M.Q. APPROVAL DOCUMENT: Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 02 -12 -2006, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 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 # 040120.02 and consists of this page l and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA 'N W0329.p Expiration Date: May 13, 201)9 Approval Date: July 13, 2006 Page 1 TM Window & Door. Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0120.01) 1. Manufacturers die drawings and sections. 2. Drawing No.S805 -LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 02 -12 -2006, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E B. TESTS (transferred from file # 04- 0120.01) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E. 2. Additional 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 (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3995, dated 11/13/03, signed and sealed by Edumundo Largaespada, P.E. C CALCULATIONS 1. Anchor verification calculations dated 01 -31 -2006, complying FBC -2004, prepared, signed and sealed by Kelvyn Whitfield, F.E. 2. Anchor verification calculations and structural analysis dated 12 -31 -03 and last revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E. (transferred from file # 04- 0120.01) D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite ® PVB ", expiring on 12/11/05. 2. Notice of Acceptance No. 03- 117.05 issued to "Surface Specialties Inc" for "Uvekol ", expiring on 02/08/09. (Rev NOA #02- 0429.06-UCB Chemical Corp). F. STATEMENTS 1. Statement letter of FBC compliance, dtd 01- 31 -06, signed by K. Whitfield, P.E. 2. Statement letter of compliance dated 1 I - 10 -03, issued by Fenestration Testing lab G. OTHER I. This NOA revises # 04- 0120.01, expiring May 13, 2009. 2. Test Proposal dated 10 -23 -03 approved by BCCO. 3. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw, Ph.D. t e1.!!j t - (,LA wdA Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0329.02 Expiration Date: May 13, 2009 E -1 Approval Date: July 13, 2006 5 1/2' MAIL 1 m/su CORKM Ig�y a 1_ 5 1/2' MAIL Tw. ATm camc s 74' MAIL MAW W M 7 {' MAX FRAYS WIDTH 14 5/5' MAX Is 14 1/4* Y/ 5 ,v 1�N 1� 11GD 5 ,/Y L 1Rif IIRDTM �11.�5r/j 1y1D/mu k 1a o/sT1 1 1 1 F F 1 SRS I 1 I ! 3 I 4 _ v x -r- jAUAL R@6. 9 . 9 L-L I 5 I/2' MAX ncY 5 TVP DESIGN PRESSURE ALUMINUM REINFORCEMENT) - — NEGATIVE + -55.0 PSF I - 55.0 PSF -7-/16' OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL-3995 „I'(MAX AtMa WIDTH 14 51Ir IIAX TV. AT ®, D.LD. ' q' 1 I D.Lo. j I 9" `m. ® I ! 1 I 01.0. i Ii' x i o *a�- x x Rm. I .� I i 4 WIT ,Dm a -� RF s J IF 14 L DESIGN PRESSURE STEEL REINFORCEMENT WITH 3 5 8" SILL RISER POSITIVE NEGATIVE J + 90.0 PSF I - 90.0 PSF 7/16- OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL -3946 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 1300 -02 (3 SECOND GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.02 OF FBC EDITION 2004 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) ss<nLe v2 - '-o GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL -3995. AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 5) 3. GLAZING. 7/16. OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL -U0. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0.455" PENETRATION. USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) S. SEALANTS: A NARROW JOINT OF SEALANT IS APPLIED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. & CONFGIRATIONS: OX/XO (*55.0 PSF) OR OX/XO. XOX (*90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD SLICKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REOUIREMENT: NO SHUTTERS ARE REQUIRED. 11. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REWIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONES. 12. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. ,arIt pO -032 /dYl� IYN WHjTFIELD. P.E. CERTIFICATE No.24140 jai lot C9 0 O z 3 a a Z Q J W O X (f) 00 J W�5V) N O 2 w 4 w 4 w 1 5/16- WHEEP ONE AT SIDE OF r'1 VERTICAL SECTION 2 EXTERIOR FRAME WIDTH 2 JAMB �1MEETING RAIL 4 JAMB 2 (LOCK SIDE) \,V (ALUM. REINFORCEMENT) 2 (FIXED SIDE) CROSS SECTIONS (f55.0 PSF) 0.120' UVEKOL S LIQUID -RESIN INNER LAYER BY SURFACE SPECIALTIES. INC. 3/16' ANNEALED -1 I r -3/16° ANNEALED DOW CORNING 995 EXTRUDED 455° GLASS GLAZING BEAD SITE a 0 GLAZING DETAIL SCALE: FULL SIZE moDmrsvow 6 V& csL 4 �4�is Oi+him Js dat �L P.E. 3z E3 '- zC3 p 30 a Ez �- z O 0 z 3 a o J Z W Q J J to � to O D= In OD J tn w o x V) Fe 0 �II� W, 1 B' ONE AT SIDE OF VERTICAL SECTION 3 =E BEAD IEXTERIOR v v I FRAME WIDTH MMEETING RAIL t V\ JAMB 3 (LOCK SIDE) \V (STEEL REINFORCEMENT) 3 (FIXED SIDE) CROSS SECTIONS ( ±90.0 PSF) 5 JAMB 6 MEETING RAIL \V (LOCK SIDE) 3 (STEEL REINF.) EXTERIOR v FRAME WIDTH 7 MEETING RAIL 8 JAMB 3 (STEEL REINF.) \,V (LOCK SIDE) 0.100' SENTRY GLASS PLUS INNER LAYER BY DUpONT, OR 0.1$0• UVEKOL S UOUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/18' HEAT STRENGTHENED 3/16° HEAT STRENGTHENED Adee����e�rO��� DOW CORNING 898 t 455. GLASS �Z GLAZING BEAD SITE Iw tsLaR Aceo�e r LMT I v v GLAZING DETAIL SCALE FULL SIZE M ela 06 zzo 3 O 0 z $ d o_ z J J O c' V? m ir O w w N s O A 0 g Q \Z I - 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4• MAX. STIFF METALLIC SHIM 1 x 3/4 x 1/8 x 4' LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. CUP (ITEM 833) AT FRAME HEAD ONLY, 23' FROM FRAME CORNER ad (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO 810x1' PH. SELF DRILLING SCREW` (TYP. FOR ALL APPLICATIONS) -ELCO 1/4.0 HH. TAPCON (MUST PASS CHANNEL, ITEM 833) -ELCO 1/4-0 HH. TAPCON (MUST PASS SILL CLIP, ITEM 89) 12' LONG, PRE - ORILLED & FACTORY Ih ALUM. SILL CUP ADAPTER (ITEM 89) Al SILT. INTERLOCKS ONLY. (TYP. ALL APPI TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 BY P.T. WOOD BUCK, (TO BE h'14-ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL a ELCO 1/4.0 HH. TAPCON (MUST PASS THRU CH ,ITEM 033) . \g1 - 2 BY P.T. WOOD BUCK (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL - 1/4• MAX. STIFF METALLIC SHIM TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BUCK, (TO BE 1 1/ ENGINEERED BY ARCHITECT OR N. ENGINEER OF RECORD), TYPICAL EMBED. `ELCO 1/4.0 FH. TAPCON �ELCO 1/40 FH. TAPCON Q 4 •.. 1/4• MAX. STIFF 1/4' MAX. STIFF METALLIC SHIM METALLIC SHIM EXTERIOR EXTERIOR TYP. JAMB ATTACHMENT TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE TO WOOD SUBSTRATE 1/4'0 HH. TAPCON O TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -TS ALLOY MIN. ALUM.: Fy . 23 KS MN. STEEL Fy - 33 KSI MN. (STEEL, OR ALUM. I/A' MN. THICKNESS) ELCO 1/4.0 018LL-FLEX (GRADE S) SELF DRILLING SCREW. 1/4' MAX. STIFF METALLIC SHIM ELCO 1/4'0 DRILL -FLEX (GRADE S) SELF DRILLING SCREW. BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMINUM: 6083 -TS ALLOY MIN. ALUM.: Fy a 23 KSI MN. STEEL Fy ® 33 IM MN. (STEEL OR ALUM. 1/8' MIN. THICKNESS) llsICi' BC1g8YD 0twpyY 06�r/lert0� shun 4CO 1/40 DRILL-FLEX (GRADE S) SELF DRILLING SCREW. 1/4' MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES IEwrN WHITFIELD. P.E. (STEEL OR ALUMINUM) IFLORIDA CERTIFICATE N0.2414 O 7 C � Q�= 4 zz'�zo i t 3 0 0 z 3 Q o Z J J O d' N 00 Q LaJx O O W N V) Fx 0 M �r � �r :i .o�• .oax• c ! —,.43r ITEMXLSJ [ ITEM (7 TM -131A FRAME JAMB (FOXED SIDE) TM -130 FRAME HEAD 1.4W mr L� .osr" TM -134 FRAME SILL TOP TM -140 MOVING MEETING RAIL TM -132 FRAME JAMB (LOCK SIDE) TM -133A FRAME SILL BASE utY F`r r - ry REM QUANTITY I PART No, MATERIAL DESCRIPTION ` . r LOCATION 1 1 TM- 118 6063 -T6 ALUM. 3 1/8 LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN LOCK SIDE) 3 1 TM -133A 6083 -T6 ALUM. FRAME SILL BASE WINDOW BOTTOM FRAME 4 1 TM -130 6083 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, *55.0 PSF) WINDOW SIDE FRAME 6 1 TM- 132 6063 -T6 ALUM. FRAME JNdB (LOCK SIDE W99M SIDE FRAME 7 1 TM -T31A 6063 -T6 ALUM. FRAME JAMB FIXED SIDE, *90.0 WINDOW SIDE FRAME 8 1 TM- 134 6063 -T6 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 '/INTERLOCK! TM -135 8063 -16 ALUM- FRAME SILL CLIP ADAPTER 12" LONG WINDOW FRAME SILL, AT EACH INTERLOCK ALL UNIT$ 10' 1 TM- 136 6063 -T6 ALUM. FRAME SILL TRACK WINDOW FRAME SILL 11 1 TM- 137 8083 -T6 ALUM. FIXED MEETING RAIL WINDOW FRAME 12 2 TM- 138 6063 -T8 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 1 TM- 139 6063 -TS ALUM. VENT SIDE RAIL LOCK SIDE WINDOW SIDE VENT 14 1 TM- 140 6063 -T6 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4 LTTE -VENT TM -141A 6063 -T6 ALUM. EXTRUDED GLAZING BEAD *55.0 WINDOW GLASS PERIMETER 16 1 STRIP W31z s WOOL FIN SEAL WEATHERSTRIP -.270" x .220" HIGH FRAME POCKET JAMB 17 1 STRIP W43371 WOOL FIN SEAL WEATHERSTRIP -.187' x . 370" HIGH FRAME POCKET JAMB NT SIDE RAIL LOCK SIDE 18 1 STRIP W43201 WOOL FIN SEAL WEATHERSTRIP -.187' x .200" HIGH FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 P5043 WOOL 1 7./16' x 7/a' x 1/2" FINSEAL PAD IFRAME TRACK INTERLOCKS & LOCK ENDS 20 2 - -- PLASTIC BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4 - -- 6063 -TS ALUM. .540" x .740' x .063" GLAZING BEAD 190.0 WINDOW GLASS PERIMETER OX 0, XOX *90.0 PSFl 22 2 - -- GLASS 7/15* OVERALL LAM. ANNEALED UVEKOL WINDOW FRAME SEE DESIGN PRESSURE TABLES 23 2 OR 3 - -- LASS 7/16- OVERALL LAM. H.S UVEKO SENTRY GLASS WINDOW FRAME SEE DESIGN PRESSURE TABLES 24 AS REO'D 995 SILICONE GLAZING COMPOUND (DOW CORNING) GLASS PERIMETER 25 SEE ELEV. - -- SIEELZPLATED INSTALLATION FASTENER SEE SHEET 4 OF 6 WINDOW FRAME PERIMETER 26 2/CLIP - -- STAINLESS STEE #10 x 1/2' PH. SMS. VENT HEAD WINDLOAD CUP 27 10 - -- STAINLESS STEEL #12 x 1" PH.SMS. ASSY. FRAME CORNERS 28 12 - -- STAINLESS STEEL 010 x 1' PH.SMS. ASSY. VENT CORNERS & TOP BOTTOM INTERLOCKS 29 1 - -- 6063 -76 ALUM. 3 5/8• x .062' SILL RISER (XO /OX, XOX *90 PSF) WINDOW FRAME SILL BASE, GLUED ON THE INTERIOR 30' 1 INTERLOCK - -- 6063 -T6 ALUM. 1" x 1' x 1/8- THK. REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX *55.0 PS 31' 1 INTERLOCK --- STEEL A -513 11 GA.) 1' x 1' REINFORCING TUBE INTO MOVING MEETING RAIL (XO/OX. XOX *90.0 PSo 32. 2ANTERLOC - -- 6063 -T6 ALUM. 1' x 1/2" x 1/8' THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL XD /OX *55.0 33 1 TM -154 6063 -T6 ALUM. 1' x 13/16- x 1/8' x 4' LG. WMNDLOAD CUP FRAME HEAD, ABOVE EA. VENT, 7" O.C. OF MEETING RAIL 34. 2 INTERLOCK - -- STEEL A -38 11 GA 1" x 1 2" REINFORCING CHANNEL INTO FIXED MEETING RAIL XO /OX, XOX 190.0 PSF 3s 2 STRIPS W31175 WOOL FIN SEAL WEATHERSTRIP -.187' x .175" HIGH VENT TOP & BOTTOM RAILS esr - 14351— NOTE: (•) DENOTES FULL Lf ITEM F04• SILT. RISER ase• —I ez1• E a TM -137 TM -118 VENT LATCH LOCK suld% TM -141A EXTRUDED GLAZING BEAD FIXED MEETING RAIL .oas- 7.31r o,r I .313• i12 1.420• --iI � I TM -138 TM -136 SILL TRACK Aw FLORLDA CERTIFICATE 14 WPb 240 TOP AND BOTTOM RAIL g ---4 -92r I— TM- SILL CUP AADAPTER F--- ,.380' ---I TM- SIDE RAIL ( 1LOCK SIDE) esr - 14351— I---- ame• --I� ITEM F04• SILT. RISER ase• —I ez1• E a TM -118 VENT LATCH LOCK suld% TM -141A EXTRUDED GLAZING BEAD lb •p .oas- o,r I .313• i12 1.420• --iI � I /Z 0(. TM -136 SILL TRACK REM ® GLAZING BEAD ANGLE FLORLDA CERTIFICATE 14 WPb 240 0: 11 0A_ oali' iA - s ZZO O O Z H- z 3 a J Z W Q -j J O ((% 00 J 2 In Q LLJ 0: p w N VI = rrn.bmb. •__WS B10 x 1" PH.SMS. ASSEMBLY SCREWS B10 x 1 ASSEMBI x 1" DABLY SCREWS WINDOW FRAME CORNER OPERABLE VENT CORNER CONSTRUCTION DETAIL CONSTRUCTION DETAIL Ix EMS FIXED MEETING RAIL CONSTRUCTION DETAIL � I�� t 1, R KO SCREWS Bta x 1 1 /4• PH.Sii,S. IL—�O6ASSEMBLY SCREWS FIXED VENT CORNER CONSTRUCTION DETAIL (XO /OX UNITS ±90 PSF) D: gz { 'LI 3 0 0 z 3 Q Z J W J O i N w of O X �N g O AIIa1 t: CtiIJNTY 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/economv T.M. Windows, LLC 601 NW 12" Ave. 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 County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION;ieri �i aminuut SU.ding Glass Door. (Reinforced) —.L APPROVAL DOCUMENT: Drawing No. W02 -87 Rev E, titled "Series 350 -Alum. Sliding Glass Door (L.M.I.) ", sheets 1 through 10 of 10, prepared by Al- Farooq Corporation, dated 09/25/02 and last revised on DEC 20, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) capacity Vs. Reinforcing, anchor & sill height, in sheets 3 & 4. 2. Glass wider than 36" require approved setting blocks or clamps per FBC requirements. 3. Exterior (Positive) DP w/ frame sill (3 -1/2 ") item #4 is limited to Max. +90 PSF. 4. Door height = door height w/o Head Receptor (Door height = door height +1" w/ Head Receptor) 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- 0410.15 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 I. Chanda, P.E. MiAM1DADE LINTY T - -. 1CiA Nri 121205. Expiration Date: December 27, 2017 Approval Date: December 27, 2012 Page 1 T.M. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections (Submitted under file # 12- 0410.15) 2. Drawing No. W02 -87 Rev E, titled "Series 350 -Alum. Sliding Glass Door (L.M.I.) ", sheets 1 through 10 of 10, prepared by Al- Farooq Corporation, dated 09/25/02 and last revised on DEC 20, 2012, signed and sealed by Javad Ahmad, P.E B. TESTS (Submitted under file # 12- 0410.15 / 08- 0617.03) 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 installation diagram prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -2771 dated 01/15/01 & Test Report No.FTL -2976 dated 03/02/01, both signed and sealed by Antonio Acevedo, P.E. and Test Report No.FTL -3088 dated 11/19/01 & FTL -3188 dated 03/23/01, both signed and sealed by Luis A. Figueredo, P.E. and Test Report No.FTL -5438 dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 05/02/12 and last revised on 12/20/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for " Saflex CP TM - Saflex and saflex HP Composite Glass Interlayer w/ PET Core ", expiring on December 11, 2013. 2. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass ", expiring on January 14, 2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 11/19/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 12- 0410.15, expiring on Jan 23, 2013. 2. Previous NOA(s) associated this file are NOA # 12- 0410.15, #08- 0617.03 and # 07- 1009.03. 3. Test proposals, dated 10/18/01 & 01/20/05, approved by BCCO. hhaq I. Chanda, P.E. Product Control Examiner NOA No. 12-1205.04 Expiration Date: December 27, 2017 E -1 Approval Date: December 27, 2012 HEAD ANCHORS W/ RECEPTOR HEAD ANCHORS W/O RECEPTOR i IDOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 3 & 4. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOAD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSMG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LWFED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. CLUSTER OF 8 ANCHORS 14' LONG RMNFCRCWG CHANNELS AT MTG. STILES 3' '" 8' LONG REINFORCING CHANNELS AT ENDS & INTERMEDIATE LOCATIONS. e � 5 9 s a a z z T 18' MAX. . /—CLUSTER OF 8 ANCHORS SILL ANCHORS — -- TYPICAL ELEVATION ���i DAYLITE OPENINGS: D.L.O. HEIGHT - DOOR HEIGHT — 7.125' D.L.O. WIDTH (FIX. PANEL) - PANEL WIDTH — 5.575' D.L.O. WIDTH (OPER. PANEL) - PANEL WIDTH — 5.875' �f DEC $ 0 2012 } z d 0:a oil! � I M 1 CD Q >Q = z 0 3a S MGM drawing no. W02 -87 A C D E D F OPPOSITE � V V C ^� V o N rmN a L III Mill D.L. OPG. �71 1111111 TT DL OPG. YOV. CLUSTER PANEL. WIDTH ATT Y. T STIUM) FIX. PANEL WIDTH SILL ANCHORS — -- TYPICAL ELEVATION ���i DAYLITE OPENINGS: D.L.O. HEIGHT - DOOR HEIGHT — 7.125' D.L.O. WIDTH (FIX. PANEL) - PANEL WIDTH — 5.575' D.L.O. WIDTH (OPER. PANEL) - PANEL WIDTH — 5.875' �f DEC $ 0 2012 } z d 0:a oil! � I M 1 CD Q >Q = z 0 3a S MGM drawing no. W02 -87 a i�'� ,; a DEMON WAD CAPACITY - PSF DOORS W/0 READ RECEPTOR UGBT REINFORCING SEE SHEET 3 FOR OEMILS PMi0. wm acm ODOR mC149 ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'F' EKT.( +) O4T.( -j .( +) INT.( -) .( +) 1NT.7) 24 30 36 42 48 54 so 75.0 754 730 75.0 730 7&0 75.0 75.0 73.0 75.0 7&0 7 5.0 73.0 75.0 7&0 75,0 75.0 730 754 71.4 7&0 71.4 75.0 71.4 750 65.8 794 653 730 659 7 &0 81.8 7&0 61.8 75.0 61.11 24 30 36 42 48 54 972 730 784 75,0 7&0 73.0 730 750 75.0 754 7 &0 7 &0 7 5.0 75.0 74.5 75.0 749 7&0 74.5 750 8&O 75,0 1 66.9 75.0 680 750 619 75.0 619 730 61.3 749 579 749 379 74.8 379 24 30 36 42 48 90 754 7 &0 7 &0 7 &o 75.0 73.0 750 75.0 730 75,0 75.0 73.0 750 68.3 7 5.0 68.3 7&0 66.3 754 61.1 73.0 81.1 73.0 61.1 72.6 5 59 72.6 559 72.6 55.9 24 30 36 42 48 96 75.0 754 730 730 7" 7 &0 734 729 7&0 72.8 75.0 729 730 67.0 7&0 no 75.0 630 73.0 582 730 56.2 73.0 582 5&8 51.2 668 51.2 86.8 312 24 30 36 42 48 96-1/2 73.0 7 &0 7 5.0 75.0 7&0 75.0 7 5.0 72.4 7&o 72.4 730 72.0. 7&0 62.6 734 82.6 79.0 62.6 72.6 5&8 72.6 589 1 72.8 359 88.1 50.9 88.1 50.9 1 86.1 30.9 DESIGN LOAD CAPACITY - FSF DOORS W/O RBAD RLCEPTOR N ®RUM REINPORCING SEE SHEM 5 FOR OEIARS PAYER. "m 0cm 9008 NEWHT mon ANCHORS TYPE 'A' ANCHORS TYPE 'H' I ANCHORS TYPE 'P' .( +) 041.( -) 4 +) MT.( -) .( +) INT.( -) 24 42 48 54 60 114 100.0 120A 100.0 1120.0 100.0 120.0 10MO 1200 100.0 120.0 100.0 120.0 0.. 204 100.0 120.0 100.0 120.0 100,0 _ X1200 -. 100.0 120.0 100.0 120.0 1004 1004 100.0 120.0 100.0 120.0 98.9 98.9 100.0 120.0 100.0 120.0 87.2 972 100.0 12MO 100.0 120.0 24 30 38 42 48 54 90 100.0 1204 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1204 100.0 120.0 100.0 1120.0 100.0 120.0 1004 112.1 100.0 1120.0 100.0 1204 1004 1029 100.0 1120.0 100.0 120.0 959 959 100.0 1120.0 100.0 120A 24 30 36 42 48 54 98 100.0 120.0 100.0 1204 100.0 120.0 1004 120.0 100.0 120.0 100.0 1200 100.0 115.7 100.0 120.0 1004 120.0 100.0 103.1 100.0 120.0 100.0 1204 94.0 94.0 100.0 119.0 100-0 119.0 872 872 100.0 110.3 100.0 110.3 24 30 36 42 48 102 100-0 12D0 100.0 120.0 100.0 120.0 100.0 1 20.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 959 120.0 100.0 120.0 100.0 120.0 89.8 107.4 100.0 1099 100.0 1089 24 30 36 42 48 108 100.0 d107.4 100.0 120-0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1200 100.0 120.0 100.0 1204 8&9 120.0 100.0 112.2 100.0 112.2 80.8 116.4 100.0 101.7 100.0 101.7 TYPICAL ANCHORS: sEE ELEv. FOR SPACINe TYPE 'A' LTAC I - RON BY 'RCO' 7 1 (Fu.7 KS. Fy183 Kw) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES( 1 -1/2' MIN. PENETRATION INTO WOOD 11Yh11aPbdb THRU 10Y BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'e' 1/4" DIA ULTRACON RY 'ELCO' (Fw177 Ks1. Fy.155 K9) DIRECTLY INTO CONC. OR MASONRY Q 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 44 TYPE 'F' 014 s�o���e��iNG (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES i STEEL - 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) L - - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - --- - - - J TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE a 3/4- MIN. DESIGN WAD CAPACITY - FSF DOORS W/O READ RECRPTOR HEAVY REINFORCING SEE SHEET 5 FOR OEIA9S PANE. v10116 DODR o-0. ANCHORS Twit 'A' ANCROES TYPE 'R' ANCHORS TYPE 11 EXT.( +) 04T.( -) E1O.( +) WT.( -) SILICONE 24 30 38 42 48 54 8o 84 100.0 120.0 100.0 120.0 1100.0 1120.0 1 00.0 120.0 100.0 1 20.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1004 120.0 100.0 120.0 100.0 108.0 100.0 120.0 100.0 120.0 9 &9 98.8 100.0 120.0 100.0 120.0 872 872 100.0 120.0 100.0 120.0 24 30 36 42 48 54 so 90 100.0 120.0 1100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 12x0 100.0 120.0 100.0 120A 100.0 120.0 100.0 120.0 1004 112.1 IOU 120.0 1000 120.0 100.0 1029 100.0 120.0 toom /204 9 5-5 959 1010 720.0 100.0 120.0 87.2 87.2 100.0 120.0 100.0 120.0 24 30 36 42 48 54 80 96 100.0 120.0 1W.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 11 &7 1000 120.0 100.0 120.0 100.0 103.1 1010 120.0 100.0 120.0 84.0 94.0 100.0 120.0 1100.0 120.0 87.2 872 100.0 120.0 100.0 120.0 82.0 82.0 100.0 120.0 100.0 120.0 24 30 38 42 48 54 102 120.0 100.0 120.0 100.0 120.0 120.0 100.0 120.0 100.0 120.0 107.4 100.0 120.0 100.0 120.0 $.2 95.5 100.0 120.0 100.0 120.0 88.8 100.0 120.0 100.0 120.0 802 1100.0 1 1200 100.0 120.0 24 30 38 42 48 54 100 100.0 120.0 100.0 1120.0 1100.0 19.0 100.0 116.4 100.0 120.0 100.0 120.0 100.0 100.3 100.0 100.0 10MO 120.0 88.9 - 100.0 120.0 100.0 120.0 80.8 00.8 1004 120.0 1010 1120.0 74.3 74.3 100.0 120.0 100.0 120.0 24 30 38 42 48 114 100.0 120.0 100.0 120.0 100.0 120.0 100.0 109.4 100.0 12" 100.0 120.0 90.0 94-0 1100.0 120.0 100.0 120.0 83.2 832 1000 120.0 100.0 120.0 752 752 100.0 1204 100.0 t20.0 24 30 36 42 48 120 100.0 120A 100.0 1200 IOMO 120.0 100.0 103.1 100.0 100.0 100.0 720.0 88.5 88.8 100.0 120.0 100.0 120.0 7&1 7 &1 7004 izo4 Joao 120.0 70.5 70.5 10&0 120.0 100.0 120.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING FRAME SILL '4A' & '48' FOR DOORS USING FRAME SILL '4' LIMIT EXT.( +) LOADS TO 90.0 PSF. GLALICABLE TYPES A OR B R APP A_PPI ICdFll E Tn CHARTS 3/18' TEMP. GLASS .075' INTER LAYER 0 'STORMGLASS' VANCEVA COMPOSITE BY 'SOLUTiA' 3116' TEMP. GLASS SILICONE a �. p DOW CORNING 995 Q vuTT t) 0 O Q �aI C1. (A 6 V '9 3 GE RAPID SrFZ `H ^ m 00QOei Oa ZL I I• 1=1°01 0 IZ �Lij�£� DOOR HEIGHTS W/O HEAD RECEPTOR CONCRETE AT HEAD. HILL OR ,IAMB re - 3ow Psi MIN. DOORS W/O HEAD C -90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 Psi MIN. CLUSTER OF 6 ANCHORS. AT STILE ENDS AT HEAD & SILL 4 TEMP. GLASS 4 90' WTERLAYER 'OUPONT' vuTT t) 0 :NTRYOL4S BY 1/4' TEMP. GLASS SILICONE �aI C1. (A 6 V '9 3 GE RAPID SrFZ `H ^ m Z Oa ZL IGi 1=1°01 0 GLASS TYPE 'B' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 urowmg no. W02 -87 DESIGN LOAD CAPACITY - PSF DOM WTH HEAD RECEPTOR LIGHT REDUPORCING SEE SHEET 5 FOR DETAILS Pia amm I T 410.168 ANCHORS TYPE 'C' ANCHORS TYPE 'D' I ANCHORS TYPE 'E' M40 WA-) .( +) INT.( -) .( +) WT.( -) 24 30 36 42 48 54 so 754 73.0 7 &0 75.0 73.0 73.0 75.0 75.0 75.0 73.0 750 73.0 75.0 73.0 75.0 75.0 75.0 754 75.0 71.4 75.0 71.4 750 71.4 734 83.8 750 659 75.0 65.8 75.0 81.8 754 619 75.0 819 24 30 36 42 48 54 84 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 730 73.0 740 75.0 744 75.0 745 75.0 74.5 73.0 B89 754 889 73.0 88.9 734 615 750 615 75.0 1 615 749 575 749 575 74.8 1 575 24 30 36 42 48 W 73.0 754 75.0 75.0 7&0 7 &O 7" 75.0 754 7&0 1 7&0 75.0 73.0 683 73.0 6R.3 75.0 68.3 78.0 B1.1 754 61.1 75.0 01.1 729 55.8 72.6 55.9 728 55.9 24 30 36 42 48 96 73.0 734 7&0 75.0 75.0 73.0 754 729 750 728 7&0 728 75A 630 75.0 83.0 75.0 63.0 73.0 38.2 73.0 562 73.0 56.2 889 51.2 86.8 51.2 88.8 51.2 L48 96-1/2 754 7 &0 754 7 &0 7 &0 75.0 780 724 7&0 724 75.0 72.4 75.0 62.6 7 &0 120.0 7 &0 82.8 72.6 ss a 726 55.6 72.6 s59 88.1 $0.9 86.1 50.9 88.1 50.9 DESIGN LOAD CAPACITY - PEP LKMR4 WIN HEAD RECEPTOR mom REDUFORCING SEE SHEET 5 FOR DETAILS PANEL aCo WIDTH NOOK MC ANCHOR! TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' D%T.( +) tNT4-) .( +) OR.(-) EM.( +) WT.( -) 24 30 38 42 48 54 so 84 100.0 120.0 0.0 120.0 100.0 120.0 100.0 12D.0 0.0 120.0 100.0 120.0 100.0 120.0 0.0 120.0 100.0 120.0 100.0 120.0 jimoicio 0.0 120.0 100.9 1 20 .0 100.0 120.0 0.0 120.0 100.0 1204 100.0 12MO .0 120.0 100.0 120.0 100.0 120.0 0.0 120.0 100.0 120.0 24 30 ss 42 48 54 go 100.0 120.0 .0 120.0 100.0 120.0 100.0 1204 1 100.0 1120.0 100.0 120.0 100.0. lzao 100.0 lzao 100.0 lzao 100.0 120.0 1100.0 1 120.0 t00.0 120.0 100.0 120.0 1100.0 1120.0 100.0 120.0 100.9 120.0 100.0 1120.0 1120.0 100.0 120.0 24 30 36 42 46 54 96 100.0 120.0 100.0 12MO 100.0 120.0 100.0 120.0 1004 120.0 100.0 120.0 100.0 120.0 100.0 12MO 100.0 12MO 100-0 120.0 100.0 120.0 100.0 120.0 100.0 119.0 1004 119.0 100.0 119.0 100.0 110.3 1004 1103 100.0 110.3 24 30 38 42 46 102 100.0 120.0 100.0 1204 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1 100.0 120.0 100.0 120.0 1004 120.0 1 1 00.0 120.0 100.0 120.0 100.0 109.8 1100.0 100.0 1099 100.0 1009 24 30 36 0.2 4! Ica 100.0 12MO 100.0 120.0 100.0 120.0 1010 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1 100.0 120.0 100.0 120.0 100.0 11zz 100.0 112.2 100.0 ltzz 100.0 101.7 100.0 10.1 .7 100.0 101.7 TYPICAL ANCHORS: SEE ELEv. FOR sPACWG r- - - - - - - - - - - - - - --- - - - TYPE 'C' 1/4" DL4 LLTRACON BY 'ELCO' (Fw177 KSI. Fy-155 KS) THRU 1 B OR 213Y BUCKS INTO CONC. OR MASONRY 1 -3/4' MIN. EMBED INTO CONC. OR MASONRY O TYPE 'D' 1/4' DIA. ULTRACON BY 'ELCO' (Fwm K9. Fy -1113 K9) �+( DIRECTLY INTO CONC. OR MASONRY 1 -3/4" MIN. EMBED INTO CONC. OR MASONRY $ TYPE 'E' 414 SMS OR SELF DRILLING crwcule (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' IMO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 10 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) L - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAI - - NTED) J TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS re - 3000 PSI MW. C -90 HOLLOW /FLIED BOCK AT JAMBS rm - 2000 PSI MIN. DESIGN LOAD CAPACITY - PEP DOORS WITH READ RECEPTOR HEAVY REINFORCING SEE SHEET S FOR DETAILS FWM WOTH 488IL9 Irt� man ANCHOR! TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' 24 30 36 42 48 54 80 84 100.0 120.0 100.0 1120.0 100.0 1120.0 100.0 12D.0 100.0 120A 100.0 1120.0 100.0 120.0 100.0 120.0 100.0 1120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 12MO 1004 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 24 30 36 42 48 54 60 90 100.0 120.0 1000 120.0 100.0 1207 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1120.0 100.0 120.0 100.0 120.0 100.0 1120.0 100.0 12MO 100.0 120.0 100.0 1120.0 1004 120.0 100.0 120.0 100.0 1120.0 100.0 120.0 100.0 120.0 1004 120.0 100.0 120.0 24 30 36 42 48 54 90 96 1 00.0 120.0 100.0 12&0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 10 &0 120.0 100.0 120.0 100.0 120.0 100.o 126.0 100.0 1204 100.0 120.0 100.0 120.0 100.0 120-0 100.0 120.0 100.0 120.0 100.0 12" 100.0 120.0 100.0 120.0 24 30 38 42 48 54 10 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 12D.0 100.0 120.0 100.0 120A 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120-0 100.0 120.0 10 &a 120.0 100.0 1160 100.0 120.0 100.0 120.0 24 30 36 42 48 s0. 100 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120-0 100.0 120.0 100.0 120.0 100-0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1089 100.0 120.0 100.0 120.0 100.0 109.3 100.0 120.0 100.0 120.0 24 30 io0.0 120.0 100.0 120.0 100.0 1207 100.0 120.0 100.0 120.0 100.0 120.0 0 12&0 10040 120.0 100.0 120.0 12MO 100.0 120.0 IOU 120.0 110.7 1004 120.0 100.0 120.0 H100.0 120.0 100.0 12MO 100.0 120.0 120.0 100.0 120.0 100.0 12MO 120.0 100.0 120.0 IOU 120.0 11.0 100.0 120.0 100.0 120.0 1039 100.0 120.0 100.0 120.0 1'Ji48W7CaR4"spo Qmk wIq{agb�P1ar14� CHARTS AT LEFT ARE FOR DOOR HEIGHTS WITHOUT HEAD RECEPTOR. DOORS USING HEAD RECEPTOR MAY BE 1' HIGHER THAN SHOWN (SEE SKETCH) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING FRAME SILL '4A' & '4B' FOR DOORS USING FRAME SILL '4' LIMIT JAS AFOUO EXT.(+) LOADS TO 90.0 PSF. nA 000 38 70592 CAN. 38 DOORS WITH HEAD RECEPTOR CLUSTER OF 6 ANCHORS AT STILE ENDS AT HEAD CLUSTER OF 6 ANCHORS AT STILE ENDS AT SILL pEC % 0 r -ZF_ F W 6� A O 14 oa C v K cl 0 a x Z' .o pia (-w a. Of ,, ng n9. W02 -87 ,2 MAJOR UNT�'0CK ,a YaoR WT�.ocK ' B TY -095 O4 ,0- LONG A vY TueE ®T 0 STILE Y YNOR NTERIM ,s YOR NTERLOU FULL � LIGHT REINFORCING j Q 102 1 4s ,a- LONG 10- Logic as 0 ALUM TUBE ALUY TU9E _ E_ III ®T OF S71LE BOTTOM A TOP STILE 1 j� iCCp 4 M TUTU M �6 iS 1S C7 N in 44 Q 3� ULL LENGTH TUBE MEDIUM REINFORCING y z ALUM ...rye MwN o o O49 49 O ALUM TUBE ALUM TUBE $ $ C< m V O W FULL LENGIF'I PE K ALUY TUBE HEAVY REINFORCING Cw �SSSe y� drawing no. W02 -8% DEC 2 0 20 i s ar o TYPICAL ANCHORS IN PADS SEE ELEV. FOR SPACING AND CHART ON SHEET 4 MR MpAftnv I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND CHART ON SHEET FOR CAPACITY TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING AND CHART ON SHEET AND CHART E ON SHEET 3 FOR CAPACITY . DIS�T. FOR 'CARACOY to Z o� 8� OO il.. rq ul rd j nom , WOOD SUCKS AND METAL STRUCTURE NOT BY TM IrII Ifl� \�fl� Ifll If�l_1 Ifll WINDOWS] MUST SUSTAIN LOADS . a . IMPOSED BY BUILDING I I• tl -� Q O ►�u n�.�— ink I FIXED PANEL STILE TO FRAME. PANEL AND FRAME CORNERS AND HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. TYPICAL ANCHORS IN PADS SEE ELEV. FOR SPACING AND CHART ON SHEET 4 MR MpAftnv I TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND CHART ON SHEET FOR CAPACITY TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING AND CHART ON SHEET AND CHART E ON SHEET 3 FOR CAPACITY . DIS�T. FOR 'CARACOY to Z o� 8� OO il.. rq ul rd j nom , WOOD SUCKS AND METAL STRUCTURE NOT BY TM IrII Ifl� \�fl� Ifll If�l_1 Ifll WINDOWS] MUST SUSTAIN LOADS . a . IMPOSED BY BUILDING 0 18t" drawing no. W02 -87 I I• tl -� Q O _ U 1 I FIXED PANEL STILE TO FRAME. PANEL AND FRAME CORNERS AND HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. _ WEEPHOLES: I ��-�0 R I -, ;10CfRdEW>18p ONE AT EACH END OF EACH PANEL m� W2 (4) 1/4° WEEP NOTCH O _ ` ONE AT EACH END OF EACH PANEL �d,1 Z.Le I $$ I M A :Q HIGH STRE e DIST. AT DOORS WITH 4 MEFO REINWF�NCING .; b W Wl a d e 4 POURED & PC - SoG TYPICAL ANCHORS NOT By Th IN STAGGERED PAWS SEE ELEV. FOR SPACING TYPICAL ANCHORS AT BOTTOM CLIP MUST TRAP LOAnS In 0 18t" drawing no. W02 -87 � O _ U SEALANTS: Z O FIXED PANEL STILE TO FRAME. PANEL AND FRAME CORNERS AND Z a HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. _ WEEPHOLES: ��-�0 R W7 n (4) 15/16° WEEP NOTCH -, ;10CfRdEW>18p ONE AT EACH END OF EACH PANEL m� W2 (4) 1/4° WEEP NOTCH _ ` ONE AT EACH END OF EACH PANEL �d,1 Z.Le $$ AT DOORS WITH 4 MEFO REINWF�NCING g O Camum- M PANEL BOTTOM RAIL EW. NAVM MOM am RA PE CAIN.:P63B70m B _ °. O 53j 0 18t" drawing no. W02 -87 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING d 1/4" AEA% SHIM a D 7 n A DEC 2 P 2012 ro F� �o owl g�aP R 8 ' to a= ONm Z O arawmg no. W02 -87 1 2. O HEAD RECEPTOR GW 37654 aan 1.887 LF O® HEAD REINFORCING CHANNEL GW 37655 j^J.37s�j 25 2. L IIII ff 1_1062 �1.s9s�11-- 1.s9s�l ® FRAME HEAD GW 30710 3.378 --�j I 1.s7s .062 1.598 1.595 ® FRAME __(06PTIONAL) 1 O PANEL TOP RAIL GW 37632 to PANEL BOTTOM RAIL GW 37624 O DOOR FRAME JAMB 6 GW 34677 2.475 1.,44 .7so .082 1. 6w LOCK STILE 16 GW 37637 STILE ADAPTER GW 37629 18 MALE BUTT STILE Gw 37623 7 ® 21 FIX. PANEL CUP GW 37743 0 FRAME n LL FRAME STILE ADAPTER TM -G&'A I-- 1.200-1 .060 2.126 L d 3250 ® SILL COVER TM 095 1.200 .060 3.691 4.171 ® SILL COVER TM -074 to MINOR INTERLOCK GW 37628 ® MINOR INTERLOCK TM -105 1s7o .140 1.271 MINOR INTERLOCK REINFORCEMENT TM -107 LENGTH - PANEL HT. - 4.8' DEC I 0 2012 K �V t �o a24 Q9 4' zafs 'i m I to M 3 =" ONLM I 0- m Z .0 3Za F=1°oo w g g3 3 I drawing no. W02 -87 ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF. /SUPPL=/RRMARKS 1 OW 37654 1 HEAD RECEPTOR ALUM -6063 TS FRAME TOP 2 CW 30710 1 FRAME HEAD ALUM -8063 TO FRAME TOP 2A GW 32096 1 FRAME HEAD (OPTIONAL) ALUM -6053 TB FRAME TOP 3 OW 37655 8 HEAD RECEPTOR REINFORCEMENT (6" LONG) ALUM -6083 T5 AT HEAD ENDS & CENTER LINE OF PANELS 34 OW 37658 3 HEAD RECEPTOR REINFORCEMENT (12" LONG) ALUM -6063 T5 AT ASTRAGAi. & INTER M LOCATIONS 4 OW 37587 1 3 1/2" SILL ALUM -8083 T6 FRAME WWOM 4A TM -097 1 4 1/4' SILL ALUM -6083 T6 FRAME BOTTOM 48 TM -177 1 3 1/2" SILL ALUM -8083 TO FRAME BOTTOM 5 TM -095 1 DECORATIVE SILL COVER (OPTIONAL) ALUM -6063 TS FRAME BOTTOM SA TM -074 1 DECORATIVE SILL COVER (OPTIONAL) ALUM -6063 T5 FRAME BOTTOM 8 GW 34977 2 FRAME JAMB (TWO TRACKS) ALUM -6063 T8 FRAME SIDE 9 GW 37832 4 TOP RAIL ALUM -8063 T6 PANEL TOP 10 GW 37624 4 BOTTOM RAIL ALUM -6063 T6 PANEL BOTTOM 11 ON 37630 2 2X4" MAJOR INTERLOCK ALUM -6083 TO PANEL SIDES 11A GW 37630A 2 2"X4" MAJOR INTERLOCK ALUM -6063 76 PANEL SOES 12 TM -065 2 2"X3" MAJOR INTERLOCK ALUM -6063 T5 PANEL SIDES 15 GW 37625 2 MINOR INTERLOCK ALUM -6083 TS PANEL SIDES 15A TM -106 2 MINOR INTERLOCK ALUM -6063 T5 PANEL SIDES 18 OW 37623 1 MALE BUTT STILE ALUM -8083 TO PANEL ASTRAGAL 17 GW 37629 1 STILE ADAPTER ALUM -6063 TS PANEL ASTRAGAL 18 GW 37637 2 I= STILE ALUM -6063 TO PANEL SIDES 20 FXD 37743 2 BOTTOM CLIP (3 x 3 x 1/4 x 1 7/16" L0. ANGLE) ALUMINUM FRAME SILL 21 TP 37743 2 TOP CLIP (3 x 3 x 1/4 x 1 7/16" I.Q. ANGLE) ALUMINUM FRAME HEAD 22 - 3 3 1/4" X 1/2" X 1/8" X 12" LO. REINF. CHANNEL ALUMINUM ABOVE INTERLOCKS & ASTRAGAL STILES 23 - 1/MOV. PANEL .820" X 1.435" X .060" THK. CHANNEL, FULL LENGTN STEEL IN BOTTOM RAIL 24 - 1 /MOV. PANEL .BST" X 1.235" X .060" THK. CHANNEL, FULL LENGTH STEEL IN BOTTOM RAIL 26 WV -3033 AS REWD BULB TYPE VINYL VINYL HEAD RECEPTOR 29 4020 -PILE SINGLE ROW VLTRAFAB FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 30 4037 -PILE 2 /ROWS "ULTRWAB" FIN SEAL WEATHERSTRIP WOOL INTERIOR INTERLOCKS STILES 31 4020 -PILE SINGLE ROW "ULTRAFA9' FIN SEAL. WEATHERSTRIP WOOL FRAME JAMB /ASTRAGAL 32 - 2 1/2" x 2" LONG SELF ADHESIVE PILE PAD WOOL AT FRAME SILL 33 - 1 71e" x 3" LONG SELF ADHESIVE PILE PAD WOOL AT FRAME NEAR 35 TM -38205 2/ MOV. PANEL TM TANDEM ROLLER ASSEMBLY ALUMINUM /NYLON BOTTOM ACTIVE PANELS 36 TM -32476 1/ MOV. DOOR TM LATCH ASSEMBLY ALUM MALE ASTRAGAL. 37 TM -32424 AS REOD. TM KEEPER ALUMINUM FEMALE ASTRAGAL 38 2/ CORNER 08 X 5 /8" FM SMS - FRAME ASSEMBLY SCREWS STEEL - 39 - 2 #10 X 1/2" OH. SMS. - KEEPER MIST. SCREW STEEL FEMALE ASTRAGAL 40 8/PANEL #10 X 1" PH. SMS. - PANEL ASSEMBLY SCREW STEEL PANEL CORNERS 41 - (2 /CUP ) 014 X 1 -1/4' PH. SMS. - FIXED PANEL CLIP STEEL TOp /BOTTOM CLIPS / STILES 42 - 1 /CLIP 814 X 1 -1/2" PH. SMS. -TOP FIXED CLIP STEEL HEAD TOP INTERLOCK 44 AS REOD. 1 1/2" x 2" x 1 /8" REINF. TUBE. FULL LENGTH ALUMINUM AT EACH MINOR INTERLOCK 44A TM -107 AS REOD. 1 1/4" x 1 -8 /8" REINF. TUBE, FULL LENGTH ALUMINUM AT EACH MINOR INTERLOCK 45 AS REDD. 1 1/2 x 2 x 118" REINF. TUBE. 10" LANG ALUMINUM - 48 - 6 #14 x 1" PH. SMS. STEEL AT 50" O.C. MAX. ABOVE INTERLOCKS 49 - 3 2 X 4 X 1 /8" REINP. TUBE (LENGTH m PANEL W. - 8) ALUMINUM MAJOR NTERLOCKlASTRAGAL 50 - AS REOD SILICONE CAP SILICONE FRAME/HEAD RECEPTOR 51 - 2/LATCH g10 X 2" OH. MS. - ASSEMBLY SCREW STEEL LATCH ASSEMBLY 53 - 4 /CHANNEL 014 X 1 -1/2" PH. SMS. STEEL AT HEAD ALUM. CHANNEL 2`x4" MAJOR INTERLOCK GW 37530A TOPTIONALI t1 2 "x4" MAJOR INTERLOCK OW 37AM 12 2 "x3" MAJOR INTERLOCK TM -IBS 2 POINT FLUSH MOUNT HOOK LOCK AT MOVING PANEL LOCK STILE 42 -1/2" FROM BOTTOM FASTENED WITH (2) #10 X 5/8" FH SMS. (2) SURFACE MOUNT ALUMINUM KEEPERS FACING LOCK AT 35 -1/2" AND SO- FROM BOTTOM EACH FASTENED WITH (3) #12 X 2" PH SMS. 0 a 9 44� d � I 8 r!Y cy OHO a5 so t n to rn M a2 ONW t at Z . m 3 �Za m 1.2 0 R EnV MW •x 3 CIVIL FIA PE CAN. J7I82 drawing no. DEC 2 0 2012 W02 -87 V I T ' FRAME BOTTOM CORNER �aliw MU Fro 0 $0 Og a n 4 S W I ZOr Nm gc� W OZ e'IS Z Q a f Oma arowing no. W02 -87 MIAMI -DADE COUNTY M® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY F 1805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) m mid ova r T. M. Windows, LLC _ 601 N.W. 12" Ave. 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Hurricane Zone. DESCRIPTION: Series 01 Aluminum Sliding Glass Door (Re nforced) - L 4L APPROVAL DOCUMENT: Drawing No. W02 -87, titled "Series -350 Aluminum Sliding Glass Door (L.M.I.) ", sheets 1 through 10 of 10, dated 09/25/02, with revision "E" dated 03/13/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LEYIITATION: See sheet 6 of 10 for exterior (positive) pressure water rating vs sill height. 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 No. 08-0617.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jamie D. Gascon, P. E. t r�aa courery S kOA No .12- =041ti.15 Expiration Date: January 23, 2013. Approval Date; July 12, 2012 Page 1 T. M. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 01-1203.02) 2. Drawing No. W0247, titled "Series -350 Aluminum Sliding Glass Door Sheets 1 through 10 of 10, dated 09/25/02, with revision "E" dated 03/13/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 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 20394 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FIT,-5438 dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1009.03) 2. 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 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3088 dated 11/19/01 and FTL -3188 dated 03/23/01, both signed and sealed by Luis Figueredo, P. E. (Submitted under previous NOA No. 01- 1203.02) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Wafter 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 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2771 dated 01/15/01 and FTL --2976 dated 03/02101, bo signed and sealed by Antonio Acevedo, P. E. (Submitted under previous NOA No. 01-1203.02) r Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 12-0410.15 Expiration Date: January 23, 2013 E —1 Approval Date: July 12, 2012 T. M. Windows, LLC NOTICE OF ACCEPTANCEXVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al- Farooq Corporation, dated 03/29/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 08-0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial iirterest, issued by Al- Farooq Corporation, dated 03/21/12, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by Product Control, dated 01/20/05, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07- 1009.03) 3. Laboratory compliance letter for Test Report No. FT"595, dated 04/18/05 and FTL --5438 dated 12/13/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1009.03) 4. Laboratory compliance letter for Test Reports No.'s FTL -3088 dated 11/19/01 and FT1-3188 dated 03/23/01, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Luis Figueredo, P. E. (Submitted under previous NOA No. 01-1203.02) 5. Laboratory compliance letter for Test Reports No.'s FTL -2771 dated 01/15/01 and FTL -2976 dated 03/02/01, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Antonio Acevedo, P. E. ( Submitted under previous NOA No. 01- 1203.02) G. OTHERS 1. Notice of Acceptance No. 08- 0617.03, issued to T. M. Window & Door Co. for their Series "350 Aluminum Sliding Glass Door (Reinforced) - L.M.I. approved on 10/16/08 and expiring on 01/23/13. Jaime A Gaston-,P. E. Product Control Section Supervisor NOA No. 12-0410.15 Expiration Date: January 23, 2013 Approval Date: July 12, 2012 E -2 HEAD ANCHORS W/ RECEPTOR HEAD ANCHORS W/I DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SERIES -360 ALUM: _S�iRIN6 MISS DOER DESIGN LQAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 3 & 4. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE f---A. 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 18" MAX. CLUE ER OF 8 ANCHORS 14° LANG REINFORCING CHANNELS AT MTG. STILES _ 8" LONG REINFORCING CHANNELS AT ENDS & WMAIEDIATE LOCATIO a ��� gyr(PICAL ELEVATION tas T Ddb Aas Ne to DAYLITE OPENINGS: D.L.O. HEIGHT - HT - 7.728" D.L.O. WIDTH (FI( PMIEL) = PANEL WIDTH - 5.575" D.L.O. WIDTH OPER. PANEL) - PANEL WIDTH - 6.676° . - 0 Q� a Q. P a= � 0 N� coza - OTOwU1g 110. W02 -87 11,11 DESIGN LOAD CAPACITY - PSF BOONS O/0 Haw NSCWMR LIGHT DING SEE SHEET 8 FOR DELALS F*tEL wm mom DOOR to" emm ANCHOR TYPE 'A' ANCHORS TYPE 'B' ANCHOR TYPE `F' EXr.(+) W(-) .(+) INT•(-) EM.( +) 9R.(-) 24 30 35 42 48 84 So 754 754 78.0 7 &0 784 7 &0 78.0 784 7 &0 794 784 7 &0 780 78.0 78.0 78.0 78.0 7&0 784 71.4 784 71.4 784 71.4 78.0 089 7&0 659 780 88.8 75.0 819 7&0 61A 784 619 24 30 36 42 48 54 B4 78.0 784 780 78.0 784 7&O 784 784 75A 78.0 78.0 7&0 75A 74.6 7&0 744 784 74.5 75.0 684 7 &0 8 &9 7&0 9 &9 784 818 7 &0 81.5 7$0. 81.8 74A 879 749 879 74A 87.8 24 30 36 42 48 90 75.0 76.0 7 &G 760 7&0 7 &0 780 784 780 7&0 784 73.0 784 SL3 7 &0 00.3 784 SU 78A 81.1 780 61.1 78.0 61.1 729 889 728 85.9 72.6 8&9 24 30 38 42 48 96 754 754 7 &0 7&0 754 75.0 754 72.8 78.0 72A 784 M9 784 63.0 780 034 73.0 S &O 73A 56.2 710 50.2 73.0 562 884 812 8 &6 512 88.6 51.2 24 30 38 42 48 96-1/2 784 784 7 &0 780 7&0 7 &0 784 724 7 &0 72.4 780 72.4 784 629 7 &0 624 78.0 82.8 729 554 72.8 559 72.8 584 6&1 001 8&1 804 86.1 1 80.9 DESIGN LOAD CAPACITY - PSF DOORS W/O HBO RZCR MR mom REINFORCING SEE SHEET 8 FOR OETMAA FXa usm lHaaq. 0002 Hm u ANCHORS TYPO 'A' EXL( +) Wj -) ANCHOR TYPE 'H' 4 +) IM.(-) ANCHOR TYPE 'F' .( +) MT.( -) 24 �38 42 48 84 80 -_:• 100.0 120.0 MILO 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 t00 .O U.0 t20.0 100.0 120.0 100.0 1200 .0 120.0 100.0 120.0 004 109.0 100.0 120.0 100.0 120 984 981 100.0 120.0 IOU 120A 87.2 872 100.0 120.0 100.0 12MO 24 30 38 42 4B 64 87.2 IWA 120.0 1004 1 t20.0 100.0 120.0 100.0 120.0 100.0 1120.0 1 000 120.0 100.0 120A 1004 120.0 100.0 120.0 100.0 I t2.1 100.0 120.0 100.0 1204 100.0 102.5 IOU 120.0 100.0 120.0 95.5 SU 100.0 1201 100.0 120.0 24 30 38 42 48 54 98 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 11 5.7 100.0 120.0 100.0 12U 100.0 103.1 100.0 120.0 100.0 120.0 94.0 04.0 100.0 119.0 100- 119.0 872 872 10 &D 110.3 100.0 110.3 24 30 38 42 48 102 100.0 120.0 100.0 12MO 100.0 120.0 100.0 120.0 100.0 120-0 100.0 120.0 100.0 107.4 100.0 120- 100.0 120.0 98.8 08.0 100.0 120.0 100- 120.0 881 88.8 100.0 109.6 100A 1099 24 30 38 42 48 108 1 10 &0 120.0 100.0 120.0 1 IODA 1120.0 98.8 100.0 116.4 100.0 120.0 100.0 120.0 100.0 100.3 100.0 120.0 100.0 120.0 B81 S8.9 100.0 112.2 11004 1 1122 80.8 80.8 100.0 101.7 100.0 1101.7 120.0 TYPICAL ANCHORS: SEE ELEY. FOR wACDVG F TYPE 1/4_ ` DIA U LTRACN 9L - E OU - KS) - - - - C (F m S Fy5 H i INTO 213Y WOOD BUCKS OR WOOD STRUCTURES ' 1 -3/8' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4` MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' 1/4' M& ULTRACON BY 'ELCO' (Fu.177 KS. F7-188 RS) DIRECTLY INTO CONC. OR MASONRY 1 1 -1/4` MIN. EMBED INTO CONC. OR MASONRY 1 y TYPE 'F' 114 SMS OR SELF DRRIING SCREWS ( 2 06) I INTO MWMI -OADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') 1 DESIGN LOAD CAPACITY - PSF WOES W/O BEAD RECBFTOR HEAVY REINFORCING SEE SHEET 5 FOR MM S FM mcm OM ma ANCHOR TYPE 'A' ANtINQES TYPR 'B' ANCHOR TYPE 'F' EKr.(+)IINT.(-) 4 +) Imm-) 4 +) OAT.(-) 24 30 38 42 48 M - 60 84 100.0 120.0 I OMO 12MO 100.0 120.0 100.0 120.0 IOU 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1204 1004 120.0 100.0 120.0 100.0 120.0 100.0 109.0 took 120.0 100.0 120.0 98.9 981 100.0 120.0 100.0 120.0 87.2 87.2 100.0 120.0 100.0 120.0 24 30 36 42 48 84 W 00 100.0 120A 100A 120.0 100.0 120.0 100.0 120.0 100.0 1 20.0 100.0 120.0 100.0 120.0 100.0 120.0 ICU 120.0 100.0 112.1 tOOA 120.0 TWA 120.0 100.0 1024 100.0 120.0 100.0 120.0 85.5 9&5 100.0 120.0 100.0 120.0 87.2 87.2 100.0 120.0 1000 100.0 24 30 36 42 48 54 00 96 100.0 120.0 100.0 120.0 100A 120.0 100.0 120.0 1004 1200 1004 120.0 100.0 118.7 100.0 120.0 100.0 120.0 100.0 toll 100.0 120.0 100.0 120.0 94.0 94.0 100.0 120.0 100.0 120.0 87.2 87.2 100.0 120.0 IOU 120.0 820 S2.0 100.0 1204 100.0 120.0 24 30 36 42 48 54 •, 102 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1204 100.0 120.0 100.0 107.4 100.0 120.0 100.0 120.0 98.8 98.8 100.0 120.0 100.0 120.0 B89 SBA 100.0 120.0 100.0 120.0 00.2 802 100.0 120.0 1100.0 120.0 24 30 36 42 48 84 100 100.0 120.0 100.0 120.0 1100.0 120.0 100.0 11 &4 t00A 120.0 1 100.0 120.0 TWA 100.3 /004 120.0 100.0 120.0 OBA 00.9 100.0 120.0 100.0 120.0 80.8 80.8 100.0 120,0 100.0 120.0 74.3 74.3 100.0 120.0 1=0 12&0 24 30 36 42 48 114 1=0 120.0 100.0 120A 100.0 120.0 100.0 109.4 100.0 120.0 100.0 120.0 94.0 944 100.0 120A 100.0 120.0 912 832 10&0 120.0 100.0 120.0 7&2 752 100.0 120.0 100.0 120.0 24 30 36 42 48 120 11 1 100.0 120.0 100.0 120A 100.0 120.0 100.0 103.1 100.0 120.0 100.0 120.0 M.8 88.3 100.0 120.0 1010 120.0 7&1 1 78.1 1100.0 120.0 11 00.0 120.0 704 1 704 1100.0 1 IWA 1100.0 1120.0 DOOR HEIGHTS W/0 HEAD RECEPTOR INTO �12 STRUCTURES I ALL EXTERIOR (+) LOADS SHOWN ON THIS SHEET STEEL : t2 GA. MIN. . - 38 KM MIN.) ARE FOR DOORS USING FRAME SILL '4A' & '4B' I ALUMINUM : CONTACT THK. MIN. (DOU3 -TS MIN.) I FOR DOORS USING FRAME SILL '4' LIMIT (STEEL IN CONTACT WITH ALUMINUM TO 8E PUTTED � PAINTED) L - - - - - - - - - - - - - - - - - - - - - - EXT.( +)LOADST TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2' MIN. 811011198 e INTO WOOD STRUCTURE - 1' MIN. �- 4-10.19 INTO METAL STRUCTURE = 3/4' MIN, CONCRETE AT HEAD, S&L OR JAMBS re - 3000 PSI uN. DOORS 00/0 HEAD RECEPTOR Q=;? C -90 HOU.CW /FRIED BLOCK AT JAM I'm - 2= PSI MuL CLUSTER OF 6 ANCHORS AT STILE ENDS AT HEAD & SILL ' TEMP. OtASS .078' WTIMAYER 'STORM' VANCEVA COMPOSITE By %muT A' 1 r3/16- TEMP. GLASS 998 TEMP. GLASS .680' 04TERIAYER SEI4TR1'fB,AS BY 'OUPONT' r1/4' TEMP. GLASS `I SUCONE rCE HARD STRENGTH n GLASS TYPE 'B' GJ,AZING OPTION' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08- DEC -219 �V to z ff E � a pqen Vj m - ci QQU= g ^m ,u E � X. orcmng no. W02 -87 DESIGN WAD CAPACITY - PSF DOORS w= HEAD RBCEPIYIR UGHT F2MRCING SEE 94ET 5 FOR OE7AOS PANIX no= DOOR 99m ANCHORS TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' .(+) NT.( -) .( +) 0D.( -) .( +) WT.( -) 24 30 38 42 48 54 80 75.0 76.0 75A 7&0 760 75.0 76.0 710 75.0 7&0 760 75.0 75.0 760 75.0 76.0 710 7&0 764 71.4 764 71.4 75.0 71.4 7&0 659 78.0 85.6 78A 65.8 75.0 619 710 61.8 760 619 24 30 38 42 48 54 1'20.0 75.0 750 MO 710 75.0 75.0 710 754 78.0 76.0 780 710 784 74.5 710 749 750 74.5 75.0 869 75.0 88.9 79.0 88.9 76.0 819 %o 61.6 7&0 Bib 749 579 749 574 749 57.8 24 30 36 42 48 so 75.0 764 740 794 764 710 7&0 740 7&0 7&0 7&0 7&0 764 68.3 754 68.3 764 68.3 784 61.1 710 61.1 75.0 61.1 729 85.9 72.8 584 72.8 58.9 24 30 36 42 48 86 1 700 764 790 7&0 784 710 784 72.8 764 729 75.0 729 75A 630 784 010 794 03.0 730 882 73.0 58.2 73.0 58.2 669 51.2 66.8 51.2 88.8 51.2 24 30 38 42 48 95-1/2 754 7&0 78.0 1 794 1 75.0 1 710 784 724 7&0 72.4 784 72.4 784 628 75.0 62.8 7&0 628 729 55.8 72.6 559 728 $59 6&1 849 88.1 50.9 88.1 80.9 DESIGN LOAD CAPACITY - PSF DOOR$ VM 11&.00 RECEPTOR N®IDH RZINIMICINO SEE SHEET 8 1204 ME4113 Pmm acm IKWI 410.0.8 ANCHORS TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' .(+) W.( -) 4 +) OTT.( -) W40 NT.( -) 24 30 36 42 48 54 so 64 100A 120.0 1040 1120.0 100.0 120.0 tWA 120.0 100.0 120A IOU 120.0 1004 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1204 1004 120.0 100.0 120.0 100.0 120.0 10OA 120.0 100.0 120.0 1040 120.0 100.0 1'20.0 100.0 120.0 1 1040 120.0 24 30 38 42 48 54 go 1=0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1000 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 1120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120M 100.0 120.0 100.0 12MO 100.0 120.0 24 30 38 42 48 54 96 100.0 120.0 100.0 120.0 100.0 1220.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1240 .0 100.0 1040 1240 1240 100.0 100.0 1240 1220.0 1040 .0 100.0 11&0 100.0 t194 100.0 .3 1040 110.3 100.0 110.3 24 30 36 42 48 102 JIO:0.�012" .0 100.0 120.0 100.0 120.0 1040 0.0 100.0 120.0 100.0 120.0 100.0 1120A .0 1040 120.0 100.0 1240 100.0 .0 1=0 120.0 1004 1240 100.0 9 100.0 loss CODA 1099 24 30 36 42 48 106 !00.0 12DA 100.0 120.0 1100.0 100.0 120.0 IOOA 1204 1040 1240 100.0 1240 100.0 120.0 100.0 120.0 100.0 1240 100.0 1122 tO40 1122 100.0 112.2 100.0 101.7 100.0 101.7 10.0.0 101.7 TYPICAL ANCHORS: SEE ELEv. FOR sPA0040 - - - - - - - - - TYPE 'C' 1 /a" Ote ULTRAGON BY '' (Fv -177 K9. Fy -Iss xsO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD 5 o THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY j TYPE 'D' 1/4- DIA. ULTRACON BY 'ELCO' (Fu -177 KS!, Fy-166 KM) r� DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'E' 14 SEAS OR cc1 F O MLLIN • CCRM (CHAOS 2 CRS) j INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/67 INTO METAL STRUCTURES I STEEL : 12 OA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - - - J TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS T'd - 3000 PSI MN. C -90 HOLLCW /FDAED BLS AT JAMBS Pm - 20M PSI MN. ORSON LOO CAPACITY - PSF DOORS 10TH RRAO RECBPYOR HEAVY RXIMI KING SEE SHEET 8 FOR DETAILS � =a REWR IBDib% ANCHOR TYPE 'C' ANCHORS TYPE 'D' I ANCHORS TYPE 'E' .( +) WT.( -) .(+) 04T.( -) .(+) X" -) 24 30 38 42 48 54 80 64 10110 120.0 100.0 120.0 180.0 120.0 100.0 1210 1004 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 to40 120.0 1004 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1040 120.0 100.0 1200 1004 120.0 100.0 120.0 100.0 120.0 100.0 1�A 24 30 36 42 48 84 80 8o 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 240 100.0 120.0 IOILO 120.0 t00m 120.0 100.0 12MO 1040 120.0 100.0 120.0 1COA 12 40 100.0 120.0 1 Ca0 1 240 100.0 1220.0 100.0 120A 10 0.0 1204 100.0 12070 100.0 120A 100.0 I t20.0 100.0 120.0 24 30 38 42 48 54 60 SS tOOA 1204 100.0 112D.0 f 100.0 1240 1040 1240 100.0 1120.0 100.0 1240 1040 120A IO40 112D.0 100.0 120.0 100.0 1240 100.0 1 12MO ICO.0 t20A 100.0 120.0 1040 1120.0 100.0 1240 100.0 120.0 1040 1120.0 100.0 120.0 100.0 120.0 100.0 1120A 100.0 1240 24 30 36 42 46 84 102 100.0 1240 100.0 1 Inc 1040 120.0 100.0 120.0 1040 120.0 IODA 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1240 f 004 120.0 100.0 1240 1040 120.0 100.0 120.0 1040 120.0 100.0 118.0 to0.o 120.0 100.0 120.0 24 30 38 42 49 84 108 100.0 1240 100.0 1240 100.0 1240 100.0 120.0 loan 120.0 IaaO 120.0 ICD.O 12MO 100.0 120.0 100.0 120.0 100.0 120.0. 100.0 120.0 1040 120.0 IOOA lies 1004 120.0 1 100.0 120.0 100.0 113 10&0 120.0 1 100.0 120.0 24 30 35 42 48 114 100.0 120.0 100.0 120.0 1 100.0 120.0 100.0 12MO 100.0 120.0 1100.0 120.0 100.0 100.0 120.0 100.0 I A 100.0 1004 12&0 100.0 120.0 100.0 loom 120.0 100.0 120.0 24 30 38 42 49 120 100.0 112D.0 100.0 12" 100.0 1240 100.0 100.0 120.0 100.0 120.0 1040 100.0 12MO 1040 120.0 1040 100.0 1240 100.0 120.0 1. 100.0 120.0 100.0 ,20.0 CHARTS AT LEFT ARE FOR DOOR HEIGHTS WITHOUT HEAD RECEPTOR DOORS USING HEAD RECEPTOR MAY BE I' HIGHER THAN SHOWN (SEE SKETCH) tt>aN$h Pf67tB5 A111NO 11 gm�a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING FRAME SILL '4A' & '4B' FOR ODORS USING FRAME SILL '4' LIMIT EXT.( +) LOADS TO 90.0 PSF. DOORS WITH HEAD RECEPTOR CLUSTER OF 8 ANCHORS AT STILE ENDS AT HEAD CLUSTER OF 8 ANCHORS AT STILE ENDS AT SILL :i APR.. @ 2012 t1 zkk EI g z V9 0 $p °n V Q Leta J a 1 Ih 2! - drawing no. W02 -87 0 10- LQN6 ,0° ® TOP & BOITOYII ® TOP 8 of BTILE OF 1 MEDIUM REINFORCING MAJOR MOM INTERLOCK Q PRODUCTREVISM mew86 Flcd e ftlt Bugdbm � Z P ao 2 4 M � �Q�4d x o� Z- n. dra" no. W02`. -8% eheel 5 of 10 M� _FTER OCK o° LoNo LLN TUBE ;j- P & BOTTOM OF STU ,s MINOR WW I= FULL LENOTN LIGHT REINFORCING ALUM TUBE 0 10- LQN6 ,0° ® TOP & BOITOYII ® TOP 8 of BTILE OF 1 MEDIUM REINFORCING MAJOR MOM INTERLOCK Q PRODUCTREVISM mew86 Flcd e ftlt Bugdbm � Z P ao 2 4 M � �Q�4d x o� Z- n. dra" no. W02`. -8% eheel 5 of 10 TYPICAL ANCHORS W PAIRS 18Y WOOD BUCK SEE ELEV. FOR SPACNO (SEE NOTE SKEET 1) AND CHART ON STET 4 CK CAPACITY AT DOORS WITH MEDNM & HEAVY REINFORCING 12° LONG E CIST. 2 7 B" a s �e a 0 O ]!— q .4 1 a 0 W a Q e X ANCHORS GEREp PAIRSY TYPICAL ANCHORS FOR SPACKAG AT BOTTOM CUP TYPICAL. ANCHORS N PAIRS SEE EI.EY. FOR SPACNO � 'A 1112 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS N PAIRS SEE ELEV. FOR SPACM AND CHART ON SKEET FOR CAPACITY t ma w aM . EfKKE v as �� T; 70 SEALANTS FIXED PANEL STILE TO FRAME, PANEL AND FRAME CORNERS AND Z 3 z HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. DEPHOLES: 10 a° W1 m (4) 18/18° WEEP NOTCH ONE AT EACH END OF EACH PANEL W2 - (4) 1/4" WEEP NOTCH ` ONE AT EACH END OF EACH PANEL K�gpy R V�T AT W r IQ WITH 4 REW ORC%Q $ Q 333 V I Og AP 18 ,lad fifOglfig pf10. W02 —x.77 SEE ELT6. PANEL WMTH - CM m DAO LOAD BEARNG SHIM © m Q �. - rl. JWA I U4O J EXTERIOR PAKM WIDTH DOOR vam 10-Y W-DOD SUCKS ANCHORS SEE . Low MRM SHIM TYPM ANCHORS sm TfPM ANCHORS FOR SEE - FOR SP�640 1/4- LOAD Sm�� SHM X11111 �M.� I max- @3 =MAYkg With ft AT=HMENT TO METAL STRUCTU ilk ATTACHMENT ....., .,,:: -.. ,, _ STEEL OR ALUL41NLIM CONC, BLOCK 4.198 .050 2o',e , 7" 3 800 4m 0 HEAD RECEPTOR OW 37984 3 "75 ,L Q® HEAD REINFORCING CHANNEL OW 37984 S.S78 --y —F .824 2.000 LI II .062 Imo— ,.59414 -- ,.598 ® FRAME HEAD GW 307,0 5374 ---�j I 3L.082 F1.598 , "95 ® FRAME H (OPTIONAL) Ir O u 1 O PANEL TOP RAIL OW 37832 PANEL BOTTOM RAIL 10 GW 37824 DOOR FRAME JAMB STILE ADAPTER 0 OW 34977 OW 37929 2.475 1.144 .750 .082 1.800 is LOCK STILE I 18 MALE BUTT STILE V ON 37637 OW 37623 111 ® 2, FOL PANEL CUP GW 37743 ® ,,SILL ® FRAME STILE ADAPTER TM -08M r- ,too —I .080 2.1 5.280 M .992+1 SILL COVER ,.200 .060 3.691 LL 4.171 ® SS.L COVER 191 -074 is I MINOR INTERLOCK 15 OW 37628 MINOR INTERLOCK TM -108 —1.670 .,4G 1271 .�0 MINOR INTERLOCK REINFORCEMENT ® TM -107 LENGTH a PANE. HT. - 4.5° �4,V Z H0 P i� ZA loaf U Qg GO 'S z a w "O,ang no. W02 -87 LTEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPGER/RBMARKS 1 ON 37854 1 HEAD RECEPTOR ALUM -6063 TO FRAME TOP 2 OW 30710 1 FRAME HEAD ALUM -6033 TO FRAME TOP 2A OW 32088 1 FRAME HEAD (OPTIONAL.) ALUM -6083 TO FRAME TOP 3 BIN 37893 8 HEAD RECEPTOR REBNFORCEMEMT (8' LONG) ALUM -6003 TO AT HEAD ENDS & CENTER LIVE OF PANELS 3A GW 37899 3 HEAD RECEPTOR REINFORCEMENT (12" LONG) ALUM -6083 TO AT ASTRAGAL & DITERLOQC LOCATIONS 4 GN 37997 1 3 t/2* SILL ALUM -6063 TO FRAME BOTTOM ILA TM -067 1 4 1/4' SILL ALUM -6063 T8 FRAME BOTTOM 48 TM -177 1 3 1/2" SILL ALW -8083 TB FRAME BOTTOM S TM -095 1 DECORATIVE SILL COVER (OPTIONAL) ALUM -6063 TO FRAME BOTTOM SA TM -074 1 DECORATIVE SILL COVER (OPTIONAL) ALUM -6063 75 FRAME BOTTOM 6 OW 34977 2 FRAME JAMB (TWO TRACKS) ALUM -BOSS TO FRAME SIDE 9 ON 37632 4 TOP RAIL ALUM -6083 T8 PANEL TOP 10 GW 37624 4 BOTTOM RAIL ALUM -5083 T8 PANEL BOTTOM 11 OW 37830 2 2'X4' MAJOR WTERI.00IK ALUM -6003 TO PANEL SIDES 11A ON 37630A 2 2'X4' MAJOR INTERLO IC ALUM -6063 76 PANEL SIDES 12 YU-055 2 2`X3' MAJOR INTERLOCK ALUM -6083 19 PANEL SIDES 13 ON 37625 2 MINOR INTERLOCK ALUM -6063 TO PANEL SIDES 15A TM -108 2 MINOR INTERLOCK ALUM -6063 75 PANEL SIDES 18 DIN 37623 1 MALE SITT STILE ALUM-8063-TG PANEL ASTRAGAL 17 ON 37829 1 SOLE ADAPTER ALUM -6063 T5 PANEL ASTRAGAL /8 GW 37637 2 LOCK SOLE A1.UM-CIO63 TS PANEL SIDES 20 FOCD 37743 2 BOTTOM CUP (3 x 3 x 1/4 x 1 7/18' LG. ANGLE) ALUMNiNM FRAME BILL 21 TP 37743 2 TOP CLIP (3 x 3 x t/4 x 1 7118• LG. MOLE) ALUMINUM FRAME HEAD 22 - 3 3 1/4• X 1/2- X 1/8- X 12- LG. REIN. CHANNEL ALUM AIM ABOVE INTERLOCKS & ASTRAGAL STILES 23 - 11M OV. PANEL .620' X 1. 439' X Ate" TMC CHANNEL, FULL RENOTH STEEL N BOTTOM RAJ. 24 - 1 /MOV. PANEL .SW X 1.239° X CSW THK. CHANNEL, FULL LENGTH STEEL N BOTTOM RAIL 28 WV -3033 AS REO'D BULB TYPE VINYL VINYL HEAD RECEPTOR 29 4020 -MILE SINGLE ROW "ULTRAFAB- FN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 30 4037 -PILE 2 /ROBS "ULTRAFAB" FN SEAL WEATHERS'THBP WOOL INTERIOR INTERLOCKS STILES 31 4020 -PILE 3N0LE ROW "ULTRAPAB' FN SEAL WEATHERSTRIP WOOL FRAME JAMB /ASTRAGAL 32 - 2 1/2" x 2' LONG SELF ADHESIVE PIE PAD WOOL AT FRAME SILL 33 - 1 7/8" x 3- LONG SELF ADHESIVE PILE PAD WOO. AT FRAME HEAD 35 TM -38205 2/ MOV. PANEL TM TANDEM ROLLER ASSEMBLY ALUMINUM/NYLON SOTTCM ACTME PANELS 38 TM -32476 1/ MOV. DOOR TM LATCH ASSEMBLY -W/lANYL/SlM MALE ASTRAGAL 37 TM -32424 AS REOD. TM KEEPER AWMNUM FEMALE ASTRAGAL 38 2/ CORNER 88 X 5/6' FN SMS - FRAME ASSEMBLY SCREWS STEEL 39 - 2 810 X 1/2' OH. SMS. - KEEPER BST. SCREW sTEEL FEMALE ASTRAGAL 40 - S/PANEL 810 X 1" PH. SMS. - PANEL ASSEMBLY SCREW STEEL PANEL CORNERS 41 - CLIP #14 X 1 -1/4- PH. SINS. - FDIED PANEL CLIP STEEL TOP /BOTTOM CUPS/S- 42 - 1 /CLIP 814 X t -1/Y PH. SMS. -TOP FIXED CLIP STEEL HEAD TOP INTERLOCK 44 - AS REOD. 1 1/2' x Y x t 18" REINF. TUBE, FL ILL LENGTH ALUM PM AT EACH MINOR INTERLOCK 44A TM -107 AS READ. 1 1/4' x 1 -5/8' NEINF. TUBE, FULL LENGTH ALUMINUM AT EACH MINOR INTER LOCK 45 AS REOD. 1 1/2 x 2 x 118" REINF. TUBE, 10" LO X2 ALUMINUM - 48 - 8 814 x 1' PH. SMS. STEEL AT BM O.C. MAX. ABOVE INTERLOCKS 49 - 3 2 X 4 X t/6" RVINF. TC18E (IENUM - PANEL HT. - 87 ALUMINUM MAJOR INTERLOCK/ASTRADAL SD - A8 REOT) sIHJCONE CAP S=ONE JFRAWHEAD RECEPTOR 91 - 2 /tATCtt 10 X Y OL MS. - ASSEMBLY SCREW STEEL CATCH ASSEMBLY 53 - 4 /CIAO L 814 X 1 -1/2- PH. SLR, siEEL AT HEAD ALUM. CKANNEL 2'X4" MAJOR INTERLOCK OW 37830A (OPTIONAL) tt 2 z4" MAJOR INTERLOCK ON 37830 12 2 "x3° MAJOR INTERLOCK TM-065 I LOCKS 2 POINT FLUSH MOUNT HOOK LOCK AT MOVING PANEL LOCK STILE 42 -1/2- FROM 80TTOM FASTENED WITH (2) 010 X 5/8- FH SMS. (2) SURFACE MOUNT ALUMINUM KEEPERS FACING LOCK AT 35 -1/2" AND 50" FROM BOTTOM EACH FASTENED WITH (3) #12 X 2' FH SMS. ®_ B S A a •.FDA.' PFT C�7t�Q! L %,w t 0 p 1 I- IL ontxRng no. W02 -87 T LIN FRAME BOTTOM CORNER I U701� is z 0 CD to z fL crowing no. W02-87 MIAM MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode T.M. Window & Door Co. 601 N.W. 12* Ave. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hurricane Zone DESCRIPTION: Series ass Ooar, (Reinfbrcet) M APPROVAL DOCUMENT: Drawing No. W02 -87, titled "Series -350`- Aluminum Sliding Glass Door (L1VII) ", sheets 1 through 10 of 10, prepared by Al Farooq Corporation, dated 09/25/02 with last revision on September 16, 2008, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. See sheet 6 for exterior (positive) pressure water rating Vs sill height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 07- 1009.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDADE COUNTY 1P .M l ti NDA Nb't#$ -0617 3 Expiration Date: January 23, ii6 Approval Date: October 16, 2008 Page 1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 1009.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -87, titled "Series -350 Aluminum Sliding Glass Door (LMI) ", sheets 1 through 10 of 10, prepared by Al Farooq Corporation, dated 09/25/02 with last revision on September 16, 2008, signed and sealed by Dr. Humayoun Farooq, P.E B. TEST 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 24113.2.1, TAS 202 -94 Along with installation diagram prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -5438 dated 12/13/07, signed and sealed by Carlos S. Rionda, P.E. 2. 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 24113.2. 1, TAS 202 -94 Along with installation diagram prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3088 dated 11/19/01 and FTL -3188 dated 03/23/01, both signed and sealed by Luis Figueredo, P.E. (transferred from file # 07- 1009.03) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram prepared by Fenestration Testing Laboratory, Inc., Test Report No(s) FTL -2771 dated 01115101 and FTL -2976 dated 03/02/01, both signers and sealed by Antonio Acevedo, P.E. (transferred from file # 07- 1009.03) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC, prepared by Al- Farooq Corporation, dated 05/27/08 and last revised on 09/03/08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTM E1300- 02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 61 1. (Lkvi.,L Is aq L Chanda, P.E. Product Control Examiner NOA No 08 -0617.03 Expiration Date: January 23, 2013 Approval Date: October 16, 2008 E -1 T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva TM Composite interlayer", expiring on December 11, 2008. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus ", expiring on January 14, 2012. F. STATEMENTS 1. Statement letter of conformance and no financial interest, prepared by Al Farooq Corporation, dated 05/01/08 & 04 -14-08 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance, part of above referenced test reports. G. OTHER 1. This NOA revises NOA # 07- 1009.03, expiring Jan 23, 2013 2. Test proposal dated 01/20/05 approved by BCCO. Is aq I, Chanda, P.E. Product Control Examiner NOA No 08 -0617.03 Expiration Date: January 23, 2013 Approval Date: October 16, 2008 E -2 HEAD ANCHORS W/ RECEPTOR HEAD ANCHORS W/C DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 3 & 4. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIROOCTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRCANE ZONE ONO. IBY OR 29Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SIRUCTUAE. ANCHORS SHAD. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DREG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS 01CLU01NG IAJT NOT LIMITED 7D STEEEI//MMETAL SCREWS THAT COME INTO CONTACT IV OTHER DISSIAQIAR MATERVILS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 18' MAX cWSTER OF 8 ANCHORS 14' LONG REINFORCING CHANNELS AT MTG. STILES 8' LONG REINFORCING CHANNELS AT ENDS a: INTERMEDIATE LOCATIONS. 3— it a_l•. DAYUTE OPENINGS: D.L.O. HOW - DOOR HEIGHT — 7.125' D.L.O. WIDTH FDL PANEL) m PANEL WIDTH — 5.575' DLO. WIDTH OPER. PANEL) - PANEL WIDTH — 5.875' �v Z p4. S r 33 a S�m � ft 0 ZI drawing no. W02 -8% A C D E D F OPPOSITE a C a I -H B d IL D.L. CM. 0. L OPG. CLUSTER OF 6 MOV. PANEL WIDTH STILES} F'DL PANEL WIDTH / 3 _ it a_l•. DAYUTE OPENINGS: D.L.O. HOW - DOOR HEIGHT — 7.125' D.L.O. WIDTH FDL PANEL) m PANEL WIDTH — 5.575' DLO. WIDTH OPER. PANEL) - PANEL WIDTH — 5.875' �v Z p4. S r 33 a S�m � ft 0 ZI drawing no. W02 -8% 1900 ILI 9 111 L DEMON TOAD CAPACiTT - PSF DOORS N/O READ RRCEVrDR UGHT REINFORCING SEE S10T 8 FOR DEM S HORI. Pa S D000 � ANCHORS Im 'A' ANCHORS TYPE 'B' I ANCHORS TYPE 'r W40 INT4 -) 4 +) IM.( -) •( +) -4-) 24 30 36 42 48 34 00 7&0 75.0 75.0 7 &0 7&0 75A 7&0 788 73.0 786 78.0 78.0 756 73A MA 7 3.0 786 786 756 71.4 750 71.4 75.0 71.4 75.0 888 73A 658 736 S38 78.0 618 75.0 618 78" 618 24 30 30 42 48 54 84 7SA 73.0 MO 788 78.0 780 73.0 788 7&0 7&0 75A 78.0 730 748 75.0 740. 7&0 748 73.0 889 78.0 6&9 73.0 889 780 818 75.0 618 75.0 818 748 878 748 878 748 57.5 24 30 36 42 48 90 78.0 7&0 7&0 75A MO 730 738 7&0 7" 736 7&0 736 MA 88.3 780 8&3 75.0 680 730 61.1 75.0 61.1 7&0 at.l 77.8 559 77.8 3S9 72.6 5&9 24 30 38 42 48 98 78.0 78.0 75.0 7 &0 7&0 786 7&0 72A 736 72.8 786 72.8 7&0 53.0 MO 63.0 75A 834 73.0 88.2 710 38.2 73.0 58.2 8&8 511 88.6 81.2 68.8 311 24 >0 36 42 48 98-1/2 780 78.0 MO 78.0 78.0 738 756 72.4 73.0 724 736 120.0 736 120.0 100.0 82.8 100,0 120.0 72.6 SS8 728 55.8 726 N724 86.1 809 88.1 50.9 8&t 101.7 DESIGN LOAD CAPACFfY - PSF DDORS W/0 RUD oECEnoB IBDIOH BEINFORM SEE SNEET 8 FOR NVULS FM OCH DOOR v ANCHORS TYPE 'A' ANCHOR@ TYPE 'B' AN(�OIW TIPS 'F' .( +) WL( -) 4 +) W(-) •( +) W( -) 24 42-- 48 84 GD B4 100.0 120A 1004 120.0 100.0 120.0 100.0 120.0 IOOA 120.0 100.0 120.0 - ?00:0 100.0 120.0 120.0 100.0 100.0 100.0 100.0 100.0 120.0 100.0 100.0 100.0 120.0 120.0 120.0 1000 120.0 I IODA 120.0 100.0 120.0 100.0 100.0 tIOOA 120.0 100.0 120.0 24 30 38 42 48 54 00 100.0 120.0 100.0 I 12MO 1004 120.0 100.0 120.0 100.0 1120.0 100.0 120A 1006 00 12U 100.0 120.0 100.0 12U 100.0 120.0 tOD.0 1120.0 100.0 120.0 100.0 120.0 100.0 I 120.0 100.0 120.0 100.0 120.0 100.0 12MO 10" 120.0 24 30 36 42 48 94 98 100.0 12MO 100.0 120.0 100.0 12U 100.0 12U 100.0 120.0 100.0 120.0 100" 1206 100.0 120.0 100.0 120.0 IOU 12MO 100.0 126.0 100.0 120.0 100.0 11 &0 10010 119.0 100.0 11 9.0 100.0 110.3 106.0 110.3 100.0 110.3 24 30 36 42 N 102 100.0 t20.0 10D.0 120.0 100.0 120.0 100.0 120.0 100.0 12MO 100,0 120A 100.0 120.0 100.0 120.0 106.0 120.0 100.0 120.0 IOU 120.0 1004 120.0 100.0 109.8 10 &O 1098 100.0 1008 24 30 36 42 48 103 100.0 020.0 100.0 120.0 100.0 120.0 100.0 12MO 100.0 &0 100.0 120.0 0CLO 120.0 100.0 J20.0 0.0 100,0 120.0 100,0 112.2 100.0 21 100.0 1121 100.0 101.7 100.0 101.7 100.0 101.7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING r- - - - - - - - - - - - - ----- - TYPE 'K 114' TAPTYINS BY 'ELCO' I THRU iBY OR 28Y WOOD BUCKS INTO MASONRY OR CONC. 1 -3/4' MIN. EMBED INTO GROUT FILLED MASONRY OR CONC. I TYPE 'B' VC TAPcoNs BY 'ELCO' I DIRECTLY INTO MASONRY OR CONC. I O 1 -3/4• MIN. EMBED INTO GROUT FILLED MASONRY OR CONC. TYPE 'F' i14 SMS OR BFI F DRIL 1 me c_c_:REWC INTO APPROVED MULUONS OR METAL STRUCTURES STEEL : 1 /8' MIN. (Fy - 38 10 MN.) ALUMINUM : 1/8• THK. MN. (8083 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L- - - - - - - - - - - - --- - - - - -j . INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MN. INTO METAL STRUCTURE = 3/4 MIN. DOORS W/O HEAD RECEPTOR CLUSTER OF 6 ANCHORS AT STELE ENDS AT HEAD & SILL DESIGN LOAD CAPACITY - PRY DOORS W/o SAD IBCBFDDB WATT MMOORMS SLOE SIM S MR DETAILS FM � OOOR =aa9 ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'P .( +) W.(-) ( +) W.( -) ( +) W4-) 24 30 38 42 48 54 80 B4 100.0 120.0 100.0 120.0 100.0 120.0 100A 120.0 100.0 120.0 100.0 120.0 1000 120.0 100.0 120.0 100.0 120A 100.0 120A 100.0 120.0 IOOA 120.0 100.0 100.0 100.0 120,0 IODA 120.0 100.0 120.0 100.0 120.0 IODA 120.0 100.0 120.0 100.0 120.0 100.0 100.0 24 30 36 42 40 54 60 90 100.0 100.0 100.0 112CLO 11004 120A 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 12" 100.0 120.0 100.0 120.0 100.0 120.0 1006 120.0 100.0 120A 100A 12MG 100.0 120.0 IOU 120.0 100.0 11 8.8 100.0 120.0 10" 120.0 24 30 36 42 48 54 00 98 100.0 120.0 IOU 126.0 /00.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120A 100.0 120.0 100.0 120.0 100.0 120.0 100A 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 112.7 100.0 126.0 1006 120.0 100.0 10" 100.0 120.0 100.0 120.0 24 30 36 42 48 54 102 100.0 120.0 100.0 120.0 100.0 126.0 100.0 12&0 100.0 120A 100.0 120.0 100.0 120.0 100.0 120,0 1004 120.0 100.0 12MO 100A 120.0 1000 1120.0 100.0 1121 100" 120.0 1 00.0 120.0 1006 1017 100.0 12" 100.0 1200 24 30 36 42 48 54 100 100.0 120.0 1004 1200 100.0 120.0 100.0 120.0 100.0 1206 100.0 120.0 100.0 12" 1000 120.0 1004 120.0 100.0 1149 /006 120A 100,0 1200 10&0 104.1 100.0 120.0 100A 120.0 990 98.0 100.0 120A 100.0 12MO 24 30 38 42 48 114 IOU 120.0 700.0 120.0 100.0 120A 100.0 120A 100.0 120.0 100.0 1200 1000 120.0 100.0 120.0 IOU 1200 t00A 1078 100.0 120.0 1066 120.0 971 971 100.0 120.0 IOU 120.0 24 30 36 42 48 120 190.4 1000 12&0 100.0 120.0 100.0 120.0 100.0 120.0 IOMO 12U CODA 120.0 1008 113.5 100.0 120.0 1004 120.0 100.0 100.2 100.0 12" 1 100.0 120.0 1 20.4 1 1060 I 120.0 100.0 1 120.0 GLASS TYPES A OR B ARE APPLICABLE TO CHARTS 3/18' TEMP. GRASS �&L- Z A75' INTERIAYER STORIIGLASS' VANCEVA cowmsrrE F By IOLUTW s /te• TW. GLASS 0 DOW CORNING 998 6 , 8 �m8 I 1 1 n� A �bs� Q �: DOOR HEIGHTS W/O HEAD RECEPTOR ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING FRAME SILL '4A' & '48' FOR DOORS USING FRAME SILL '4' LIMIT EXT.( +) LOADS TO 90.0 PSF. NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 TL74P. GLASS 010• NTERLAYER DURYGLAS PLUS BY 'piPOHY �i /4' TEMP. MUSS SIUCONE rGE RAPID STROGLH GLASS TYPE 'B' GLAZING OPTIONS v ¢ 1 M 3c�am p � C ^0 , Zzf x Ora" no. W02 -87 DEMON LOAD CAPACITY - P8F DOORS wrm BRAD RECEMB LIGHT REDIFORCRIG SEE SHEEP D FOR DEMS F4DL will 0008 WOW ANCHORS TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPH T ANCHORS TYPE b' ANCHORS TYPE ( +) 00..( -) .( +) wT.( -) 30 38 42 48 54 80 76.0 7&0 7&0 780 700 754 76.0 78.0 780 750 76.0 760 78-0 7&0 76.0 754 75A 76.0 78.0 71.4 78.0 71.4 734 7t.4 784 869 754 95.8 7&0 00.8 75,0 619 73.0 81.8 75,0 .819 24 30 38 42 45 54 120.0 75,0 784 78.0 75,0 73.0 7g0 75,0 75.0 78-0 78.0 750 754 7 120.0 75,0 749 78.0 743 24 75.0 88.9 78.0 88.9 I O0.0 112MO 780 100.0 120.0 7 120.0 74.8 373 749 673 24 30 35 u 48 00 100.0 0 70.0 73.0 75,0 76-0 100.0 120. 7&0 120.0 75.0 78.0 a07" 6.3 78.0 883 764 883 100.0 .1 7&0 61.1 7&0 61.1 IOU 9 100.0 1200 729 55,9 24 30 36 42 48 98 100.0 120.0 100.0 78.0 73,0 100.0 VG&O 75,0 728 +7-N2 100.0 75.0 WA 36 73A 562 100.0 8&6 51.2 24 30 38 42 48 96-1/2 7&0 780 48 734 764 724 100.0 120,0 724 78.0 628 100-0 *77-4 100.0 120.0 728 859 60 53.6 6&1 6 &9 1 504 DESIGN LOAD CAPACM - POP ROOD was am mmm r R umm RTOIII/oDC010 SEE SW 0 FOR 4TA08 ANCHORS ANCHORS ANCHORS FAwFf. DOOR TYPE 'C' TYPE b' 1YPE 'E' Rim w aH°icw°s .(+)W.( -) .( +) tNr.(-) .( +) Had-) 24 100.0 1120.0 700.0 I 120.0 100,0 1120.0 30 10"1120.0 IOMOl 120.0 100.0 12MO 38 tOG.O 112MO 100.0 120.0 t00A 12MO 42 84 100.0 1 120,0 100.0 120.0 10060 12MO 48 100.0 120.0 100-0 1200 100.0 120.0 54 100.0 120.0 100.0 12MO 100.0 120A SO 100.0 1210 1000 120.0 100.0 120,0 24 $1=120.0 100.0 120.0 1000 120.0 30 100.0 120.0 100.0. 120.0 35 100.0 120.0 100.0 120.0 42 00 100.0 120.0 100.0 120.0 45 1000 120.0 100.0 154 100.0 1120.0 I WO 12MO 24 100.0 120.0 100.0 t20.0 100.0 120.0 JD 100.0 120A 100.0 120.0 I00A 120.0 36 100.0 120.0 100.0 120.0 100.0 120.0 42 98 100.0 1204 100.0 120.0 100.0 120,0 48 100.0 119.0 100.0 115.0 100.0 119.0 M 1004 1103 100.0 1103 100-0 1103 24 100.0 120.0 100.0 +120L.010=U 120A 30 100.0 120.0 100.0 120.0 36 102 100.0 120.0 /00A 120.0 42 100.0 100.0 12MO 48 100.0 1099 100.0 109.13, 24 100.0 120A 100.0 12&0 0100A 120.0 30 100.0 120.0 100.0 120.0 120.0 36 108 100.0 120.0 1004 12" 120.0 42 100.0 112T ODA 122 112.2 TYPICAL ANCHORS: SEE ELEV. FOR SPACING r- - - - - - - - - - - -- - - - - - - , TYPE 'C' 1/4' TAPCOts BY 'EttYY I I THRU 18Y OR 213Y WOOD BUCKS INTO MASONRY OR CONC. 1 aaa 1 -3/4 °. MN. EMBED INTO GROUT FILLED MASONRY OR CONC. TYPE V 1/4' TAPCONS BY 'Frtrf• DIRECTLY INTO MASONRY OR CONC. I o 1 -3/4' MM. EMBED INTO GROUT FILLED MASONRY OR CONC. TYPE 'E' A14 SMS OR SELF DRUM mpcwc INTO APPROVED MULLIONS OR METAL STRUCTURES STEEL : 1/8' MIN. (Fy m 38 KSI MIN.) i ALUMINUM : 1/8' THK. MM. (8083 -TS MIN.) L - - - (STEEL M CONTACT WiTH ALUMINUM TO BE PLATED OR PANTED) EDGE DISTANCES INTO CONCRETE AND MASONRY - 2 -1/2' MN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE m 3/4' MM. DOORS WITH HEAD RECEPTOR CLUSTER OF 8 ANCHORS AT STILE ENDS AT HEAD CLUSTER OF 8 ANCHORS AT STILE ENDS AT SILL DEMON WAD CAPACITY - P8P DOORS DYTH HEAD E1CWWR HEAVY MUNFORCING SEE SF= 5 FOR MMS FURL 4m 1� mcm ANCHORS C TYPE ' ANCHORS TYPE b' ANCHORS TYPE ( +) 00..( -) .( +) wT.( -) d +) Da.(-) 24 1000 1 120.0 100.0 112CLO 100.0 1120.0 30 100.0 120.0 100.0 120.0 100.0 120.0 RS 100.0 120.0 100,0 120.0 100.0 120.0 100.0 720.0 100.0 120.0 100.0 120,0 100,0 120.0 100.0 120.0 100,0 120.0 L4884 100.0 120.0 1000 120.0 100.0 120.0 IOOA 120.0 24 100.0 1120.0 100.0 112D.0 I O0.0 112MO 10 100.0 120.0 100.0 120.0 100.0 120.0 36 100.0 120.0 100.0 120.0 100.0 120.0 42 90 100.0 120. 7MA 120.0 100.0 120.0 48 100.0 120.0 100.0 120.0 100.0 120.0 54 100.0 120.0 IOU 120.0 100.0 1200 60 100.0 120.0 100.0 120.0 100.0 120.0 24 100.0 I 120.0 100.0 120.0 100.0 1120.0 >D 100.0 120.0 100.0 120.0 36 100.0 120.0 100.0 120.0 42 66 100.0 1200 700.0 120.0 48 1040 120.0 100.0 120,0 $10U12U 54 100-0 120-0 100.0 120.0 60 IOOA 120.0 100.0 120.0 24 100.0 120.0 10&0 120.0 100.0 120.0 30 100.0 120.0 100-0 120.0 100,0 120.0 35 42 100 100.0 100.0 120.0 120.0 100.0 100.0 120.0 120.0 100.0 100.0 120.0 121L0 48 100.0 120.0 100.0 120.0 100.0 120.0 54 100.0 120.0 100-0 120-0 100-0 1200 24 1000 1200 100-0 120.0 100.0 120.0 30 100.0 12U 100.0 120.0 100.0 120.0 36 42 100 100.0 120.0 100.0 120.0 100.0 120.0 100.0 12 &0 1010 120.0 100.0 12 &0 48 100.0 120.0 100.0 120.0 100.0 1210 54 100.0 120,0 100.0 120.0 100.0 1210 24 10" 120-0 100,0 12OA 100.0 120-0 30 1010 120.0 100.0 120.0 100.0 120.0 36 114 100.0 120.0 100.0 120.0 IMM 120.0 42 100" 120.0 1004 120.0 100" 120.0 48 100.0 120.0 100.0 120.0 too" 120.0 24 IOD.O 120.0 100.0 120" 30 1010 120.0 100" 120.0 36 120 1106.0 100-0 120.0 CODA 1200 NIOCLO120.0 42 100" 120.0 IOU 120.0 48 1156 100" 120" CFMtTS AT LEFT ARE FOR DOOR HEIGHTS WITHOUT HEAD RECEPTOR DOORS USING HEAD RECEPTOR MAY BE 1' HIGHER THAN SEIM (SEE SKETCH) ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING FRAME SILL '4A' & '48' FOR DOORS USING FRAME SILL '4' LIMIT EXT.( +) LOADS TO 90.0 PSF. NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 h nn.4 �a aka I3 � � 1 O�= 3N s m- QQ m I F3 ^ Z3o ZO. k ara1o111g no. W02 -87 MWR ZM= ALUM TUBE MEDIUM REINFORCING 0 PRODUCT REVISED l� o o z� �9 n R 0 O �i U d ONm x z li n �22g 9 no. W02-87 O0.7 ,O- AUIY TOE O TOP & eoTrow cww ,g Mom NTOUM µ FULL LIGHT REINFORCING TUBE MWR ZM= ALUM TUBE MEDIUM REINFORCING 0 PRODUCT REVISED l� o o z� �9 n R 0 O �i U d ONm x z li n �22g 9 no. W02-87 4� 4,. ..� A. s 4 KOH STRENGTH GROLR TYPICAL ANCHORS N PAIRS SEE V". FOR SPACING qMD CHART ON SHEET J 'FOR CAPACTY TYPICAL ANCHORS N PAIRS 4 SEE AND C MTFON SHEET 4 STRUCTURES �1�� FOR CAPACITY a' IL a It g SEE EL ANCHORS SPACING PAIRS SEE CHA FOR HEESTRUCTURES a AND CHART ON SHEET 7 FOR CAPACITY J to g _ OWC U g1 SEALANTS ; N m i O FIXED PANEL STILE TO FRAME, PANEL AND FRAME CORNERS AND z a HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. _ WEEPHOLES: a$a Wi - (4) 15/18' WEEP NOTCH ONE AT EACH END OF EACH PANEL W2 - (4) 1/4" WEEP NOTCH 8 ONE AT EACH END OF EACH PANEL A@ IT�gg AT DOORS WITH $ MEGRIM ty REINFORCING g eviduiceft � s � g ^moo i StRimullm Pik PE f la GAx F D drawing no. W02 -87 SEE ajzm PANEL WM m AT 3r OX. CAD FM SKM • � � i ill _�� ..� Y — �rr - jai - �P §'. ... ii _ ©p EXTERIOR OR INTERIOR lay WOOD sm PANEL =114 Tom wm Ile Mm BEA LCIAD F00 a FM SPACM FOR SPA= SEE 7 ;1A I METAL STRUCUIRES am"- SIRUCIlm FUN, PE CAX 1:41.1,.17., P ,d>I :. L : t : .M 7.1 P CONCRETE � - TEE � : .. N „ � ; � c; .. r o: Ill i ... eo 4.195 1.407 L i L... .. o� =2 2.018 1.I 1919 1.547 3 M 750 4 M 1= O HEAD RECEPTOR GW rasa 3975 ,: LF O® HEAD REINFORCING CHANNEL CW 37885 r.625 2.(00 2 ® FRAME � HEAD 1.595 ,588 ® FRAME __( _OPTIONAL) O PANEL L W 377632 GW 2 ® DOOR FRAME ,IAMB GW 34977 2.475 1.114 .o6z 1.800 O PANEL BOTTOM RAIL Is LOCK STILE i0 GW 37824 ,8 GW 37637 STILE ADAPTER GW 37629 16 MALE BUTT STILE GW 37623 3.147 3• ® 2t FDL PANEL CUP GW 37743 L C FRAME SILL (OPTIONAL) TY-087 Ill _ i 2141 F- ,.2o0 -, .080 2.1L 28 3250 ® SILL COVER TM-�s ,.200 560 3.89, 4.171 ® SILL COVER TM-074 ,5 MINOR INTERLOCK GW 37625 ® MINOR INTERLOCK TM -108 1.870 1-140 1.27, .G6G MINOR INTERLOCK REINFORCEMENT TM -107 UNOTH - PANEL HT. - 45' PRODUCT a coWeMa V.V Z S w 84 IL.w I 1310 a: I n Inv , il, *1 1' 11 4'i I Q no. W02 -87 ITBM PART f QUANTITY DESCFJPMN MATEM" TSw. /SUppLum/RSNArm 1 GW 37884 1 HEAD RECEPTOR ALUM -600 Ts FRAME TOP 2 GB 30710 1 FRAME HEAD ALUM -8083 TB FRAME TOP 2A G6 32096 1 FRAME HEAD ( OPDONAL) ALUM-4M TS FRAME TOP 3 ON 37695 8 HEAD RECEPTOR REINFORCEMENT (8' LONG) ALUM -6083 TS AT HEAD ENDS & CENTER LINE OF PANELS 3A ON 37658 3 HEAD RECEPTOR REWFOROEIIENT (12" LONG) ALUM -6063 TS AT ASTRAGAL & WTERLOCJX LOCATIONS 4 ON 37557 1 3 1/2' SILL ALUM -6063 T8 FRAME BOTTOM 4A TM-W 1 4 1/4' SILL ALUM -60&1 T8 FRAME BOTTOM 49 TM -177 1 3 1/2' SILL ALUM -8M TB FRAME BOTTOM 5 TM -095 1 OEWRATNE SILL COVER (OPTIONAL) ALUM -6083 Is FRAME ooTTOM SA TM -074 1 DECORATIVE SILL COVER (OPTIONAL) ALUM -6083 T5 FRAME BOTTOM a TAT 34977 2 FRAME JAMS (11100 TRACTS) ALUM -6063 T8 FRAME 591E 9 GW 37832 4 TOP RAIL ALUM -6083 TO PANEL TOP 10 GN 37824 4 ROTTOM RAIL ALUM -6063 T8 PANEL BOTTOM 11 GW 37630 2 2'x4' MAJOR INTERLOCI ALUM -6083 T8 PANEL SIDES 1 to CW 37M 2 29X4' MAJOR INTERLOCK ALUM -60&1 TS PANEL SIDES 12 TM -OBS 2 29X3' MAJOR INTERLOCXX ALUM -8083 T6 PANEL SIDES is GW 37825 2 MINOR INTERLM ALUM -6083 TS PANEL SIDES 15A TM -108 2 MINOR INTERLOCK ALUM -6083 TS PANEL SIDES 18 GW 37823 1 YALE BUR STILE ALUM -8083 T8 PANEL ASTRAGAL 17 ow 37629 1 STILE ADAPTER ALUM -6083 IS PANEL ASTRAGAL 18 ON 37637 2 LOCK SOLE ALUM -8083 TO PANEL SIDES 20 FXD 37743 2 'MALI BOTTOM CLIP (3 x 3 x 1/4 x 1 7/16' ALUMINUM FRAME SILL 21 TP 37743 2 TOP CLIP (3 x 3 x 1/4 x 1 7/18' 1 . ANxB,E) ALUMINUM FRAME HEAD 22 - 3 3 1/4' X 1/2' X 1/8' X 12' LG. FEWF. CHANNEL ALUMINA ABOVE INTERLOCKS & ASTRAGAL STILES 23 - 1 /MOV. PANEL ,SW X 1. 435' X LOBO' THx. CHANNEL. FULL XENGTH STEEL IN BOTTOM RAIL 24 - 1 /MOV. PANEL .680' X 1.2W X .060' THx. CHANNEL. FULL LENGTH STEEL IN BOTTOM RAIL 28 MY -3033 AS REO D BULB TYPE VINYL VINYL HEAD RECEPTOR 29 4020 -PILE SINGLE ROW 'ULIRAFAB' FIN SEAL. WEATHERSTRIP WOOL TOP & BOTTOM RAILS 30 4037 -PILE 2/ROWS 'ULTRAFAS' FIN SEAL WFATHERSDtlP WOOL INTERIOR INTERLOCIM STILES 31 4020 -PLE SINGLE ROW 'ULTRAFAB' FN SEAL WEATHERSTRIP WOOL FRAME JAMB /ASTRAGAL 32 2 1/2' x 2' LONG SELF ADHMW PILE PAD WOOL AT FRAME S61 33 - 1 7/8' x 3' LONG SELF ACHESWE PILE PAL WOOL AT FRAME HEAD 35 TM -38205 2/ MINK PANEL TM TANDEM ROLLER ASSEMBLY A mmm /NYLON BOTTOM ACTIVE PANELS 36 TM -32476 1/ MOV. DOOR TM LATCH ASSEMBLY ALUM MALE ASTRWAL 37 TV -32424 AS REA). TM KEEPER ALUMNUM FEMALE MRAGAL 38 2/ CORNER 08 X 5/8' FH 95 - FRAME ASSO Y SCREWS STEEL - 39 2 po x 1/2. OH. 9X5. - xEEPER INST. swo STEEL FEMALE ASTRAGAL 40 - a/PANEL 0+0 X 1' PH. SAS. - PANEL ASSEMBLY SCREW Sim PANEL CORNERS 41 - ( CLIP ) #14 X 1-1/4- PH. SIM - FOXED PANEL. CLIP STEEL TOPoMOTTOM CLIPSISMES 42 - 1 /CLIP #14 X 1-1/2- PH. SMS. -TOP FOXED CUP STEEL HERO TOP INTERLM AS REC. 1 i/2' x 2' x 1/8' ROW. TUBE, FULL. LENGM ALUMINA AT EACH MINOR INTERLOCK 44A TU-107 AS REOD. 1 1/4' x 1 -318' REINF. MBE. FULL LENGTH ALUMINUM AT EACH MINOR INTERLOCK 45 AS READ. 1 1/2 x 2 x 1/8' RENF. TUBE. 10' LONG ALUMINUM 48 - B #14 x 1' PN. SMS. STEEL AT SO' O.C. MAX. AIKAE INTERLOCKS 49 - 3 2 X 4 X 1/6' OW. TUBE (LENpiTH a PANEL W. - n ALUMINA MAJOR WMOCK /MTRAGAL 90 AS REQI) SUJCOKE CAP SILICONE FRAME/HEAD RECEPTOR st z/urcH 10 x 2' OH. M6. - ASSEMBLY SIREN STEEL LATCH ASSEMBLY S3 - 4 /CIW�pJEL /14 X 1 -1/2' PH. SMS. I STEEL AT HEW ALUM. CHANNEL 2'x4' MAJOR INTERLOCK GW 37630A (OPTIONAL) tt 2x4' MAJOR INTERLOCK GW 376M 0 2'x3' MAJOR INTERLOCK TM-08S p co"Iylas wbb ttn. "We. Aeuwb"�.r,`, N., E,4,.A 0_6 7 o'i ; �;�jgCxs ft L LOC x w1 KS: R4ICMWMi 2 POINT FLUSH MOUNT HOOK LOOK AT MOVING PANEL LOCK STILE 42 -1/2• FROM BOTTOM FASTENED WITH (2) #10 x 5 /8' FH SMS. (2) SURFACE MOUNT ALUMINUM KEEPERS FACING LOCK AT 35 -1/2' AND SO' FROM BOTTOM EACH FASTENED WITH (3) #12 X 2' FH SAS., .'Y '1 F O A Q� t g � m �aU #Nm O Mao 0 �Za X . CL S S dmwing no. W02 -8% I Cli r 0! m� U 3N� 1 95.- z3 3rZa 0 orcmng 110. W02 -87 MIAMFVE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.Rov_ /nera S1W Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Hurricane Zone. DESCRIPTIONKGIiDpe�iurled Aim =T MuIIion -- L.1V�.>t. APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. _ If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10- 1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA_ft. M0221119 le Expiration Date: November 21, 2017 fApproval Date: April 26, 2012 Page 1 SIW Imnact Windows, L).C. NOTICE OF ACCEPTANCE: EVIDENCE SUBM TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 2. 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Sella, P.E. ( Submiaed under previous NOA #07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous N0A #07= 101&06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #10-1004. 01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) � Ita I a, �021, 37" Manuel P.E. Product Con 1 lner NOA No. 1.09 Expiration Date: November 21, 2017 E -] Approval Date: April 26, 2012 SIW Irnnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December 05, 2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11 /11 /10 and expiring on 11/21/12. Manuel Per • Product Control ml r NOA No. 12 .09 Expiration Date: November 21, 2017 E.2 Approval Date: April 26, 2012 m MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANO CAN BE USED WITH ALL MIAMhDADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGuAlt LUMINw Tue HTL !f 10M MULLO"PROPERTES ON7 mom; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILWNG CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BULB BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COYFRMG (STUCCO. TILE ETC.). ANCLORING HEN )nIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE P PART aF 1F8S APPROVAL A LOAD DURATION INCREASE IS USED IN DESM OF ANCHORS INTO wGCD ONLY. MATEMU INCLUDING BUT NOT ULWED W SLED SS SCREWS, THAT CONE MID CONTACT WIN OMER DISSWILAR MMU LLS MEET THE RECUIREMEMS OF 2010 FLomaA BLDG CODE SECTION 2003.8.4, Imo— x.000 --I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CARTS AND GRAPHS AS FOUA'NS. STEP 1 DEfE M E mm LOAD REQUIRED PER ASCE 7 I FOR PARRCUTAR OPEPONO. EM 2 USE MPM —OADE COUNTY APPROVED CIAMNO PR?DUCTS MEEIIN; ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECRON 70 MULLION AS PER PRODUCTI APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIA WITH SrEP DESIGN RATING MORE THAN DESIGN LOAD SPE IN STEP 1 ABOVE USING ANCHOR TYPES ON SHHEEI 8 THRU 7 AND ?ANCHOR CHARTS STEP ON SHEET 4, sum ANCHOR TYPE WITH DM:N,,}}��RA = MORE THAN THE DESIGN WADS SPECIFIED IN STep L ABOVE. Q{1 ICT 14 4%V a I pr A O ,11 0�'s M o �o �. S w $a m ZU 7 Z a0mN ]rowing no. M07 -04 ,.zao 1 �0 1000 1 260 .37B 1.000 128 iTP. .12e .125 4.000 4.000 411 100 128 TIP. 1 X -,-j _X 4_ 1 X 4 1 -1/4 X 4 -1/2 MUtt -i�SN, M M TON CUSTOM MUWON ",8063 =76" SOBS -TB 6063 -T8 2.000 2.000 .128 .250 TYP. TYP. 4.000 4.000 2 x 4 I 2 x 4 I 2 x 6 I 2 X 6 STD. MUWON HEAVY MULLION STD. MUWON HEAVY MULLION 6063 -T6 6083 -T6 5063 -TS 6083 -T6 NOTCH OPTIONAL. e a MULLION CLIP (6x63 —T6) (ALT. TO ANMM) CLIP LENWHS MUST BE CUT TO RT SNUG INTO 20Y TUBE MUWONS. NOTCH OPTIONAL .128 a000 cars �rotauw FIA mowii� A „ IR, P� ^nN klienil Pads �w a0 a a� got IJrl 41110 j J 7 LJ �aM Z d� drawing no. M07 -04 L7� MM LOAD CAPACITY - PSF (TUBE MULLIONS) YQtIm 388 DESION LOAD CAPACH'Y - PSF (TOM NMUONS) 118.7 130,0 DESIGN LOAD CAPACITY - Po (TUBB MOLISONB) 130.0 130.0 13DA 90" 88' 72" - 1 -1 4 36A 48.1 34.4 61.4 862 130.0 3&4 872 1 1 -I 6 124.3 882 130.0 130.0 130.0 1 -1 4 33A 44A 31.3 ^� 78.4 WDID08 DOf& 1 x 3 1 8 4 1 x 4 4-112 8 x 4 8 x 4 I 8 x 8 9 x a ti41NDOB Dom• 1 x 5 1 x 4 1 x 4 4-!/8 2 x 4 2 x 4 2 x 6 2 x a ITUM CTMS. 1 8 6 1 8 4 1 8 4 4$1/8 8 x 4 8 x 4 8 x 9 8 x 8 18 -118' 28-1/Y 30' 37' 42' 48° S4° 60' 88' 7Y 1�, 411OTF1 (t6) 1881. SPAN STD. 8TD. CUSTOM CUSTOM STD. HEAW STD. HBAVY YAD1il (11) TULL SPAN STD. STD. CUSTOM CUSTOM SID. HEAVY SID. MAW 910TH M MI L SPAN STD. STD. CUSTOM CUSTOM STD. HBAW STD. HBA9Y 130.0 130.0 /9 -1/S' 28 -1/2' 130.0 13MO 13MO 1 130.0 130.0 1 130.0 I 130.0 130.0 19 -1/8' 28-1/Y 130.0 S&3 131L0 130.0 139.0 I 130.0 I 13MO 130.0 13DA 19 -1 /S' 28 -1/2' 70.0 - 378 59.3 78A SS.3 98.7 130.0 130.0 O 130-0 130A 13MUO 130.0 130.0 130.0 134 iW.O 130.0 4&4 NA 1.JO.0 13D.0 130.0 1�.0 13D.0 130.0 - - 42.8 888 �8 712 111.0 130.0 30' 88.8 130A 139.0 IX4 IXO 130.0 139.0 13U 130A 30° 38.3 414 87.9 130A 130.0 128.4 130A 130.0 130.0 30' 13&0 - - 378 80.3 35.3 SU 9&1 13&0 873 1238 37° 4&3 13U I= 13MO 130.0 130.0 130.0 1304 130,0 37" 323 332 71.3 ILIA 130A 10.01 130.0 130.0 130.0 3Y 110.8 - - 30.8 404 - 81.0 79A 1304 58.1 $ 42° 130.0 130.0 130.0 130.0 130A 130.0 130.0 130.0 42° - 828 95.3 127A 91.7 130.0 130.0 130.0 42° - - - 98.9 44.8 70.1 12&7 48` ts9.o 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48' �° - 844 8 &a 111.6 803 130.0 130.0 130.0 48" 1m' - - 31.4 - 393 81.3 112.6 84° �' 130.0 130.0 130A 130.0 130.0 130.0 13U 130.0 84' - 48.5 7 &4 99.1 71.4 1272 13DA 130.0 84° - - - - - 348 848 10&1 1238 13OA 13&0 130.0 130A 130.0 130A 130.0 80" 444 OU SU 842 114A 130.0 tXO or - - - - - 3&1 494 S&1 88' 72' 1126 130.0 130.0 13MO 130.0 130.0 130.0 130.0 88' - 440 828 81.1 5&4 104.1 11 &7 130.0 88' - - - - - - 448 818 p 7Yry[ � a 10&2 130.0 Ino 130.0 I3U I= 130.0 130.0 19 -1/8' 130.0 1�A 13&0 130.0 130A 130.0 13MO 1304 72" 19 -1/8' - 818 3&8 110.4 574 130.0 744 1304 538 130.0 9&4 130A 1088 130.0 130.0 130.0 72° 18 -118` - - - - - M8 - S8A - 418 - 74.1 408 11 &8 76.1 13MG p di 26 -1/2° 30' 13U 130.0 130.0 130.0 130A 130.0 130.0 130.0 28 -1/2" 372 7&7 124.7 130A 11 &4 1304 130A t3M 28 -1/2' - _ - 32.1 428 - 634 83.4 13C.0 �}jQdjt ♦Y. � � 130.0 130.0 130A 130.0 130.0 13&0 130A 13&0 37' 118.3 130.0 130.0 13DA 130A 130.0 130.0 130A 30" 37" 329 - 70.4 57.1 1102 89.3 130.0 1168 1028 83.4 130.0 1300 1304 130.0 130.0 130A 30° 37' - - - - - - 378 30.6 - - 47.3 383 73.7 898 130.0 108.8 z 42° 80 -8/8° 1018 130.0 130.0 130A 139.0 130.0 130.0 130.0 42' - 893 7&7 104.7 738 1304 1304 130.0 4Y - - - - - 338 US 9 &7 a 48" 88.9 1304 1304 13MO 130.0 130.0 13MO 1304 48' Be - 444 85.8 918 64.3 1144 130.0 13" 48° 13M - - - - - - 4&1 84.8 iY r 84° 794 1272 130.0 130A 130.0 130.0 130A 130A S4' 39.1 812 81.4 57.1 1012 12&1 130.0 84° 408 782 8M 71.1 1148 130.0 130.0 130.0 130.0 130.0 130.0 80° - 362 65.1 73.3' 51.4 91.7 1128 130.0 80' - - - - - - 38,8 87.7 S8' 8L7 104.1 130.0 130.0 130.0 130.0 130.0 130A or - 320 50.1 88.8 48.7 83.4 102.3 130.0 88' - - - - - - 33A 818 72° 59.3 85.4 130.0 130.0 130.0 13MO 13&0 130.0 7Y - - 489 Bi.1 428 T &4 838 130.0 7Y - - - - - - 30.7 8&4 19 -1/8° 1221 130.0 130.0 130.0 130.0 130.0 130.0 19 -1/8' 34.6 740 118.8 130.0 108.1 130.0 130.0 130,0 19 -1/8" - - 34.3 48.8 324 57.1 894 130.0 O tVO N 20 -1/2' 8&1 130.0 130.0 130.0 130.0 1304 130.0 28 -1/2' - S,&4 838 1112 7&0 130.0 130.0 130.0 28 -1/2' - - - 328 - 412 64.3 11 &0 30' 778 130.0 139.0 130.0 1304 130.0 130.0 30' - 472 738 982 M8 1228 130.0 130.0 30° - - - - - 3SA S88 104.3 _ 37' 42' 83.1 18�U 130.0 130.0 130.0 130,0 130.0 130A 37' - - 38.2 188 79.8 888 998 130.0 130.0 37' 144° - - - - - - 484 848 Q M 4 8&8 130.0 130.0 130.0 130.0 130.0 130.0 48' �, 4&0 130.0 13&0 130.0 1'.0.0 130.0 130.0 42° 48' �° - 33.7 - 827 4&1 70.1 81.4 48.2 43.1 87.7 76A 123.1 107.7 130.0 130.0 42' 48' - - - - - - - - - - - - 408 358 748 652 W On n [y 84° 43.2 1288 130.0 12&0 130.0 130.0 130.0 84' 41A 548 38.3 88.2 988 130.0 se - - - - - 318 578 N or or 72° YQtIm 388 73.9 118.7 130,0 108.0 130.0 130.0 13DA 90" 88' 72" - - 36A 48.1 34.4 61.4 862 130.0 3&4 872 1 105.1 124.3 882 130.0 130.0 130.0 33A 44A 31.3 86.8 78.4 130.0 324 61.6 9&4 114.0 904 130.0 130.0 130.0 30.7 404 51.2 719 130.0 18 -1/8° 28 -1/2' 30' 37' 42' 48' 84' 80° 88' 72' 74 -1/4' 74.8 130M 130.0 1 13MO 1304 130.0 130.0 130.0 18 -118' 28-1/Y 30' 37' 42' 48° S4° 60' 88' 7Y 1�, 1082 784 130-0 130.0 13D.0 834 11 &4 130.0 13U 130.0 130.0 130.0 130.0 7&1 34A 97.7 130.0 1304 478 101.9 I= 130.0 130.0 130.0 130.0 130.0 694 4&4 SM 130.0 1304 38.8 82.8 129.3 130.0 120.7 13MO 130.0 130.0 884 392 70.0 109.1 130.0 113.0 1�A 10&4 130.0 130.0 130-0 - W-37.0 49.3 34.6 81.8 96.1 130A - 83.7 997 30139.0 43.1 302 93.9 84.1 130.0 - 88.8 89.8 t09.4 927 13MO 130.0 130.0 38.3 47.9 74.7 130.0 - 814 79.7 S" 74.4 13&0 130.0 130.4 - 348 - 43.1 873 1238 - 4&3 728 988 87.7 120.7 130.0 130.0 323 40.4 812 1123 - 424 BBA 821 824 110.8 120.1 130.0 - - - - - - 58.1 103.0 ALL LOADS ARE EXT.( +) /INT.( -). NOM, MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Z .Um N HORMIG& MUWON 2 N } Am �T -6 4 MWO Muum SPAN TYPICAL MULLION ARRANGEMENTS + V12 came WIDTH (V) = W1 z �,. PRODucrltEVlsen FLA. PC ,9882 09 comPlYflIS WAh110 CAN. Bwtftcoh No , , 9 a By drawing no. y M07 -04 �Qtti sheet 3 of 7 YQtIm OLA UNG MULLION OIAMO PRODUCT PRODIXT 999 Z .Um N HORMIG& MUWON 2 N } Am �T -6 4 MWO Muum SPAN TYPICAL MULLION ARRANGEMENTS + V12 came WIDTH (V) = W1 z �,. PRODucrltEVlsen FLA. PC ,9882 09 comPlYflIS WAh110 CAN. Bwtftcoh No , , 9 a By drawing no. y M07 -04 �Qtti sheet 3 of 7 DEMON WAD CAPACITY - PSF SIIIQDOW DDffi. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19 -1/8• 130.0 130.0 130.0 130.0 26 -,/2° 130.9 W0.0 130.0 ,3DA 30" 130.0 130.0 130.0 130.0 F 3Y 120.8 130.0 130.0 130.0 42" 38 -3/8' 10841 130.0 12&7 130.0 48° 929 130.0 1128 t30.0 C 54° 826 130.0 100.1 130.0 n 80° 74.3 120.1 90.1 130.0 66" 878 109.2 819 130.0 QQ 72` 819 100.1 75A 130.0 19 -i/8' 130.0 130.0 130.0 130.0 yyy 28 -t /2" 127.6 130.0 130.0 130.0 d 30" 1128 130.0 930.0 130.0 3Y 91.3 130.0 110.7 130.0 42" -8/8° 808 130.0 878 130.0 48° 70.4 1138 88.3 130.0 54• 626 101.1 789 130.0 60° 88.3 91.0 88.3 130.0 to e6° 512 82.7 62.1 124.1 j o 7Y 4&9 78.9 56.9 1138 18 -1 18° 130.0 130.0 130.0 130.0 J 26 -1/2• 102A 130.0 1242 130.0 W a M 30° 90.8 130.0 108.7 130.0 t7 37' 73.4 118.6 89.0 130.0 In Z 42" 83° 64.7 104.5 78.4 130.0 � � " 48' 68.6 91.4 8&8 130.0 � Z U 54° 50.3 81.3 61.0 121.9 7 p Z a 1,1 m iv Be° 46.3 73.1 84.9 99.7 ANCHORS HORIZONTAL MUUmN 5 ?V) Be. 41.1 888 49.9 89.7 ttfPE A.B.0 OR 0 72' 37.7 61.0 4&7 91.4 ME AAC OR D AW.S TO BE I D n v 19 -1/8° 12DA 130.0 130.0 130.0 INSIDE RMIANQULAR SHAPE V) W t] 26 -1/2° 88.9 130.0 105.4 130.0 O 30` 78A 124.1 93.1 130.0 3 3Y 62.3 100.8 75.5 130.0 VERTICA rrQ r 42' 84.9 88.7 69.5 130.0 6 g 74 -1/4° P GLAZING GLAZING 6 Gf 48' 48.0 77.8 882 118.4 54' 42.7 89.0 51.7 103.4 ANCHORS 60` 34. 82.1 4&S 93.1 A.9.0 OR D C se• sag Se.a az.s eae 72° 32.0 81.7 389 77.8 �12 D 12121 ALL LOADS ARE EXT.( +) /INT.( -). Wl 0 Y NOTE: gem u ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS. °Q Ems. JA 1J AI! Y PRODUCE S FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) _ � 2 wz fla. PE�L70S92 �>'� � g (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) oaN BgiRBag 0.e / � /7 [D3y� p drawing no. ANC�iORS M07 -04 DEMON LOAD CAPACITY - P8F WDYDOTP D1M73. ANCHORS TYPE WIDTH (YQ MULL SAN A H C D 18 -1 /B' 114.7 130.0 130.0 130.0 2s -1/2° se.s 130.0 100.3 1so.o 30' 7s.1 119.2 88.6 130.0 3Y 89.3 98.8 71.8 130.0 42' 78" 822 60..4 83.3 128.8 48° 48.7 73A 88.4 1109 54' 40.8 66.8 49.2 9&5 60' 36.8 69.1 44.3 88.8 88° 33.2 83.7 40.3 80.8 72' 308 49.2 3&9 738 19 -1/8' 108.5 130.0 129.1 130.0 28 -1/2' 789 1242 83.2 150.0 �' 87.9 109.7 82.3 130.0 3Y 86.0 69.0 8&7 130.0 42' 84, 48.6 7&4 S8A 117.8 48' 424 8&8 81.4 1029 94' 37.7 81.0 45.7 91.4 80° 33.9 84.8 41.1 62.3 88° 30.9 49.B 37.4 74.6 72' 28.3 48.7 34.3 88.8 f9 -1/8' 832 130.0 9129 130.0 28-1 /Y 872 1Q8.7 B1A 130.0 89.4 98.0 720 130.0 3Y 0.82 n9 se.a 118.0 42' 98, 42.4 8&8 81.4 f029 48` 37.1 80.0 45.0 90.0 54` 33.0 83.3 40.0 80.0 80° 29.7 48.0 36.0 72.0 �" 27A 43.8 327 858 72' 24A 40.0 30A 80.0 19 -1/B° 82.6 1339 100.4 1�.0 28-1/2° 899 98.8 72A 130.0 30' 829 88.3 84.0 f 28.0 3Y 42.8 892 519 103.0 42' 108° 37.7 81.0 48.7 91.4 48° 33.0 53.3 40.0 80.0 54" 29.3 47.4 35.8 71.1 eo° z &a 0.27 320 ea.0 88' 24.0 369 28.1 88.2 72° 220 35.8 28.7 33.3 DEMON LOAD CAPACITY - P8F 11UU4DOOW DI6f8. ANCIi063 TYPE W@TFI {W} lOJU. �Atd A H C D 19 -1/8° 74.5 120.5 90.4 130.0 ze -1/2• s3s aee esa 130.0 X. a�A 7s.6 57A naa 3Y 38.5 823 48.7 83.4 42' lm, 339 84.9 41.1 82.3 48° 28.7 4&0 �.0 72.0 34' 2&4 427 320 64.0 0.o° a3.e 3e.a zaA 57.8 66° a1.s 349 26.2 Sea 72° - 320 24A 48.0 18 -1/8' 878 1098 821 t�A 28 -1/2° 48.9 78.0 59.3 f189 30• 0.3.2 89.8 824 104.7 3Y F24.0 88.8 428 849 42' 132° 49.8 37.4 748 48' 43.8 327 88.8 S4• 3&8 28.1 88.2 BO° 349 262 S24 88° 31.7 238 47.8 72° 28.1 218 43.8 19 -1 /B' 821 1W.4 78.3 iSO.D 28 -1/2° 44A 728 54.3 10&7 30' 39.8 84.0 48.0 98.0 37` 144` 32.1 51.9 369 77A 42" 28.3 48.T 34.5 88.8 48' 24A 40A 30.0 80.0 54' 220 38.8 28.7 53.3 ANCHOR }7 PRODUCT PRODUCT MULLION SPAN 1/4° ow. ULTRACONS a PER CUP (1 ON EACH WING)-) 2 PER i CLR CLIP tl WOOD 12ANGLi ° 1/4' DIA. ULTRACONS BY 'ELCO' ULYPACO S MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - YIN. EDGE 01ST. MIN. EMBEDMENT W000 1° 1 -3/8° BLOCK 2 -112° 1 -1/4° CONCRETE 2 -1/2° 1 -1/2° ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. (LIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - REPTANT COATINGS. SUCH AS BWNNOIIS PARR OR WATER -WHITE MERNCRMATE UICOUER. E I ' LNG 00 maw 1u PE, •71882' , OAK ' Am--. p /2.022. l,. .1 M 90 O awl Hilo 3 oh W Z 13.Um iv Syr � drawing no. M07 --04 1/4' CIA UL BACONS 4 PER CLIP (1 ON EAdC 00, 1/4° DIA. ULTR t PER CLIP (1 ON EACH 1/4' DLA ULTRAMNS 2 PER AMNG=M —q 1 an CLIP I i ALUUM2 x 1 e' X14 SMS 2 PER ANIXE 1/4° CIA 2 —9 IO CLIP #14 SMS 2' O.C. MIN. 2 PER ANGLE 1/4' q 6 ULTRACONS 1/4' CIA. ULTRACE FA. 2 PER CUP (1 ON EACH WINQ) 1 PER AN I I `Lv I FLOATING CUP 1 1 814 SMS 1/4' CIA, ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed - MK EDGE DST. MIN. EMSEGMENT WOOD 1° 1-3/8° BLOCK 2 -1/2° 1 -1/4' CONCRETE 2 -1/2° 1 -1/2' ALL CLIPS ANO ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED OMMY TO MASONRY TO BE PROTECTED WITH ALKAU- RISSTANT COATfNGS, SUCH AS BITUMINOUS PAINT OR WATER -WHILE MEniACRYLATE LACQUER, 1114e' DIA UVRACONS 2 PER CUP (1 ON EACH WING) Z °s QS c '/ h ANOL�r �4 Q z v fa LL fa Zmrl UZ V z a°§m N Q WIN • mm4onRd$� 81Ba8h F�Ba �q •0 d C BY dralYing no. M07 -04 meet a or 7 1/4' DIAL ULTRACONS g14 SMMS 1 -1/2" O.C. MIN. 3 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FR SNUG INTO TUBE MULLIONS. ANCHORS TYPE 1/4' DUl ULTRA 2 PER 1 X2x18' UM 814 Fh 1/8' THICK ALUM LEM ETC TUBES MAY BE NOTCHED AS SHOWN TO ALLOW D==ON CLIP ANGLE CAWK JOINT AFTER ASSEMBLY 1/4' OLA. ULTRACONS BY 'ELOO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. a MIN, EDGE DIST, MIN. EdBEDMENT WOOD 1' 1 3 :: BLOCK 2 -1/2' 1-1/4" CONCRETE 2 -1/2' 1 1 -1/2' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECRY TO MNISONRY TO BE PROTECTED WITH ALKALI — RESISTANT COATING$ SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. LON W—.- 14FH&W PER CUP FOR CHARTS A. B OR C 3 PER CUP FOR CHART D 1 -1/2' O.C. MIN. O.G. MIN. 1 -3/4' X 2" X 1/8' (FOR 29Y TUBI 3/4" X 2" X 1/8' FOR TUBANGI CUT TO FIT SNUG INSIDE TUE ANCHORS DETAIL 91 METAL TO METAL CONNECTION ro s a a� i� N 3 �° a W g�� g LL g � U a0m a _ (n FL. Imo, % CAA1.. B 2l H� Pa H drawing no. M07 -04 M® MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/buildingcode SIW Impact windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hurricane Zone. DESCRIPTION G ' Alu- inum-Tube MuWon —L�. : APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision B dated 09/29/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 09- 1021.11 and consists of this page 1 and evidence pages E- I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. F - NOA No. 104004.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M07 -04, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullions ", dated 10/01/07, with revision B dated 09/29/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (SubmNed under previous NOA #07- 1016.06) 2. 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Fixed Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 07- 4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel P E. Product Contro xami er NOA No. .01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated September 29, 2010, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 09- 1021.11, issued to SIW Impact Windows LLC for their Clipped Aluminum Tube Mullions — L.M.I., approved on 02/10/10 and expiring on 11/21/12. / Manuel Pe . Product Contro xam r NOA No. l0 .0l Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —BADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. -T - -- USING MULLION PROPERTIES T)NLY- NOTES : THIS PRODUCT HAS BEEN DESIGNED AM) TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WAM ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REOUIREMENTS LE: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SNAIL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL COVERING (STUCCO. ME ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF TFIS APPROVAL A LOAD OURA/IGN NDWASE IS USED IN DESM OF ANCIiM INTO WOOD ONLY, WITERI S MCLUDNG BUT MAT LIWTED TO STEEL/METAL SCREWS. THAT COME IMO CONTACT WRH OTHER DISSfMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA SLOG. CODE SECTION 2003AL4. 2.000 --�1 I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERWiE DESIGN LOAD REOUtt$D PER ASCE 7 FOR PARTICULAR OPENING, STEP 2 USE WW —DADE COUNTY APPROVED CLAM PRODUCTS MEETING ABOVE LOAD REQUIREMENTSS, STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DEEM RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE USING ANCHOR TYPES ON SHEET 3 THRU 7 AND ANCHOR CHARTS STEP g ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE OEM LOADS SPECIFIED 04 STEP i ABOVE —. :tT@DUCP RiVLt�O =2 6r Cadfl~6 ;CT y�V z Igo g1 �* C) a LF � ills c ZUJ� 0 ��Q v m zQ� J /A N � cz_7 m Z n° Z CLQw N Tn�o 4 " nOmng no. M07 -04 ,.000 �^- -y 1.000 {^- .379 I I y 1.000 p I I u9 .its 4.000 4.000 3.000 125 L M. L--375 1 X 3 1 X 4 1 X 4 STD. MULLION STD.' MULLION' CUSTOM MULLION -A-TA --- 5n83-T9 i RRRl -TR r- 2.000--j r- 2.000--1 .125 .250 6'000 TYP. M. 4.001D 4.000 L L-----j L, — , , L----j 2 X 4 I 2 X LLION 4 I STD. 2 X 6 STD. MULLION HEAVY MU MULLION 6063 -T6 6063 -T6 6063 -T6 I x,.2501 .290 129 4.900 890 t25 2.500 Imo--- 3.790 NOTCH OPTIONAL a a MULLION CLIP (8093 -T6) 1-1/4 X 4-1/2 (ALT. TO ANGLES) CUSTOM MULLION CUP LENGTHS MUST BE CUT TO FIT SNUG RnA t -Ta I INTO iBY TUBE MULLIONS. 2 X 6 HEAVY MULLION 6063 -TS NOTCH OPTIONAL 0 a MULLION CLIP (6093 -T6) `i (ALT. TO ANGLES)' CLIP LENGTHS MUST BE CUT TO FIT SNUG IMO 29Y TUBE WWONS. to %low Z n 0.3r Wg m H Z A 3 �o_ 12 V U, �aM 7 Z N u- F L" n n ] m C1 om . U I 2 n a v�l(no oe NOTCH nR OPTIONAL s g<m a .12s 4 Er4r. JI o A1B1 ri6BDUCT nEVAM 2.000 CN9. seeaplgNg WMAMV ^ AMA ib-- 2.000 � 4 ANGLE CLIP G /// v DESIGN LOAD CAPACTI7 - PSF (TUBE MUL130N3) 1 -1 4 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) vwDQ DIME. wam � YU1L SPAN 1 X 3 STD. I X 4 STD. 1 X 4 CU870M d t/2 CUSTOM 2 X 4 S'TD. 2 X 4 HEAVY 2 X 8 STD. E X B WINDO• DNS. 1 X 5 1 X 4 1 X 4 1:11/4 4/8 2 X 4 Y X 4 E X B E X 8 1 -t d WINDOW DIMS• 1 X 3 1 X 4 1 X d Mf/8 2 X 4 Y X 4 2 X 8 2 X 8 � n 19 -1/8" Ib,O HEAVY iWDM (h 1ML SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH (W) YI0.1. SPAN STO. STD. CUSTOM CUSTOM STD. XEAVY STD. HEAVY 28 -1/3" 130.0 130.0 tb.0 IbA 130.0 130.0 130.0 130.0 19 -1/8• 64J 130.0 Ib.0 130.0 Ib.0 t30A 130.0 130.0 19 -t/B' - 77.8 59.3 78.9 S9.J 98.7 130.0 Ib.O Z 130.0 IID.O 130.0 130.0 170.0 130.0 130.0 28 -1/2• 48.4 9g,S IJQO 130.0 130.0 130.0 130.0 130.0 28 -t/2• - - 429 58.9 39.9 71.2 1t1.0 130.0 70' J7' 1309 130.0 130.0 130.0 130.0 /30.0 130A 130.0 130.0 130.0 130.0 130.0 130.0 30• 41.0 87.9 130.0 130.0 128.4 130.0 130.0 130.0 30" - - 37.8 30.3 39.3 82.9 98.1 130.0 F 42" 130.0 130.0 130.0 130,0 130.0 770.0 130.0 170.0 tX.O 130.0 170.0 37• 4Y Jag 71.3 - 629 111.8 130.0 104.1 130.0 130.0 130.0 31- - - 30.8 409 51.0 79.5 ib.0 38 -3/B• 7e 98.3 127.5 91.7 130.0 130.0 130.0 42' - - - 35.9 - 44.9 70.t 12&7 48" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 IbA 130.0 46' - 54.9 86A I11S 80.7 t30.0 130.0 1304 48' 130, - - - 31.4 - 39.3 61.3 112.6 54• 60' 1279 130A 130.0 1300 130A 130.0 130,0 130.0 130.0 1300 130.0 130.0 130.0 130,0 13&0 54` 30' - 489 - N.0 78,4 889 99,1 30,2 7t.4 84,2 127.2 114.5 130.0 130.0 130A 130.0 y4• 34.9 544 100.1 1124 130.0 130.0 130.0 130.0 130.0 130.0 130.0 88' - 40.0 80' - - - - - 33.1 49.0 30.1 72' 19 103.2 1304 130.0 130.0 130.0 130.0 1X.0 130.0 72' - 7&8 82.5 573 81.1 74.4 SBA SJS 104.1 9&4 11 &7 1089 130.0 130.0 BB` 72' 81.8 - - - 40.9 79.1 IL -I/8• 26 130.0 t3" 130.0 130.0 130.0 130.0 tb.0 130.0 19 -1/8' 31.3 110.4 130.0 Ib.0 130.0 130.0 130.0 130.0 19 -1/8" - - NS 59.3 41,8 74.1 115.8 Ib.0 Lr6- -1/2' 30' 130.0 1X.0 1.0 130.0 13" 130.0 IWA 130.0 t30.0 130.0 IJ0.0 130.0 130.0 130.0 t30.0 130.0 26 -1/2' 30' 37.2 79.7 329 70.4 12{.7 110.2 130.0 1300 116.4 130.0 130.0 130.0 26 -1 /T' JT,t {2,g 53 •.J 83.{ 130.0 3Y 115.7 130.0 130.0 102.8 130.0 130.0 1X.o X' _ 379 473 73.7 170.0 42' 101.8 130.0 1300 1700 1304 1X4 7Y - 57.1 893 118.8 83.4 130.0 /30.0 130.0 37' - - - 309 - 30.3 599 to&e W-5 /8` iX.0 130.0 130.0 1300 130.0 130.0 130.0 42` �• - 50.3 7&7 104.7 73.5 1300 130.0 130.0 {Z" _ _ .. - - 339 $2.6 9 &7 48' 8&9 130.0 130.0 130.0 13MO 130.0 130A 130,0 18' - 44.0 889 91.6 843 114.6 130.0 1X4 48' 130 - - - - - - 48.1 849 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' - 39.1 81.2 81.4 57.1 1019 123.1 130.0 54' - 40.9 712 60• V39 130.0 1300 13OLO 130.0 130.0 170.0 80• - 312 $&1 733 51.{ 91.7 112.6 1304 80" - - - - - 309 67.7 1300 1300 1300 130.0 130.0 170.0 88' - 32.0 50.1 88.8 487 83.4 102-3 130.0 88' - - - - - - ]3.5 BIS 130.0 1300 130.0 1X.0 130.0 13110 72' - - 45.9 61.1 42.8 7&4 939 1X.0 72' in f9 -1 /8' 122.1 Ib.O 130.0 1]110 1X.0 1X.0 IXA 1X.0 19 -1/8' 34.5 74.0 I1S9 130.0 10&1 1300 130.0 130.0 18 -1/8' - - 34.3 45.8 32.0 37.t 894 130.0 O 26-1/2• BB.1 Ib.O I3DA 1700 130.0 130.0 130.0 130.0 26 -1/2' - Sa4 83.5 111.2 784 1X.0 I30A 130.0 28 -1/2• - 32.9 - 41.2 643 118.0 0 3• 779 170.0 130.0 130.0 130.0 170.0 130.0 130.0 30• - 47.2 73.8 982 6&9 122.8 130.0 130.0 b' 3 &s 589 104J JY 611 119.9 130.0 170.0 13&0 130.0 130.0 13U 37' - 3&2 599 78.8 53.9 99.8 130.0 1X.0 37• 144• - - - - - - 48,0 845 � M 42• �• 55.8 105.8 1X4 IXA /30.0 130.0 1X.0 1300 42' �• - 33.7 52.7 70,1 49.2 87.7 123.1 130.0 42• 405 7430 W 06M 48' 4&8 92.4 1304 130.0 1X.0 130.0 130.0 1300 48• - - {6.1 81.4 43.1 78.8 107.7 130.0 3.e• - - - - - - 315 85.2 m ZZ VI J 34" 432 822 12" 130.0 3200 t30.0 130.0 130.0 Se' - - 41.0 54.6 38.3 88.2 959 130.0 54' - - - - - - 31.5 37.9 4. � 80' 3 &9 73.9 11 &7 130.0 10 &O 130A 130.0 130.0 80' - - 38.9 49.1 34.4 81.4 862 t3O.0 Q: W 88" 314 572 1011 124.3 9&2 13D.0 130.0 170.0 or - - 33.9 94.8 31.3 55.B 7 &4 1.0 U Z 72` 32.4 819 88A 114.0 90.0 130.0 130A 130.0 72' - - 30.7 409 - 57.2 71.8 130.0 ARCHES 70 BE IN�8EO Z U m � 19 -1/8' 74.8 IXA 130.0 130.0 130.0 130.0 130.0 1X.0 19 -1/8" - 51.9 813 1082 719 1X.0 130.0 130.0 INSIDE RECTM1W11M SHAPE NOPo20NTAL MULLION a Y P 26 -1/2 30' 53A 47.5 1114 1 101.9 130.0 130.0 1304 1300 130.0 13CL0 1 1X.0 130.0 130.0 130.0 130.0 130.0 28 -1/2" 3W - 37.5 - 311 5&7 519 7&I 88.0 549 48.4 97,7 88.3 130.0 1700 130.0 13040 ' N An W 42' >B5 33.8 82.8 729 130.9 1139 130.0 Ib4 120.7 130.0 130.0 130.0 3Y - - 42.0 419 392 70.6 10 &1 1X.0 '- 3 %vulCAL PRODUCT' O3 0 74 -t /4' 10&4 130.0 130.0 1300 42' lo, - - 374 493 39.8 81.8 9&1 I30A ` MULLION 4ti" - 83.7 9&7 123.1 93.1 1X.0 1X4 130.0 48• 32,4 43.1 702 Sag 84.1 130.0 S4' 80' - - 569 91.0 889 79.7 109.4 985 82.7 744 130.0 130.0 1X4 1304 1X4 IJ0.0 94• 80' - - - 38.3 - 47.9 74.7 1304 88' - 463 725 899 87.7 120.7 130.0 - - - J4S - 43.1 873 123.8 PRODUCT PRODUCCT 72' - 424 685 BYf 82.0 110.8 120.1 t30 130.0 86' 72" - - - CIA fiA204G Q - - - 5&I 103GLAZING PRODUCT O C ALL LOADS ARE EXT.( +) /INT.( -). wl TYPICAL MULLION ARRANGEMENTS c ^ffi o � m MULLIONS RATED IN THESE CHARTS VERTICALLY OR HORIZONTALLY. MAY BE ORIENTED WIDTH (114) wI z w2 g (INTERPOLATION BETWEEN WIDTHS ALLOWED) Pu�1ucTHeer>�D s ■ TIA. PE 70592 N. cw . ixta. 0/o S a MULLIONS 2014 nfttc drawing "°' M07 -04 ! eet 3 of 7 DESIGN IAAD CAPACITY - PSF WIPIDOW DIMS. ANCHORS TYPE WIDTH (W) NULL SPAN A D C D 19 -1 /8' 26 -1/2' 30" 37" 42: 48" 54- 60' 86" 72" 38 -3/8' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.8 130.0 130.0 130.0 52.2 130.0 12 &7 130.0 92.9 130.0 112.6 130.0 62.6 130.0 100.1 130.0 74.3 120.1 90.1 130.0 67.5 109.2 81.9 130.0 61.9 100.1 75.0 130.0 19 -1/8' 26 -1/2' 30' 37' 42" 48" 54' W. 86' 72' 50 -5/8. 130.0 130.0 130.0 130.0 127.3 130.0 130.0 130.0 112.6 130.0 130.0 130.0 91.3 130.0 110.7 130.0 80.5 130.0 97.5 130.0 70.4 113.8 85.3 130.0 62.6 101.1 70.9 13xO 56.3 91.0 88.3 130.0 51.2 82.7 62.1 124.1 48.9 75.9 56.9 113.8 19 -1 /8' 26 -1 /2" 30' 37" 42' 48' 54" 60' 66' 72" or 130.0 130.0 130.0 130.0 102.5 130.0 124.2 130.0 90.5 130.0 109.7 130.0 73.4 11 8.6 89.0 1 130.0 64.7 1045 78.4 130.0 58.5 91.4 68.6 130.0 50.3 81.3 61.0 121.9 45.3 711 54.9 109.7 41.1 66.5 49.9 99.7 37.7 81 A 45.7 91.4 19 -118" 26 -1/2" 30' 37' 42' 48" 1" 6o' 66' 72' 1 74 -1/4' 1 120.5 130.0 1 130.0 130.0 869 130.0 1 105.4 130.0 76.8 124.1 1 911 130.0 62.3 100.6 79.5 130.0 549 8&7 66.5 130.0 48.0 77.6 58.2 11 6.4 42.7 69.0 51.7 103.4 38.4 62.1 465 911 34.9 58.4 42.3 84.6 32.0 51.7 38.8 77.6 DESIGN IAAD CAPACITY - PSF WINDOW DINS. ANCHORS TYPE WIDTH (W) MULL SPAN A D C I D 19 -1/8' 26 -1/2' 30' 37' 42" 48' 1' 80' 66' 7Y 76' 114.7 130.0 130.0 130.0 82.8 130.0 100.3 130.0 73.1 11 8.2 88.6 130.0 39.3 95.8 71.9 130.0 52.2 84.4 63.3 128.6 45.7 73.8 55.4 110.8 40.8 65.6 49.2 98.5 38.6 59.1 44.3 88.6 33.2 53.7 40.3 80.8 30.5 49.2 36.9 73.8 19 -1/8' 26 -1/2' 30' 37' 42" 48' 54' 60' 88' 72 84" 10615 130.0 129.1 13MO 7 6.9 124.2 93.2 130.0 67.9 109.7 82.3 130.0 55.0 89.0 66.7 130.0 4&5 78.4 58.8 117.6 42.4 6&6 51.4 102.9 37.7 8t.0 45.7 91.4 33.9 54.9 41.1 82.3 30.9 49.9 37.4 1 74.8 28.3 43.7 34.3 68.6 19 -1/8' 26 -1/2' 30' 37' 42" 48' 54' W. 66' 72' 1, 912 130.0 112.9 130.0 67.2 108.7 81.5 130.0 59.4 9 6.0 72.0 130.0 48.2 77.8 58.4 116.8 42.4 68.6 51.4 102.9 37.1 80.0 4&0 90.0 310 53.3 40.0 80.0 29.7 48.0 36.0 72.0 27.0 43.6 32.7 655 24.8 40.0 3D.0 60.0 19 -1/8' 26 -1/2' 30' 37' 42' 48" 54' W. BS' 72' 1 lob" 82.8 133.9 100.4 130.0 59.8 96.6 72.5 130.0 52.8 85.3 84.0 128.0 42.8 69.2 51.9 103.8 37.7 61.0 45.7 91.4 310 513 40.0 S.0 29.3 47.4 35.6 71.1 25.4 42.7 32.0 64.0 24.0 3&8 29.1 583 22.0 35.6 26.7 53.3 ALL LOADS ARE EXT.( +) /INT.( -). NOTE. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMS ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) IANCHOR7S DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A D C D 19 -1/8" 26 -1/2' 30' 3Y 42' 48' 54' 80' 88' 72' 120' 74.5 120.5 90.4 130.0 53.8 86.9 65.2 130.0 47.5 76.8 57.6 1t53 38.5 62.3 46.7 914 33.9 54.9 41.t 82.3 29.7 48.0 36.0 72.0 2 &4 42.7 32.0 54.0 23.8 38.4 28.8 57.6 21.6 34.9 26.2 52.4 - 32.0 24.0 48.0 19 -1 /8' 28-1/2' 30' 37' 42" 48' 54' 80' 86' 72' 132" 67.8 109.5 82.1 130.0 48.9 79A 59.3 11 &8 43.2 69.8 52.4 104.7 35.0 56.6 42.5 84.9 30.9 49.9 37.4 74.8 27.0 43.6 32.7 65.5 24.0 39.8 29.1 58.2 21.6 34.9 26.2 52.4 31.7 23A 47.6 - 29.1 21.8 43.6 19 -1 /8' 26 -1 /2' 30' 37' 42" 48' 54 144" 62.1 100.4 75.3 1 130.0 72-5 54.3 108.7 64.0 $1.9 V32.. 45.7 A26.753.3 40.0 35.8 TYPE 0 ANCHORS AAC OR D 110W20NTAL MULLION ARCHES TO BE 9YSCMBEO IIr54YE RECTANG" SHAPE J'PRm= lA:LA4 al GLAZING PROOIA:T PRONG MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - Wt + Wa rACPA a 1TA. PE / 782 C.A.N. 3638 g $9 41 9: L ANCHORS Aac OR o �v rrz $� g A a< `gym¢ N cn Z UUJ�3 � JO w� ..i `Z a Z DL U 03 N �y fgArno S 1 crowing no. M07 -04 z PER L --- - - - - -- , WC 1/4' MA. ULTF 2 PER CLIP (1 ON EACH LOW ID STRU wil 1 AV M& ULMM ii q WOOD FLOATING CLIP ANCHORS E 'A' 2 X 1/B' I ANGLE MIN. 1/4' DIA. ULTRACOHS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE SST. NW. EMBEDeLENT WOOD 1' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' z 9 p Co v� 9 Qa 0421 l lq� 1 41110 N m N z ~ O1 �N N J O LU OEM Z lJi W j LD U m Q N co 0 mt ALL CLIPS AND ANGLES TO Fit SNUG DITO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO NASONRY TO BE PROTECTED B 9 >3 WITH AUTAU- RESISTANT COARNM RICH AS WUWJOUS PAW OR � g s m WATER -WFUTE NETIWCRYLATE LACQUER. Engt: .IAYAD MWO t4*DUCFREI'MW p FLA. PE W2 a "MI wkh fk rb rw 8 �° fo d►or Ering TIO. P 39 V10 M07 -04 1/4. am LiLTRACONS 4 PER CLIP (1 ON EACH 1MNG) lay WOOD RUCK, I�v� 1 1 I � I I I 1/4• MA. tXN • "-'t CLIP (1 ON EACH 2BY WOOD BUCK ANCHORS TYPE 'B' 1/4- DIA. ULTRACONS 2 PER ANGLE rT m CLIP 814 SMS 1 -5/8• o.C. Mw. 2 PER ANGLE 1/4- DUL 2 FLOATING CUP 014 SMS 2. O.C. MRL 2 PER ANGLE 2x2x 1 /R' ALUM ANGLE 2x2x 1 /R -1 ALUM ANGLE 1/4- DIA. ULTRACONS Ed. 2 PER CLIP (I ON EACH WING) MIN. �I I� 1/4' DIA. ULTRACONS RT 'ELCO' ULTRACONS MAY 13E HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE OW. MIN. EMBEDMENT WOOD 1- 1 -31C RLOCK 2 -1/2- 1-1/4 - CONCRETE 2 -1/2- I -1/2- 1/4- DIA. ULTRACONS �v 1 PER ANGLE C n u v qIP 814 SMS 2 U U ALUM ANGLE Q yi p 2* PER ANGLE i i $ 8 n 4 roa z3� i ILz�= I � II tn (3 a O JN 1 J O J I A ' LU Q HI Z- -j v, ? O�U6 _j Nrno 3' Mw, 1/4- MA. ULTRACONS 2 PER CLIP (i ON EACH TANG) =ON —AD NOW M' WLTREM" s ALL CLIPS AND ANGLES 70 FIT SNUG INTO TUBE YULUON$, 1AN CONNECTED o67ECflr To MASONR/ TO BE PROTECTED F Cif% TOSB2ffiQ b UH TINGS, SUCH AS 87TUAQPIOUS PAINT OR 1 I 3n t g•, WATER- 1YHITE METNACRYIATE IACOUER. S 8 �MO7-04 awing na. ANCH RS TYPE 'C' 1/4- DIA. ULTRACONS Ed. 4 PER CLIP V i(A � (z ON EACH WING) 1(A Q z -1/z' g 14 S.M.S. UB 2/ CHANNEL TOE MULLION Z i \ •. MIN. • • •, o a r 'I �$ g ^a O it It U 11 11 - - -- d fu g 1 t 11 11 /14 F.H. O Q tr h-------- ------ �L��J BOATING CUP 2/ Ts-IOE p 1 /8• T1117dt ALUM C LENGTH TO g INTO TUBE MULLION I 1 I Nf1E5 MAY BE NOTCHED GLi{ tN J AS SHOWN OF CLIP ANGLED ALLOW NSTALLAliON 1 I CAULK JOINT AFTER ASSEMBLY Z W gt4 M SUS 2 PER CLIP FOR CHARTS A. 8 OR C 3 PER CLIP FOR CHART 0 Ed. 1/4. OU4 ULTRACONS ACCESS HOLE t -I/2. O.C. MN. m 2 PER ANGLE N • ----- ----- 2 ,•, ] O .J • J UT m^m it ------ _---- ---- ----- W z ZTHIS � 7SMS'.' SCREW CAN INSTALLED N EITHER /14 M 1 > i L_ ___ -_ _ J 2 X 2 X LE 11 ALUM ANGLE LI I UP OiiffiCDOK 5�j I 1 PER CUP I 1 f° O.C. Z U m 14 W YW. I � Q SS SMS 3 PER ANGLE 1 2• 1 1 /z' 1-1/2' I I 3 PER ANGLE 1 1 I I 1 y Q �OJ I 1 1 1 I 1 -3/4' X 2' X I /8' (FOR 213Y Tum O 3/4• X z• X 1/8• FOR (ter TUBE) LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 'WHERE ANGLES ARE NOT FIT M* CUT TO flT SNUG UBE TUBE NTO TUBE MULLIONS. ANCHORS TYPE 'D' ANCHORS DETAIL #1 g METAL TO METAL caNNECRpy t /a' aA. ULTRACONS BY •ELCO' ULTRACONS MAY BE HEX OR MT HEAD SUBSTRATE Ed. MN. EDGE 01ST. -UN. EMBEONEM m W000 1' t -3/8' BLOCX z -t /2• f -t /a• �S CONCRETE <m A CUPS AND ANGLES TO FfT SNUG INTO 7UBE MULLONS. CUPS •1 OR ANGLES CONNECTED ONECTLY TO MASONRY TO BE PR07ECTED . �' AHMAO ft,"UCT R&.'Vt o q WITH ALKALI - RESISTANT COAMNG% SIJCH AS BTTUMOVA PANE OR CNd. Astmmobin WA me M� s A 'm\ 54l WATER -WHITE METtNCRYIATE LACQUER. � 2 rD a drawing no. M07 -04 >slleet 7 of 7 z -1/z' 3/3/2014 Product Information for N.O.A. 09- 1021.11 Miami -Dade Courtly- Building - NOA To2. I. File Classification High velocity hurricane zone Category Windows Subcategory Millions Material Aluminum Applicant SIW Im12act Windows LLC - resuit deWil ann.asa ?aw alias = 702521 ) File Status Closed Expiration—Date November /21 /2012 Impact Rate Large and Small Missile Impact NbAmum_Design_Pressure_Positive 130 Mt' a)amum_Design_Pressure_Negatiwe 130 Description Clipped Aluminum Tube Mullion - L.M.I. Page Last Edited: Tue May 28, 201311:10:18 AM BEST OF THE 't WEB R http lhw6wndarrddade.gowWldng /pc- result appasp?tidNOA =09- 1021 .11&BasicSearch= Go&Classsifical ion= 0°lo2CUrrt aNn+ %2F +Unselected o2C1&applica... 1/2 M�MIAMI -DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamIdada, Loyjj 2 ern I T.M. Windows, L.L.C. 601 N.W. le Ave. 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Hurricane Zone. DESCRIPTION: geri;es=� Ohtswtu A► ut ainpin Door w / wo sidell" APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled " 2 0 Alum Outswing Door w /sidelites. sheets l through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34 -1/2" and the max sidelite width not to exceed 37 -5/8 ". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. 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 fled 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 # 06- 0327.02 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 I. Chanda, P.E. Fr�nna �y NOA No 12_030 &35; ^, APPROVED Expiration ]te: December 26,- 301-7- `tv�t� Approval Date: June 21, 2012 ro Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06- 0327.02) 2. Drawing No. W02 -77 Rev C., titled "230 Alum Outswing Door•w /sidelites", sheets 1 through_ Tof 7, prepared by Al- Farooq Corporation, dated 08 -28 -02 and East revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06- 0327.02) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 'and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No'. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02- 1016.09) 2 Additional referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # 0 06- 0327.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03 -08 -2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06- 0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 0 06- 0327.02, expiring on 12/26/17. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. 14 66:-j 1 . T haq I. Chanda, P.E. Product Control Examiner NOA No 12- 030835 Expiration Date: December 26, 2017 Approval Date: June 21, 20012 E -1 0 ANCHORS AT MTG. SRLE ENDS ANCHORS AT MULLION ENDS (8) READ. FOR WOOD DWALLATIO06- (5) REOD. FOR WOOD FNSTALlATIONS (4) REIX). FOR CONC./METAL INSTALAATIONS (2) READ. FOR CONC. /METAL INSTALLATIONS 71 5/8° y^ / u FRAME WIDTH SURFACE 8° 13' MAX. 5° MAX. SURFACE APPLIED 3° AI.SE MU�NTINS MAY BE USED %1 '°� �- t H� I CORNERS _ MAY BE USED %C1, '-- /°III. FALSE MUNTINS C I 1 /li p t _ y^ / u 11 J II _"- �-tt--- -_ d R n u == mac ==== II \II IN -ArII \ II \ 28 3.1- 34 I \ 1 \ 1 \ 1 /\ I tDCK OPTION I / I I 1 / 1 / / I / ACME 1 , 26 5/8 O.L OPC 34 1/2' ( XX ) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OITP- SWING`DE34R,= .9Ii)ffiTSS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE SHEET 2 FOR LIMITATIONS. i m ANCHORS AT MID. STILE ENDS /(5) REOD. FOR WOOD MWAL.LATiONS 149 3/8° / (2) REDD. FOR CONC. /METAL INSTALLATIONS rrywle cvw+n to 1 F 4� LL 8g n 11wi all t _ y^ II 11 R G H /li p LOCX\ I+ / II OPTION .et H to � __ 11 II 10 11 IN-P ACTIVE I to 1 F 4� LL 8g n 11wi all 33 3/8' 25 1/2° 25 1/2' 33 3/8° m gg D.L. OPQ D.L. OPO. D.L. CPG. D.L OPG. \ 3 a =j 8 ,� tom. 1 R F ° 1 1/4° PANEL WIDTH J4 1/2' a PANEL WIDTH 1 1/4° 37 5/8° 71 5/8' 37 5/8' SIDEUTE WNTH - DOOR FRAME WIDTH SIDELITE WIN TYPICAL ELEVATION ( OXXO ) ='U mewltlmlAa c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOM INTO WOOD ONLY. MATERIALS INCLUDING BUT Nor LIMITED TO 5TEEL/METAL SCREWS, THAT COME INTO CONTACT' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTIO14 2003.8.4. 1 C A - - -- LAMINATED GLASS g < T . LARGE MISSILE IMPACT IL f drawing no. .. _. u W02 -77 t _ y^ a= R 33 3/8' 25 1/2° 25 1/2' 33 3/8° m gg D.L. OPQ D.L. OPO. D.L. CPG. D.L OPG. \ 3 a =j 8 ,� tom. 1 R F ° 1 1/4° PANEL WIDTH J4 1/2' a PANEL WIDTH 1 1/4° 37 5/8° 71 5/8' 37 5/8' SIDEUTE WNTH - DOOR FRAME WIDTH SIDELITE WIN TYPICAL ELEVATION ( OXXO ) ='U mewltlmlAa c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOM INTO WOOD ONLY. MATERIALS INCLUDING BUT Nor LIMITED TO 5TEEL/METAL SCREWS, THAT COME INTO CONTACT' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTIO14 2003.8.4. 1 C A - - -- LAMINATED GLASS g < T . LARGE MISSILE IMPACT IL f drawing no. .. _. u W02 -77 371 1 78 1/I I O1 \ \ 118 3/10 M" \ (X) 4XO 71 s•_ /6• MAX. • 110 1/2- MAX (OXO) I 16^ u.. (XOX) 149 3/8' MAX. (XX) (XXO) (OXX) APPMMO CONFIGUJ ATIONS MAXIMUM DESIGN LOAD RAT94G = + 80.0 PSF (TOR SaLS SHOWN ASM OR SMALLER) - 90.0 PSF FOR INSTALLATIONS WHERE WATER INFLTRA11014 RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1 -5 /B" THRESHOLD +53.3 PSF 2 -5/8" THRESHOLD - +80.0 PSF 3 -1/2" THRESHOLD ® +$O 0 PSF -i 1TO FSF rplol ►z (OXXO) 3�MAx. (0) 3/18' HEAT STREN-D CUSS .090 INTERLAYER SWLEX ING BY 'SOL.UTIA' 3118' HEAT STREN'0 CLASS GLAZING DETAIL =_ GLAZING DETAIL z /v 090 OTTERLAYER i\ 5A,, X IIIG BY 'SOLUTIA• F SIMONE GLAZE SW 3/18 HEAT STREpN'D GU.SS QS TR �7� O N + ' (XOX) 149 3/8' MAX. (XX) (XXO) (OXX) APPMMO CONFIGUJ ATIONS MAXIMUM DESIGN LOAD RAT94G = + 80.0 PSF (TOR SaLS SHOWN ASM OR SMALLER) - 90.0 PSF FOR INSTALLATIONS WHERE WATER INFLTRA11014 RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1 -5 /B" THRESHOLD +53.3 PSF 2 -5/8" THRESHOLD - +80.0 PSF 3 -1/2" THRESHOLD ® +$O 0 PSF -i 1TO FSF rplol ►z (OXXO) 3�MAx. (0) 3/18' HEAT STREN-D CUSS .090 INTERLAYER SWLEX ING BY 'SOL.UTIA' 3118' HEAT STREN'0 CLASS GLAZING DETAIL =_ GLAZING DETAIL z 3/18' HEAT STREN'D GLASS 090 OTTERLAYER 5A,, X IIIG BY 'SOLUTIA• F SIMONE GLAZE SW 3/18 HEAT STREpN'D GU.SS QS TR �7� O N + ' bOO TREYCO TRL3X;{ROS Z30 za 700 II N VVV i=1°oa k 5 dl� o IL 0.4 -OVERALL LAM. GLASS 0.460' OVERALL LAM. GLASS GLAZING DETAIL =_ GLAZING DETAIL (DOOR LEW) (Swaim �Ss j QS O N + ' p.-m Z30 za 0 i=1°oa k a�eaucrl H 1 NOTE: EGRESS REQUIRFIMENTS TO BE REVIEWED BY AHJ. B En • am CAS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION "`' . '. W02 --77 DECLARATORY STATEMENT DCA05— DEC -219 d • ;; ;;� : ` 3/ 2- TYPICAL ANCHORS ALT. 1u�'"Mi I mXX TAL ZUCNRE �v MULLION &ATE SON ANCHORS LEDGEr ADE COUNTY APPROVED SEE Z oo 81 °r a TYPICAL ANCHORS TYPICAL ANCHORS LTYPIrAL ArXxroRS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE 0"ARONS SEE ELEVATIONS �j Q Q FOR SPACING FOR SPACING FOR SPACHO FOR SPACING a ca TYPICAL ANCHORS: SEE ELLY. FOR sPACING d tj 9l {- TRAi;ON- $SF "'F'i�1,'ii '(Fw177 OL Fyo1S3 XSI) g d WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS ii�� F MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 20Y WOOD 8UCKS OR-WOW STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 -3/4" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY �^ 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY � o 1/4- DUL SELF DRILLING SCREWS (GRADE 5 CRS) M INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8-) ��I4 INTO METAL STRUCTURES < _ STEEL : 1/8. THK. MIN. (Fy - 36 KSI MIN.) 3 ALUMINUM : 1/8- THK. MIN. (6083 -T5 MIN.) gNap (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 LO TYPICAL EDGE DISTANCE '` Z aw INTO CONCRETE AND MASONRY - 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE - 3/4° MIN. CONCRETE AT HEAD. SILL OR JAMBS fe - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI UK e 1B 3 ROWS � `o REDDN LOADS �MiibtYB i ADM +80.0 +80.0 PSF EMMhYZ�ISr 08 SMS � I AT AT O.C. lw1S a<m� DOOR DETAILS ALT. 31e° X 3 B- n_.. .. <E�6E_ 06'Iv a v Alice v v M+ICAI. ANCHORS drowitro FOR SPACINO ,P - . W51'. I FOR SPACINNGNS .• W02-77 Aw 1 tvi . sheet _30f 7_ 1/4- WX �/4. META1. © SHM STRUCTURE TYPICAL ANCHORS v . FORSEESPA�CI O ACTIVE LEAF TYPCCAI. ANCHORS Z $ v FO SPACING P n • EXTERIOR D.L.O. JEW.. LEAF WIDTH r lay WOOD BUCK . • FRAME WIDTH yj FLUSH BOLT FLUSH BOLT AT INACTIVE LEAF AT ACTIVE LEAF 1/4- MA MAX. 1/4' MAX. �Ji © 31 O OR WOOD ' 'S s = Y TYPXJIL ANCHORS NOT REDD. - ,e $Nm 60 PSF FOR S Ad IN- ACTIVE LEAF 31 FOR 8 0 DOORS ACTIVE LEAF gg Z 3 �. WHER�Pd OR LESS i3 O g `• B 4 ,s EXTERIOR 0PT10�'LEAF WIDTH TYPICAL ANCHORS um HWDE ASSEMBLY LEAF WIDTH FOR SPPAACI�t6 "a at Pdft LOCK OP770N NT LL DOOR FRAME WIDTH ' r 8 L IN- ACTIVE LEAF ACTIVE LEAF ', drawing no. " SEE NOTE ABOVE W02 -77 lOCK OATfON &2 APR $ sheet 4 of 7 I)AWAI. ANCHORS SEE ELEVATIONS FOR SPACING I EDGE DISf. Z °° F r 'n 16 I I M f 21 s� a S OPTIONAL N x U o I LEAF WIDTH o a 1 1/4• m l9NGE ASSE6�LY Lo o SID{7JIE WIDTH DOOR FHA►IE WIDTH O O Hm0 OVERALL FRAME WIDTH o 4 5 TWM ANCHORS u SEE E1.EV. FOR SPACING most jig=*��RkAp o 1 I 1 g e R Aa plawo � 1 EDGE ow. ti TYPICAI. ANCHO droning no. SEE 8"ATIONS �, . l _ MR SPACINO SIDELITE DETAILS � • ���PR: fit$ F012 street S o� 7 FRAME HEAD TM -038 O SIDELTE FRAME GIN 36572 I ` S7 P 375 WEATHER -STRIP ADAPTER OW -31826 b7S 3l 415 .fl� - .48R ® DECORATIVE MOULDING TM -155A 1213 .690 .045 4".4E9 GLASS STOP GW -31956 saes IAIE 3.000 4843 1.5W� ® DOOR JAMB TM175 .7� a125 3.00 .082 rL7S0-j DOOR TOP & BOTTOM RAIL E.IES a2s � Oslo GW 37888 0.572 CENTER HINGE 2.IES �-aes 0848 0• . 37889 -A OUTER HINGE HINGE PIN 3.Am HINGE CAP SMS 10 X 5/8' r a1. sMs b0 00 2.126 ITEM ® PART 9 QUANTITY DSBCRIPTION MATSNAL MANF. /80PPLJ8it/8¢HIARI03 i TM -38A I FRAME HEAD 8083 -T8 - 2 GW 28815 1 FRAME SILL. 8083 -TB - 2A GIN 37319 1 ALT. FRAME SILL 6083 -1`8 - 28 TM184 1 ALT. FRAME SU 6063 -T8 - 3 DW 30572 2 SIDELITE FRAME 6063 -T8 - 3A TM173 2 DOOR JAMB 6083 -T8 - 4 OR 38048 1 PANEL LOCK STILE 8083 -T5 - 4A TM172 i ALT. PANEL LOCK STILE 6083 -TO - 5 GW 38936 1 PANEL HINGE STILE 8983 -TS ' 6 TM -081 2 PANEL TOP/BOTTOM RAIL 6083 -T5 - 7 OR 31828 4 WEATHERSTRIP ADAPTER 6083 -TS END OF DOG! SIRES (TOP/BOTTOM) 8 OW 37889A 2/MHGE ABBY. TM OUTER BUTT HINGE 8083 -T6 DOOR PANEL/FRAME HINGE SIDE 9 ow 33888 1 /HINGE ASSY. TM CENTER BUTT HINGE 8083 -T8 DOOR PANEL/FRAME HINGE SIDE 10 OW 32212 2 CM LOCK INSERT 6063 -TS LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8' THX. CAP ALUMINUM 3' LONG 16 4037 AS REO'D. 'ULTRAFAB' CENTFWIN *WLPILE WOOL LOCK STILES. JAMBS. HEAD, SILL 18 1 /HINGE 71310 HINGE PIN STEEL AT EACH MOM ASSEMBLY 21 2 /LEAF 1/2°0 THREADED ROD. WASHER & NUT STEEL ToP/80TTIM END RAU 22 SERIE4 400 1 KWIXSET KNOBLom - ACTIVE LEAF 23 SERIES 800 1 KMXSET DEAOBOLT - ACTIVE LEAF 24 - 2 /MNGE ASSY. HINGE MISKING PLASTIC HINGE ASSEMBLY 25 - 36 Ow PLW (OPTOM) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS REDD. 010 x 1' P.H. W& (ASSY. SCRIM STEEL DOOR FRAME MEMO /NULL CLIPS 27 2/MGE ABBY. WOE CAP PLASTIC Mae ASSEMBLY 29 1 S81 ADAPTER (1' X 1' X 1/18° TUBE) ALUM - 30 1 SILL ADAPTER (i/2' X i' X 1/16' TUBE) ALUM - 31 TM -075 1 I= STILE REINFORCEMENT 6083 -T5 FULL LENGTH 0 DOOR I= STILES 34 TM -05M 2 MUWQV 8083 -T5 BETWEEN 0008 /SIDE LITE JAMBS 35 OW 31968 4 6LA54 STOP -- 8083 -T5 SIDE LRE GLAZING PERIMETER 37 GW 38737 OPTIONAL 0.0. DECORATIVE MOULDING 8083 -T5 DOOR PANEL PERIMETER 37A TM -155A onoNT4. O.G. DECORATIVE MOULDING 8083 -T8 DOOR PANEL PERIMETER TM 081 MMUt FQ=Wt1L.T 4.7S3 �t 6ES D62 U`M .750 1.750 LL 0 LET -T DOOR HINGE STILE GW -36935 1 .157 11.398 Tm 3000 --�1 IF�STD. FRAME SILL GW -28615 SILL ADAPTERS 40 I.IS7 .O6E 2aB10 bBS II k -3000 ALT. FRAME SILL ® G W -37319 O DOOR 36048 STILE ® ALT. DDOTMIL72 STILE ,540-1 3.790 .7W� 1.083 .00 06E am .640 -p-^I am -T 7B ll 4 1.054 , �b98 .t �I I� �• :i 1�- aES ; t ALT. FRAm ME SILL 31 LOCK STILE REINFORCEMENT TM- TM-075 MULLION G4'YFYW®8 ftpbwm Z a d� 1 ID �L� zoo as rma Orowin no. W02 -77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES: 7 -5/8° LONG ALUM BUTT HINGES. AT ,1 ° FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS : OPT10N #1 STANDARD STEEL THROW BOLT LACK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -1/2. OR 48- FROM 130TTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38' OR 39 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION 92 MULTI -PONT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2' FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WT (2) 012 -28 X 2 -1/4' ON MS METALLIC SiRtla PLATE AT 34 -1/2- FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2- FM SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF NACTIVE LEAF LOCK STILE OPERATORS AT 10 -1 Y & 78 -1/2- FROM BOTTOM FASTENED WITH (2) 8 -32 X ,/2' FM MS To SE vmm PE OF E W ) L FRAME TOP CORNER SIDELITE CORNER 1U ro , Z Q1 M1 2, pSQ m y^ Z ,Q �Za DOOR LEAF CORNER °a 3i " H�°o R drawing no. V W02 --77 MIAINN in BUILDING CODE MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com T. M. Windows & Door, LLC 601 N. W. 12'h Ave., Pompano Beach, It 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane .Zone of the Florida Building Code._ DESCRIPTION: Series 1123 Outswing Atumwnm hoar! w / wo sldelltes APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 & renews NOA # 02- 1016.09 and consists of this page I & evidence page E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 06- 0327.42 I+fl�lMl•DADE COUNTY Expiration Date: December 26, 2012 i • . Approval Date: July 17, 2008 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YM -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06 /06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). bhaq I. Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 E -1 Approval Date: July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IRG interlayer ", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. hhaq L Chanda, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 E -2 149 SURFACE APPLIED USED (r FALSE ONTINS 3 a ANCHORS AT MT(L STILE ENDS M 4 REQD. FOR WOOD INSTALLATIONS 2 REOD. FOR CONC. MWALLATIW$ 13' VAX. NFAD /SILL MAX. -4 33 31W 251/2- 2S 1/2' 33 3 1S• D.L. OPG. D.L. OP(i. D.L. OPG. D.L. MG. iv 34 1/2• 1 1/4' PANEL WIDTH 341/2' • f +ANFL W1TSiH 1 1/4• 37 5/8• 71 519• 37 518' SIOELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH ( OXXO ) DOORS /SR)ELITES GLAZED WRH ANI NATED—GGiSS- -RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREIIIEVTS OF THE FLORIDA TNID.DING CODE 2004/2007 MIT= INCLUDING HIGH MOM HURRIGANE ZONE (W4 WOOD RIM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANpiORS SWLLL 13E AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS MOMENT TO BASE MATERIAL SHALL TE BEYOND WALT. DRM= OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TM APPROVAL A LOAD DURATNIN O�FASE IN ALLOWNELE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATETANS OJCLUWtG SUT NOT COATED 1D SCRM THAT COME INTO CONTACT WffH OTHER 011DAR IbUERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 200.39.4. ANCHORS AT MTG. STILE ENDS (4) REOD. FOR WOOD INSTALLATIONS (2) READ. FOR CONIC, INSTALLATIONS SURFACE APPLIED FALSE I � I n 11 k $l R SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. / if If �� II II \ 11 \ II _ 11 \11 W- A�JiNE li \ II \ 26 DL 34 71 \ 11 III 1 11\ = == If _`tl 1 N 11 r I I / I1 , II 1v I. 28 S/S DL OPG. 34 1/2' V.V Z g� old Valli v ppI •T.N tJ O � �a ( XX) wmxwftwhbmeFkdft Aift N 02 Jsd£Lidr� )1 ICA- Noma NOgdDtl ProOtldccltl DIMa{oo 088 / I \ < . 11 11 II 11 , II \ II LARGE MISSILE IMPACT II 11 4 RM _ FAR000 8 — drarrlrlg rw. 2008 II sheet 1 of ell , VtI it G •� Vii\ it An 1 10 II II 11 \ II 11 11 11 \ 11 II , it - -- II 11 tO II II \11 II 11 IN_Ad'iMF' I✓ A/g 11 II �� �TlTiff � \�� _� 1 MAX. -4 33 31W 251/2- 2S 1/2' 33 3 1S• D.L. OPG. D.L. OP(i. D.L. OPG. D.L. MG. iv 34 1/2• 1 1/4' PANEL WIDTH 341/2' • f +ANFL W1TSiH 1 1/4• 37 5/8• 71 519• 37 518' SIOELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH ( OXXO ) DOORS /SR)ELITES GLAZED WRH ANI NATED—GGiSS- -RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREIIIEVTS OF THE FLORIDA TNID.DING CODE 2004/2007 MIT= INCLUDING HIGH MOM HURRIGANE ZONE (W4 WOOD RIM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANpiORS SWLLL 13E AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS MOMENT TO BASE MATERIAL SHALL TE BEYOND WALT. DRM= OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TM APPROVAL A LOAD DURATNIN O�FASE IN ALLOWNELE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATETANS OJCLUWtG SUT NOT COATED 1D SCRM THAT COME INTO CONTACT WffH OTHER 011DAR IbUERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 200.39.4. ANCHORS AT MTG. STILE ENDS (4) REOD. FOR WOOD INSTALLATIONS (2) READ. FOR CONIC, INSTALLATIONS SURFACE APPLIED FALSE I � I n 11 k $l R SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. / if If �� II II \ 11 \ II _ 11 \11 W- A�JiNE li \ II \ 26 DL 34 71 \ 11 III 1 11\ = == If _`tl 1 N 11 r I I / I1 , II 1v I. 28 S/S DL OPG. 34 1/2' V.V Z g� old Valli v ppI •T.N tJ O � �a ( XX) wmxwftwhbmeFkdft Aift N 02 Jsd£Lidr� )1 ICA- Noma NOgdDtl ProOtldccltl DIMa{oo 088 < . LAMINATED GLASS LARGE MISSILE IMPACT 4 RM _ FAR000 8 drarrlrlg rw. 2008 sheet 1 of ell DESIGN LOAD CAPACITIES - PSF FOR SRES SHOWN BELOW OR SMALLER - AM TYPE 'X-j GLASS TYPE 'B' 'gv---('q mm (" DXT. (+)I INT. (-) DOM W/o sivans 80d� __.Solo .0 90.0 DOORS MTH SDELITES 10.0 90.0 - - FOR INSTALLAnONS WHERE WATER INFILTRATM RESISTANCE 15 REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS 1 -5/8' THRESHOLD - +53.3 PSF 2 -5/8' THRESHOLD - +80.0 PSF 3-1/2' THRESHOLD - +90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 37 7/18' Ip --76 1/4' MAX X 1 MAX I 114 '1 /t4" #LAY. fx3 (ox) 71 5/8• MAX 1,� 1/2' MA)L (oxo) 149 318' MAX (xox) (gyp() (O�) (oxxo) APPROVED CONFIGU 3/18' WAT STREWD GLASS 090 SAFLD( MG KEF.PSAFE MAXUW PVB WTERLAYER 3/18' HEAT STREWD GLASS SaMm TREM00 TF419 AZE 500 GE Rb'4771 0.460' OVERALL IAA/. GLASS GLASS TYPE 'A' (aomim 8' HEAT STFDM GLASS 080 SAFLEX MG KEEPSAFE MAXOAUM 00 INTEWAYER 3/18' HEAT STRLTL'D GLASS nU MCO TRENOLAZE 500 GE RGS7700 1 in Z 6 �a IL ' 45110 / ANNEALED GLASS 1 Sw -GUS 37 HATE LAWATE A Yg( 4 \ ANNEALED GLASS SIUCONE \ TREMCD 7REMMM 500 lLi RGS, 7700 \ fx3 (ox) 71 5/8• MAX 1,� 1/2' MA)L (oxo) 149 318' MAX (xox) (gyp() (O�) (oxxo) APPROVED CONFIGU 3/18' WAT STREWD GLASS 090 SAFLD( MG KEF.PSAFE MAXUW PVB WTERLAYER 3/18' HEAT STREWD GLASS SaMm TREM00 TF419 AZE 500 GE Rb'4771 0.460' OVERALL IAA/. GLASS GLASS TYPE 'A' (aomim 8' HEAT STFDM GLASS 080 SAFLEX MG KEEPSAFE MAXOAUM 00 INTEWAYER 3/18' HEAT STRLTL'D GLASS nU MCO TRENOLAZE 500 GE RGS7700 1 in Z 6 �a IL ' 45110 0.480' OVERALL. LAM. GLASS 0.485 OVERALL LAM. GLASS GLASS TYPE 'A' GLASS TYPE 'B' (Dose LEAF) (DoGR LEAF) GLAZING OPTIONS ftqD=mEwxu - ---Cod suk elsr F: - snoxnas FLA. PE GA& 3678 drawing no. W02 77 ANNEALED GLASS 1 Sw -GUS 37 HATE LAWATE A Yg( 4 ANNEALED GLASS SIUCONE N TREMCD 7REMMM 500 lLi RGS, 7700 1 m g ZZ'Z a to 0.480' OVERALL. LAM. GLASS 0.485 OVERALL LAM. GLASS GLASS TYPE 'A' GLASS TYPE 'B' (Dose LEAF) (DoGR LEAF) GLAZING OPTIONS ftqD=mEwxu - ---Cod suk elsr F: - snoxnas FLA. PE GA& 3678 drawing no. W02 77 ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE TYPICAL ANCHORS ELEV. FOR sPIC ,er oa aer WOOD BIXOfS TYPICAL ANCHORS METAL sEE FUF/. FOR sPaaNC SEE ELETYPICAL V. FOR NG 1a4"V i ,BY OR 20Y WOOD BUtifS *,a . :ems ,a �. •�@ & WDOD 0 g lz s ,s SEE TYPICAL ANCHORS SEE ELEV. MR �AgNC 1 8 WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS III gggggg MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND S $ FLUSUUt TRANSFER THEM TO THE BUILDING STRUCTURE. PENETRATION TYPICAL ANCHORS: SEE ELEV. FOR SPACING g OPTIONAL 1/4' DOA TAPCONS BY dCa i INTO WOOD STRUCTURE m 1 -3/4' MIN. PENETRATION INTO WOOD DC IYS THRU 18Y OR 29Y WOOD BUCKS INTO MASONRY OR CONIC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONIC. DIRECTLY INTO CONCRETE OR MASONRY 1-1/4- MIN. EMBED INTO CONCRETE OR MASONRY G Q $ tl 1 U 1/4' SELF OItILLING a'4EW5. (GRADE S i¢ o Q 0 INTO METAL STRUCTURES Z3:2 8 p,' STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) Z ALUMINUM : 1/8' THK. MIN. (6063 -75 MIN.) 18 3 ROwS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o iW W TYPICAL EDGE DLTANCE UffOD. FOR 2 O LOADS INTO CONCRETE AND MASONRY = 2 -1/2' MIN. ABOVE +80.0 PSF INTO WOOD STRUCTURE - 1' MIN. 1: INTO METAL STRUCTURE = 3/4' MIN. 8 � 12' O.C. 3/8'X38' WEEPS i'RarI saL otDS � REOD. Fart LOWS O 1 1 g ABCNE +63.3 PSF 1 1 n ALT. 1 1 ,/2' MN. #a Std a,YO.o L Bolt PENETRATON :: �.• �_:•.; m� g < m 1'. t 1 1 O t D 0 1 i 1 a � SEE ELEV. ANCHORS SEE ELEV. FOR SPACING ,s 1 I m L 2 N I 1 N FJlgr: L OI 1 Fu ,t ,seat .11A PROOtICFRBNEWEO CA . w reomFi�trlswtth f6e Florida ^ � : �� � , 1 ::��; .\ � .1' :'� +.r.•:' *Aft caft At,aptaaa.�Na>,a�o�zO � � 8 drawing rro. FO�SPACNG h 2 -, 4' FROM SEE ELEV. SEE 10". FOR ACING ZOQA W02 -77 ww oNS PIECE+ a!TERNATE sheet 3aT 8 TYPICN. ANCHORS ANCHORS SEE ELEV. FOR 1'D PIEY` -F_ SILL AT LtU .-� lli- �, —1 � �_ ��� �e �Ili � �h�- � FRAME HEAD SIDELITE FRAME GW 36572 I S/ WEATHER -STRIP ADAPTER ca -316zs .6T9 .415 EW ® DECORATIVE MOULDING CW -36737 OBE 485 L. ® DECORATIVE MOULDING TM -15M L334 p- L594 I LW5 1.600 FLUSH BOLT GUIDE GW -27646 2.125 1Jg2 3.000 � L843 L300 ® DOOR JAMB TMI75 R HINGE 0.978 CENTER TINGE (^ 2.125 --j Am 0,2491 0•572 GW 37889 -A OUTER HINGE HINGE PIN 3681 •/10 X 9/8' � CAP \x SYR / jr FiHO . S 6" 14 b° °o -4 8126 1TRIL 0 PAST 0 WUANITTY BESCon,= MATERIAL MAW. /HOPP1ffit/R;MARK8 1 TM -38A 1 PRIME HEAD 9093 -79 - 2 ow 25615 1 FRNIE SILL 9093 -TS - 2A Ow 37319 1 ALT. PRWE S&L 9093 -T9 - 28 TM184 1 ALT. FRAhm SILL 9093 -79 - 3 GW 36572 2 SIDELIE FRAME 9083 -T9 - 3A TM175 2 DOOR JAMB 8083 -TB - 4 GW 38048 1 PANEL LOCK SIRE 6063 -75 - 4A TM172 1 ALT. PANEL. LOCK SIDE 9083 -TB - S GW 38936 1 PANEL HINGE SLOE 6083 -79 - 8 TM -081 2 PANEL TOP/BOTTOM RAIL 6083 -19 - 7 Gw 31826 4 WEATHERSW ADAPTER 6083 -75 ENO OF DOW! STOLES (TOP/BOTMM) 8 GM 378890 2A*IGE ASSY. TM OUTER BURT HINGE 6063 -T8 DOOR PAPEL/FRAME HINGE SIDE 9 Ow 73888 IAIINGE ASSY. TM CODER BUTT HOME 6063 -T8 DOOR PANEL/FRAME HINGE SIDE 10 OW 32222 2 ODOR LOCK 96ERT 8083 -T5 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 118' THK. CAP ALUMMUM Y LOW 12 - 2/" TM FLUSH BOLT ASSEII&.Y DOOR LOCK STILES 18 40]7 AS REO'D. InTRWAB' CEN. F [N WOOLPO.E LOCK Bill= JAMBS. HEAD. SILL 17 GW 27646 2/IAAF FLUSHBW.T GUIDE, 2' LONG LOCK STOLES ow (TOP /BORON) 18 - 1/HDSE 7/32'0 HINGE PIN FR-OL AT EACH NNW ASSEMY 20 - AS REOD. 010 x 1/2' F.H. UNDERCUT SMS. AT FLUSH SOM 21 - 2/LEAF 1/2 Y THREADED ROD. WASHER A NUT TOP/BOTTOM END RAW 22 SERIES 400 1 Kwum I(Nom= !COVE LEAF 23 SERIES 9W 1 Kew DFA; - ACTIVE LEAF 24 - 2/HINGE ASSY. HIM BUSHING PLASTIC W= ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS REOD. 010 x I' P.H. SM9. (A=. SCREAM) STEEL DOOR FRAME MEMBE78/WULL CLIPS 27 - VNINOE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1' X 1- X 1 /18- TUB ALUM - 30 1 SILL ADAPTER (1/2- K 1- % 1/16- TUBE) ALLAN - 31 TM-079 1 LOCK SIRE REINFORCEMENT 9063 -T9 FULL LEWTH 0 DOOR LOWS STILES 34 TM -054A 2 MULLION Bo63-TB BETWEEN OOOR/90E LITE JAMBS 35 GW 31958 4 GLASS STOP 90&7 -TB SIDE LUTE GLAZING PERRiEVR 37 GW 367371 OPTIMM O.G. DECORATIVE MOULDING 6083-78 1 WW1 PANEL PERUIEfER 37A TM-15M I OPTIONAL 04. DECOMTNE MOULDPIG 6083 -TB I DOOR PANEL PERIN- DOOR TOP & BOTTOM RILL TM 081 HINGE ASSEMBLY 433 4,753 F — 62S .625 IQ k .075 am F 0 I.WO 5 1790 I I^- 3165 --i '�2 ABE I�--- -4A00� 4.000 DOOR HINGE STILE DooG LEAF ALT. O�7 STILE 3 SILL. �� O W TM 72 1197 .900 3.790 Lz� 1197 -I "wl_ _I ......' I- •:>� s4o sw 1,2s Ls9s L as2 am 2 s9s 1 T. > as+ � T Fl 300 ---•� s2s i•-- -2 —•I� i— 3000 184 j GLASS STOP GW -31998 1 SILL I ® ALT. FRAME SILL TM -184 LOCK STILE REINFORCEMENT TM -079 4 2ODP 187 3,000 M5 3.900 MULLION O � Q n CD m Z<< Q g o� L3 Za m �mS � k Tlmwmg I10. W02-77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HMGES: 7 -5 /B' LONG ALUM HINGES. AT 11' FROM EACH END AND ONE AT MIDSPAN OF BUTT LEAF. STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 39 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLEDOO DOORS. (2) AT SINGLE(X) DOORS OPTION i2 MULn -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2' FROM BOTTOM OF ACDVE LEAF LOCK STILE FASTOJED WTM (2) d12 -28 X 2 -1/4' OH MS METALUC STRIKE PLATE AT 34 -1/2' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) 010 X 1/2' FH SITS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1 Y & 78 -1/2' FROM BOTTOM FASTENED WITH (2)8 -32 X 1/2 FH MS i NMI NO O' PRIDDIM9ENEWED mcom*lsQwk6 the Fbrids �v la Z d! n r ev, Q U GNm �t •�", Z a i drawing no. W02 -77 /M�UU�4 13J,� �IY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, surrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miam1dade.2ovibu11d1nFcode T.M. Window & Door LLC. 601 N.W. 12* Ave. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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_ Hurricane -Zone. _ __ DESCRIPTION: Seri � Wuminum� Fixed WWOOW — L..11�.I) APPROVAL DOCUMENT: Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.L) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 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 renews NOA # 07- 1120.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. �c Expiration Date: January 08, 2014 • • • , Approval Date: May 06, 2009 Page 1 T.NVL Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with last revision F dated 03/30/09, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 2782 (FTL00114), FTL- 2784 (FI'L00140), and FTL -3803 (F rL03072), dated 11/06 /01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Submitted under NOA # 03- 0925.04" 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL # 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03- 0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al -Farooq Corporation, dated 02/17/09 and 03/30/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 arlos 1.f Utrera, P.E. Product Control Examiner NOA No. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 E -1 T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04, issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 07- 1116.11, issued to SAF -GLAS for their "SAF GLAS Polycarbonate Laminate ", dated 12/12/07, expiring on 12/16/12. 4. Notice of Acceptance No. 07- 0525.06, issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 01/03/08, expiring on.02/08/13. 5. Notice of Acceptance No. 08- 0709.04, issued to Nebula Glass International dba Glassslam for their "Safety -Plus H — Laminated Glass ", dated 09/11/08, expiring on.08/07/13. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 02/17/09, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda, P.E. "Evidence Submitted under NOA # 07- 1120.10" 4. Laboratory compliance letter for Test Report No. ATL- 0806.02 -02, issued by American Testing Lab of South Florida, dated 09/04/02, signed and sealed by William R. Mehner, P.E. "Evidence Submitted under NOA # 03- 0925.04" G. OTHER 1. Notice of Acceptance No. 07- 1120.10, issued to T.M. Window & Door, LLC, approved on 05/01/08 and expiring on 01/08/09. 4 1, /30g Carlos K. Utrera, P.E. Product Control Examiner NOA No. 08-0917.08 Expiration Date: January 08, 2014 Approval Date: May 06, 2009 E -2 y�U FALSE All1lYTpiS 8' MAX. SURFACE APPLIED OPTIONAL 12' MAX FROM ENDS \A� HEAD /SILL Z I �, •I , 0' IL n A C u 1: 1. i li tl rl 11 o J I D.L. On. I Q OO r� WINDOW WIDTH z aa= TYPICAL ELEVATTCN Nm ! N 1ZZ1$'' Z a W a. 0 SERIES 338 ALUMINUM FIXED WINDO�P DESIGN LOAD RATING SE FOR THE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER 4 Inc ff�!! MVUdi -DARE COUNTY APPRb WINDOWS USING MIAMI -DADE COUNTY $ APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT H45 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOU%EMEMS OF THE FLORIDA WILDING CODE 2004/2007 EDITION NCLUDNG HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Q ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS E�pr: L HULL�YOIN k000 � � EMBEOMENT TO 845E MATERVIL SHALL BE BEYOND WALL DRESSM OR STUCCO. RA PE 7 C ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS O k ARE NOT PART OF THIS APPROVAL. 8 A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOTTED TO STEEL/METAL SCREWS, THAT COME INTO ,( wM4Fe ee. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREYENTS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. �{' W03 -52 OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003AL4. SHUTTERS ARE NOT REQUIRED. sheet 1 of $ DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSF WINDOW DMS. GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WINDOW DINS. GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE WIDTH LENGTH EXT. p) INT. G -) EXT. t +) INT. (-> EXT. h) MT. t -) WIDTH LENGTH EXT. (-)I INT. (-) EXT. (-)I INT. c -) EXT. M INT. 1. 75.0 75.0 90.0 90.0 95.0 95.0 38• 75.0 75.0 90.0 90_0 96.0 _ 96. 42r 76.0 75.0 90.0 90.0 96.0 95.0 42' 128• X X % X x X x x 96.0 93, 48' 73.0 75.0 90.0 90.0 93.0 93.0 48• X x % x X X x X 93.0 93. 73.0. no 90.0 90.0 _ 93.0 93.0 34• X It X x X x x x 93.0 93. 80" 73:0 75.0 90.0 90.0 93.0 95.0 38' x x x X x x x X 93.0 93. 86' 75.0 .75.0 90.0 90A I 95.0 1 950 42' tS2' x x x x x X x % --95.0 93. M• 75.0 75.0 90.0 90A 950 950 48' x X X X It x x x 95.0 1 95. 38' 75.0 73.0 90.0 20A 950 950 34' x X X x x x x x 93.0 93. 42' 75.0 73.0 90.0 90.0 93.0 95.0 38' X X x x % X x x 950 93. 48' 75.0 734 90.0 904 95.0 9" 42' 138• x x x x x x x x 93.0 95. 54• Hi0• 750 75.0 80.0 80.0 no 93.0 48' x x x X x X x x 95.0 95 90• 72.0 72.0 72.0 72.0 93.0 950 38' X x X X x x x x 93.0 95.1 88' MA MA 72.0 M.0 95.0 950 42• 144• x X x X X X x x 95.0 95' M• 72.0 724 M.0 M.0 950 93.0 48' x x x x x X x x 950 95.1 36• 73.0 75.0 90.0 90.0 93.0 950 42' 73.0 754 90.0 90.0 950 950 NOTE: 46• 750 no 90.0 90.0 95.0 954 GLASS CAPACITIES ON THIS SHEET ARE sa• 7Y no 75A sob 80.0 93.0 95.0 BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). 80• 72.0 MA M.0 72.0 93.0 93.0 88' % x X X % x % x 89.4 8&4 72' x X x x x x x X 79.2 792 38' 73.0 73.0 90.0 90.0 93.0 950 3/18• HEAT STREN'D GLASS 4Y 75.0 73.0 90.0 90.0 950 93.0 48• 75.0 73.0 87.4 87.4 95.0 95.0 120 INTERLAYER 34• 84• 750 75.0 77.7 77.7 950 950 �xO' -�' RESIN 80' x x x xX 95.0 93.0 w x x It x x It x x 89.4 88.4 3/18• HEAT STREN'D GLASS M• x x % x X% x x 792 792 38• 75.0 7510 90.0 90.0 95A 93A 42' 750 75.0 90.0 90.0 950 93.0 SILICONE j110 %• P.M. SMS DOW CORNING H. O.Q 4e• 750 75.0 n.7 n.7 Sao 95.0 1�6 AT aY oa 34• �• x x x x x x x x 950 950 80• % % x X X x X % 95.0 93.0 SILICONE 88• % % X x % % X X 86.4 88.4 5300 TREYGl.A2E M• x x X% x 79.2 792 38' 750 750 90.0 90.0 950 95.0 i I 4Y 75A 750 90.0 9D.0 95.0 95.0 N 2 11 m 48• loY X x X X x x x x 95.0 95.0 „ i3 I� It M• x xx III III x 95.0 93.0 j'ifT7'j ' It 60' x x X X X x x x 96A 9a0 68' x x %x X% 86.4 88.4 36• 75.0 75.0 904 90.0 93.0 950 4Y 75.0 750 89.7 99.7 95.0 850 48• log• X x X X X X x x 95.0 95.0 34' X% x x x x x X 95.0 0&0 or x x x x x x x x 93A 93.0 G1:ASS TYPE 'c' -- Be x x % X X% X x 98.4 88.4 38• 73.0 75A 90.0 90.0 95.0 95.0 F•- w mot 42' x x x X x x x X 934 93.0 L t t 48• 114• X X X X x x x x 95.0 95A 34• Xx Xx XX XX 95.0 910 60• X X X X X% x X 95.0 93.0 38' 73.0 75A 90.0 90.0 95.0 950 J I 42' x x % x X% % x 93A 050 48• 175' % % % % % x % x 83.0 954 64• x x x x X x % X 96.0 MC I>14Di: 60• X X % X % % % X t'A fia0 WIDTH N� LENGTH SONS CAN BE ORIENTED VERTIC"Y OR HORIZONTALLY AS SHOWN ABOVE. DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE V1 GLASS TYPE 'D'J GLASS TYPE 'E' WIDTH LENGTH EXT. M INT. GX) EXT. (-)I INT. GX) EXT. (•) INT. GX) 19 -1/8• 26-1 /2, 57' 53 -1/8- 26' 78.0 79.0 90.0 90.0 99.0 95.0 75.0 75.0 90.0 90.0 95.0 95.0 76.0 75.0 904 90.0 95.0 95.0 75.0 76.0 90A 90.0 95.0 95.0 19 -1/8• 29 -1/2' 3Y 63 -1/8' 38 -3/8' 75.0 76.0 90.0 90.0 954 93.0 76.0 750 76.0 750 BOLD 90.0 90.0 90.0 25.0 950 96.0 95A 73.0 75.0 90.0 9" 95.0 19 -1/8' 28 -1/Y 37• 33 -1/8' 80 -5/6 76.0 75.0 80.0 95.0 95.0 750 76A 76.0 75.0 90.0 90.0 93A 95.0 850 96.0 750 75.0 ]a. 86.3 95.0 950 19 -1/8• 28 -1/2• 37• 53 -1/81 63, 750 75.0 90.0 934 950 75A 75.0 90.0 95.0 95.0 75.0 73.0 90.0 95.0 95.0 75M7.10M 0 750 81.3 81.3 93.0 95.0 19 -1/8' 28-1/2' 37' 33 -1/8• 74-1/4' 90.0 90.0 950 95.0 90.0 90.0 950 954 90.0 90.0 95.0 95.0 81.3 813 93A 1 95.0 ' HEAT STREN'D GLASS .013 ADHESIVE BY 'SAF -CLAS' 070• POLYCARSONATE LAMINATE 8Y 'SAF -GLAS' 015 ADHESIVE BY 'SAF -MAS' r3/16' HEAT STREN'D CLASS t�1 Q TREMCLAZE 9 m A13i I\rtmela ill!] � & 3/19• TEMP. GLASS .013 ADHESIVE BY %W -GLAS' 070' POLYCARBONATE LAMINATE BY 'SAF -CLAS' `015 ADHESIVE BY 'SAF -GLAS' 1-3/18• TEMP. GLASS INSTALLATION FASTENERS IN STAGGERED PAIRS [ipr: wL IpIMAuN AXO p 8 �. f 18667 B �34J6 A .r D i4''� It 9 J! 0 to 9R z3E O � � g Z> to �Zd m SRO Hlk- it" L; drawing no. W03 -52 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I GLASS TYPE 'i I GLASS TYPE 'G' GLASS TYPE 'H' CLASS TYPE 'J' VIDTH LENGTH EXT, 03 INT. ( -) EXT. C +) INT. C-) EXT. 4+) INT. ( -) EXT. G+) INT. C -) 38• 42' 48' 5{• 60' 66" n• 48' 80.0 80.0 90.0 90.0 SOD 111.0 90.0 140.0 80.0 80.0 99.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 $0.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 8" SOD 90.0 90.0 111.0 no 140.0 600 Bob 90D 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 1 90.0 9D.0 I 111.0 90.0 140.0 36' 42• 49' 54• 60° 66° 72• 60' SOD 80.0 90.0 90.0 9" 1 111.0 90.0 140.0 BOA 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 80.0 140.0 71.1 7t.1 80.0 80.0 80.0 98.7 8DA 124.4 64.0 64.0 72.0 72.0 72.0 6&8 72.0 112.0 64.0 64.0 72.0 n o 72.0 88.8 72.0 112.0 84.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36° 42• 48• 1. 60• n° - 80.0 80.0 90.0 1 90.0 90.0 111.0 90.0 140.0 80.0 Ba0 90.0 90.0 90.0 111.0 90.0 140.0 78.5 78.5 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 9 &7 8D.0 124.4 64.0 84.0 72.0 72.0 72.0 N9 72.0 112.0 36• 42• 48' 54' w 80.0 BUD 90.0 90.0 90.0 111.0 90.0 140.0 BOB 699 90.0 90.0 90.0 111.0 90.0 140.0 65.4 65.4 90.0 90.0 90.0 111.0 90.0 140.0 64.1 1 64.1 80.0 80.0 Sol 9 6.7 80.0 124.4 36" 42• 48• 96" 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 64.3 64.3 90.0 90.0 90.0 111.0 90.0 140.0 599 59.8 90.0 90.0 90.0 111.0 90.0 134.7 36• 42• 102" 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 849 84.5 90.0 90.0 90.0 111.0 90.0 140.0 36• 42• 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 90.0 9040 Sao 111.0 90.0 140.0 J8• A126"72.7 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38• 74A 90.0 90.0 90.0 111.0 90.0 140.0 38' 72.7 90A 90.0 90.0 111.0 90.0 14 0.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE i I GLASS TYPE 'C' GLASS TM 'N' GLASS TYPE 'J' VIDTH LENGTH EXT. C -) INT. (X) EXT. C01 (NT. (X) EXT. C.) INT. (X) EXT. (4) INT. (X) 19 -1/8• 26 -1/2• 77• 53 -1 /8° �, 80.0 80.0 90A 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 9040 90.0 90.0 111.0 90.0 140.0 19 -1 /B" 26 -1/2° 80.0 80.0 90.0 90.0 90.0 111.0 904 140.0 90.0 80.0 904 90.0 90.0 111.0 90.0 140.0 37- 53-1/8'1 38 -3/8• 80.0 80.0 9DD 90.0 90.0 111.0 90.0 140.0 80.0 SMO 1 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8• 26 -1/2' 80.0 80.0 SOD 90.0 90.0 1114 90.0 140.0 80.0 80.0 no 90.0 90.0 111.0 SOD 140.0 37' 53 -1 /8• 50 -5/8 Ba0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 853 85.3 105.2 85.3 132.7 19 -1/8• 26 -1/2• 37• 33 -1/8' ar 80.0 80.0 90A 90.0 90.0 111.0 90.0 140.0 80.o BO.o 90.0 90.0 Sao 111.o 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 8t.3 81.3 81.3 100.3 81.3 12x5 19 -1/8' 26 -1/2° 37• 53 -1/8• 74 -1/4• 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 8a0 90.0 90.0 90.0 111.0 90A 140.0 80.0 60.0 90.0 90.0 90.0 111.0 90.0 140.0 71.{ 71.4 1 81.3 81.3 813 1 100.3 81.3 1 1264 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). drorinq no. W03 -52 3/18' ANN. GLASS I O t a 3/16- HEAT SDffidD GLASS 3/16" TEMP GLASS 090" INTERLAYER a 090' INTERLAYER 090' INTERIAYER .090° MTERLAYER WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICAUY OR HOIMMOLLY AS SHOWN ABOVE. � � � � if SUTAC M PVB BY T)UPONT' SENTRYGLAS PLUS BY 'DUPONY J m 1 3/18• ANN. GLASS z o � 3/16- TEMP. CLASS owl ZZa SILICONE [jpRNm S ^ n SILICONE N G �O � Z v TREMCO SPECTRUM 2 � WE drorinq no. W03 -52 3/18' ANN. GLASS 3/16- HEAT STREN'D CLASS 3/16- HEAT SDffidD GLASS 3/16" TEMP GLASS 090" INTERLAYER 090' INTERLAYER 090' INTERIAYER .090° MTERLAYER BUTACITE PVB BY 'DUPONT' SUTAC M PVB BY T)UPONT' SENTRYGLAS PLUS BY 'DUPONY SENTRYCL S PLUS BY 'DUPONY • 3/18• ANN. GLASS 3/16• HEAT STREN•D GLASS 3/16. 10'AT STREN'0 GLASS 3/16- TEMP. CLASS SILICONE SILICONE SILICONE SILICONE TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 GE 7700 GE 7700 GE 7700 p. yt CW Ijm� v �' 11 11 1� 11 1 Ear o 1 1 SlR6C111RES 4 ' CAN. CLA -¢_c TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H GLm TYPE APR 0120 GLAZING OPTIONS drorinq no. W03 -52 TYPICAL SEE ELEV. FOR 9 w MW11 -OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE ELEV. FOR p WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPA= 1/4' DUL TAPCONS BY 'Mr I 4' OIA. ULTRACON BY 'F1C0' (F -177 KSI. Fp133 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR C -90 BLOCKS 1 -1/4' MIN. EMBED INTO CONC. OR BLOCK DIRECTLY INTO CONC. OR C -90 BLOCKS 1 -1/4' MIN. EMBED INTO CONC. OR BLOCK 1/4' ORILLFLEK OR SELF DRILLING SCREWS (GRAVE S CRS. FY-92 KW Mao) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1 18' THIN. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SELF DRILLING SCREWS INTO MIW -DADE COUNTY APPROVED MULLIONS (MIN. THK. a .100*) TYPICAL EDGE DISTANCE INTO CONCRETE m 2 -3/8' MIN. INTO C -90 BLOCK - 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE re - 3000 PSI MIN. C-90 KOLLOW/FUEO BLOCK rin . 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WITH ACRYUC SEALANT. • F KUMA AY 9TRUCTURM FLA. PE I t6557 CAN. 3538 " e BY C PR o i W ro�� a ! 0 ! 6 ! 1 �o a L z3- e Zafs 115121@ J � W R M X aO V R Z$o%° �Za a Fa - 1 s arowing no. W03 -52 ro 3 375 �u I 1.000 .082 .�. °f. .730 S00 O ,.638 I $� vANDOw FRAME � g< i-r i 0 7L�II 4 �1 -.082 TYP. oil, 0 MINK —DADS COUNTT• i 1 L WAILM 2 GLAZING STOP TUBE SEE SEPARATE NW 7� TYPICAL. IWCNORS SEE ELEV. FOR SPACING rnx^ 7� ^ v ag a FFI I° TYP. CORNER DETAIL 41 2A GLAZING STOP TUBE c=i 0�m ,2s A z�Z0 a� 1.500 1/4' MAX to i 0.. v � 1/4- MAGI. ANCHM 0 © SHIMS SEE ELEV. METAL FOR SPACING STRUCTURE 3 GLAZING STOP EXTERIOR ANGLE I e .123 - - - - - - - _ = r _ r _ - _ _ - - - - — - ° TYPICAL. ANCHORS SEE ELEV. wow _ - - - - _ = - FOR SPACING M000 sTRUC'FURE °1� e d m v e u • GLAZING STOP INTERIOR ANGLE EXTERIOR 1.078 D.L. OPG. ilAi 18537 9s) 16eYV!ffi pMsitls S i .835 .O.S WOVDON MDTN 3538 /•%� S iho3lotCbo0oi dmwing no. 1.b+s �lm W03 -52 5 GLAZING BEAD sheet Sot $ TTF31 PART' / QUANTITY DffiCRIPTION MATERIAL NANF. /SUPPL02T/Ri16ARK8 1 p1- 35277 -A • YIINDOw FRAME _ 8083 -T6 .2.. 1288 AS REOD. GLAZING STOP TUBE 8083 -TS - 7A PM -338 AS REOD. CLA20Xi STOP TUBE 8083 -TS 3 SPA-19W AS REOD. GLAZING STOP EXTERIOR ANGLE 8083 -TS - . BPA -1960 AS RE00. GLAZING STOP DRERX%i ANGLE 6063 -TS - - 6 /10 % 1' - FRAME ASSEMBLY SCREWS - P.N. SMS T BIO X 1 -i /.' - 6tA2ING STOP SCREWS - P.N. 9MS 8 ri_,71 as REOD. GLAZING BEAD 6063 -T9 - N M. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 _NOTICE OF ACCEPTANCE (NOA) www.maimidadegn/bufldiRgSode T.M. Window & Door LLC. 601 N.W.12" Ave. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Hurricane Zone. DESCRIPTION: Series "338" Aluminum Fixed Window, , OCT- APPROVAL DOCUAliNti Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 6 of 6, dated 07/11/03, with last revision D dated 09/06/07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 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 # 06- 0320.07 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 07 -:112" Expiration Date: January 8, 2009 C Dd Approval Date: May 1, 2008 d / Page 1 f VVL Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 -55, Sheets 1 through 5 of 5, titled "Series RW4 -XHP Alum. Horiz. Sld. Wdw. (N.I.) ", dated 07/29/08 with revision B dated 05/23/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. F I'L -2782 (FTL00114), FTI.- 2784 OTL00140), and F1Ir3803 WM03072), dated 11/06/01, 11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P.E. and Joseph Chan, P.E. "Evidence Submitted under NOA # 03- 0925.04" 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02 -02, dated 09/24/02, signed and sealed by William R Mehner, P.E. "Evidence Submitted under NOA # 03- 0925.04" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/10/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 Carl 6s M. Utrera, P.E. Product Control Examiner NOA No. 07- 1120.10 Expiration Date: January 8, 2009 E -1 Approval Date: May 1, 2008 T.M. Window & Door LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11A0. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding LLC for their "SAF -GLAS Polyearbonate Laminate ", dated 01/02/03, expiring on 12/16/07. 4. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Glasslam Safety Plus ", expiring on.09 -09 -2008. F. STATEMENTS 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 09/05/07, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 09/05/07, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratory, Inc., dated 07/11/07, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 06- 0320.07, issued to Series 338 Aluminum Fixed Window- Impact, approved on 07/06/06 and expiring on 01/08/09. 44/o/V Carlos M. Utrera, P.E. Product Control Examiner NOA No. 07- 1120.10 Expiration Date: January 8, 2009 Approval Date: May 1, 2008 E -2 SERIES 338 ALUMINUM FMD WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 k 4. APPROVAL APPLIES TO SINGLE FIXED WINDOWS. ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI —OADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TH S PRODUCE HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE REOUIREI MS OF THE FLORIDA BUILDING CODE 2004 EDDION MMUDING HIGH VVELOOIY IORWAIE ZONE ONH4 WOOD BLX 03 BY OTHERS, MUSE BE ANCHORED PROPER Y TO TRANSFER LOADS TO THE STRUCTURE. MICHORS SHALL BE AS USED. SPACED AS SIM ON DErAO.S. ANCHORS EVBEDMEM TO 914E WTERAL SHALL BE BMND WAIL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DUItATM INCREASE 81 ALLOWABLE STRESS 6 USED IN DESIGN OF ANCHORS BRED WOOD ONLY MAIERIYS WEJlW BUr NDr LWIED TO STET 41VAL SMIEWS. TWIT CMIE INTO CONTACT WITH OTHER 069ROIAR MATERIALS STALL MEET 7HE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE 11 11 ,1 11 II II II 11 I, II 11 JI II 1 II II ,I 11 1, u u 1 u i II 11 JI 11 1� _ 11 II ,1 11 1, II 11 ,1 II r1 II :I THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOURRED. I ova z Y � A VVVVCQItl gg�g dam¢ �4 z eElm n c-I.. I lz m S OLj� 3N� Z3� *Z� Fa 9 7 STRICTURES ARM 120DUCrIllillvilm GN. tB - TS � � dmwing t1o. W03 -52 �--� GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'Er GLASS TYPE GLASS TYPE 'E' !XL HWAMOM FAW A RX PE CAN. s A..taPla+er B GOING OPTIONSOPTIONS AD 8 i� 2M7 drawing T10. +� W03 -52 aneet tar 3/18' ANN. GLASS 3/18' ANN. GLASS 3/18' HEAT STREWD GLASS 3/18' HEAT STTTEN'0 GLASS . 080' POLYESTER WTERLAYER .080' POLYESTER WTERLAYER A15 ADHESIVE BY 'SAF -GdAS' ' SWETY -PLUS OY 'GIASSIAM' SAFETY -PLUS BY 'GLASSLAM' 120 WTERIAYER Z .of0' PEr A1o' PET -110. RESIN OW �OLYCAAFdKMTE LAMINATE 08 MW POLYESTER WIERIAYER A8o' PoLymm IMERAYER �UVEKOL 3 /tli' HFAT STREN'D GLASS 7REYt:O SIIODNE TREMMM SAFETY -PLUS BY 'GLASSLAM' SAFETY -PLUS BY 'GLASSIAkC .015 ADHESIVE BY 'SAF -GLAS' S500 TREMCO TREMGIAZE 3/18' ANN. GLASS 3/18' HEAT STREWD GLASS 1/8' ANN. Dy55 SILICONE /10 X 1 -1/4' SYS O DOW 9 xmIkm COMM SNCONE DOW CORNING P.H. AT 22' O.C. kk3 DOW CORNING 995 a C 995 ®3 ggg ®3/18' % 1/2' SILMONE ��E SILICONE �G PS � /18' X 1/2' GLAZING TAPE GLAZING TAPE � � q 1 1 1 1 9 = I 2! 2 F43 2 I 2 11 11 I - I I � so t 7 K 1100 6 TYPE A' GLASS TYPE '8 GLASS TYPE 'C' GLASS TYPE 'D' S O 3/ir MAP. GLASS�J .014 ADHESIVE BY 'SAF -GUS' 3/18' ANN. GLASS 3118' HEAT SMEN'D GLASS 3118' HEAT STRENb GLASS 3/18' TEMP. GLASS A70' PBLYCARBONATE LAMINATE By • -G�• .080' WTERLAYER 'DUPONr .090' WTERLAYER PVB BY U PONr Mr WTERLAYER .090' WTERLAYER SENTRYCL S PLUS BY bUPONY SENTRYGL S PLUS BY'DUPONr Z 3 'SAF 9UTACITE PVB BY BUTACRE Z� * Z a .OtS ADHESIVE BY -GI/5' GL 3/18' AMC ASS 3/18' HEAT STREWD GLASS 311C HEAT STREWD GLASS 3/18' TEMP. GLASS o o a 3118' TEMP. GLASS so O CESL122000 TREYCO SPECTRLDI 2 TREIM SPECTRUM 2 TRELICO SPECTRUM 2 TREAOb SPECTRUM 2 GE 7700 GE 7700 GE 7700 GE 7700 a INSTAL AMON S1 it F STAGGERED PAIRS (L (L n i 3 � t !: yj i j 1� i'i ! !� i 4 r i !: i e i ! g B 11 B I! I! it I � I 4 \ m II ii \ T'i it it .' I p 1 li I j� i m 1 jj h I I" Ij tl it j 1 I� 1t I 1! I 1� 1 II 1. I� 1! 1! 0 II 1 11 II �--� GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'Er GLASS TYPE GLASS TYPE 'E' !XL HWAMOM FAW A RX PE CAN. s A..taPla+er B GOING OPTIONSOPTIONS AD 8 i� 2M7 drawing T10. +� W03 -52 aneet tar DESIGN LOAD CAPACITY - PSF WINDOW Dues. GLASS TYPE 'A' GLASS TYPE S' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. C +) INT. (-)I EXT. C+)j INT. ( -) EXT. ( +) INT. ( -) EXT. MI INT. C -) EXT. ( +) INT. (-) ' 820 92.0 $90 590 75.0 75.0 90.0 0&0 MA 95.0 x -84.. __54.6 $9.0 59.0 75.0 750 90.0 90A 95.0 95.0 48• xx 479 47.8_ : 59.0 559.0 730 75.0 9" 90.0 0&0 0&0 54• 48• 479 - 1 479 89.0 580 750 780 900 900 930 9&0 e0• x x X X X 87.9 87.9 78.0 780 904 90.0 1 0&0 9&0 or 72• x x x X X 84.8 54.8 730 78.0 90.0 90.0 9.0 930 X X % % X X X X MO 750 900 90.0 930 080 38• xx 920 82.0 59.0 59.0 Tao 730 90.0 90.0 fto 95.0 4Y xx 52.3 82.3 50.0 59A 730 730 MO 90.0 950 98.0 48^ X% X % x X 579 57.9 730 MO BOA 900 95.0 95.0 54• 80^ X x x x X X X x MO 7SA 80.0 S.0 95.0 95.0 or X% x x x x % x X X 720 72.0 72.0 72.0 954 MO or XX x x x x x X X x 72.0 720 720 72.0 9a0 9&0 V %X x x x x X X x x 72A 720 720 720 90.3 90.3 38• 520 529 590 59.0 78.0 750 MA 90.0 954 950 42• Q. x x X X S84 58A 730 78.0 900 MO 930 080 % X X x X X X X MO 78.0 1 90.0 90.0 95.0 930 54• 72• X x X x X X X X 73.0 78.0 80.0 80.0 9L0 9&0 80• x x X x X X X X 720 72.0 72.0 720 903 90.3 88• xx xx xx xx x x x x 821 021 72" xx xx x xx xx xx xx xx 75.3 75.3 Mr x x x x 58.9 58.9 MA 78.0 904 90.0 930 95.0 42• x x x x x x x x 750 730 990 90.0 95.0 930 48' x x x x X x x It 75.0 75A 87.4 87.4 980 95.0 54^ 84• x x x x x x x x 750 75.0 77.7 77.7 95.0 95.0 or xx xx xx xx xx xx xx xx 929 92.9 88• x XX x xx x x x %X 849 849 7Y x x x xx xx x x It 77.4 77.4 39• 4Y X x X X X x x X 75A 730 0&0 90.0 0&0 95.0 x X X X X X X X MO 754 MM 90.0 95.0 030 48^ x x x x X X X X 730 754 77.7 77.7 9L0 9&A 54• �• xx xx xx xx xx xx xx xx 954 930 90• 98• 7Y xx xx xX xx xx xx xx XX 94.9 949 xx xx xx xx xx x XX xx 982 932 xx xx xx xx xx xx xx X 79.0 79.0 38• X X X x X X x X 78.0 730 90.0 90.0 95.0 95.0 42• x x x x x x x x 750 750 90.0 9ao 9a0 0&0 48• 102• x x x x x x x x x x x x x x x x 9a0 950 S4' xx xx xx xx xx xx xx xx 95A 95.0 HXP 88• xx xx xx xx x xx xx xx 89.3 89.3 X% xx xx xx xx xx xx xx 81.2 81.2 38• 4y x x x x x x x x 730 no Sam 9o.0 98.0 0&0 x x x x x x 78.0 730 89.7 89.7 MA S&O 48• 54• 80• 108' xx xx xx xx xx xx xx no 950 rxx xx xx xx xx xx xx xx 930 954 xx xx xx xx xx xx xx 950 98.0 Be x x x x xx x x 8&4 88.4 Mr X X X X x x 780 7&0 900 90.0 950 9 &0 4Y 48• 84• 80' 114• % X x x x x x x x x x x x x 0&0 950 KX.XX. x x xx xx x xx x 95.0 9L0 x xx XX x x xx x% 0&0 SSA XX XX XX xx XX xx xx 91.3 91.3 38• 42' X X x% X X % x 78.0 7 &0 90.0 9" 030 23A XX xX %X %x XX %X xx xx 98.0 98.0 48• 12(' x X % X % X X X x% x x x x x x 95.0 980 54• xx xx XX XX Xx xx xx xx 954 98A or xx xx xX xX xx X% xx xx 9LO 939 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'C' GLAD TYPE V GLASS TYPE 'E' WIDTH LERM EXT. ( +) INT. C -) EXT. 04 INT. ( -) EXT. ( +) INT. ( -) EXT. (+ ) INT. ( -) EXt (+)I INT. C -) 38• x x X x X% I X X 75.0 754 904 90.0 954 95.0 4Y 48• x xx x %x x% x X% %X 95.0 95.0 x %x xx x xx x x% x 950 954 50 x xx xx %X X% Xx x xx 25A 930 38• xX xx x X X xx xx xx 0 &0 95.0 42^ x x x x x xx xx xx 95.0 0&0 480 132• x x x x xx xx x x 950 95.0 54• xx xx xx xx xx xx xx xx 954 95.0 38• xx xx It xx xx xx xx xx 954 954 42• 139• X% XX x x x x xx xx 950 9a0 48• %x x x x xx x x x 930 95.0 38• X% xx xx xx xx xx xx xx 95.0 930 42• 144^ XX xx xx xx xx xx xx xx 95.0 Sao 48• %X xx xx xx xx xx xx x 1 930 1 Sao L W J WIDTH AND LENOTN MMOMNS CAN BE ORWO VERIIGLLY OR HORUMALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). lo 116% Z a fri r H� l Ic r m � O U 8-01 �O �z06 i FEW !^ 4 0 to dfewfP1ad89 Aprawtom Dow- 102 % drawing no. W03 -52 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE M". FOR SPACING 1/4' TANS INTO WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1 B OR 2BY WOOD BUCKS INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 414 DRIU FY OR SEI F DRILLING I SCREWS (SAE GRADE $ Fy MIN.w92 16Q INTO METAL STRUCTURES STEEL : 12 GA. SAW) MIN. (Fy m 38 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (8083 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYWL•a! EDGE_ DISTANCE KID CONCRETE AND MASONRY - 2 -1 /Y MIN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE = 3/4 MIN. SEALANT: FRAME CORNERS SEALED WITH SIUDONE. �v fa 2 9 0 p 112 a C a i A My Zpsiti SNm 5t O TcZ�a OIL crowing no. W03 -52 3.373 1.000 an . .300 790 1.636 i 9�. r TP. 2 GLAZING STOP TUBE T - 1,750 .790 �1I ?A GLAZING STOP TUBE �I .790 3 GLAZING STOP EXTERIOR ANGLE .12a taoo L1.500 --I 4 GLAZING STOP INTERIOR ANGLE ,.076 .045 .933 ,.643.__.•1 8 GLAZING BEAD OPEN I PART I QOA717TPT DHBC6IPP,ON UMMOAL Nw./60PPLMVBMUM 1 OW- 33277 -A 4 WDaM FRAME 6083 -T6 - 2 1288 AS REOD. 6UZWO STOP TUBE 8063 -75 - 2A PW-338 AS READ. MAZMO STOP TUBE 6063 -75 - 3 SPA -1860 AS REOD. CLUNG STOP WE= MC LE 8083-76 - 4 DPA -1860 AS FMQD . 61AZWO STOP WITMOt AMME 8w-75 - 8 - AS REM. CLAM TAPE. FULL LENGTH - 3116' % 11Y 6 110 X 1 - FRAME ASSEMY SCREWS - P.H. S16 7 I10 X 1 -1/ QArM STOP SCREWS - PJL 50 8 7N -174 AS REQD. IMAM BEAD 6063 -75 - rmcAL SEE E". FOR ANCHOM F/. FOR SPACING I WP CORNER DETAIL %v Z Ot e O CY �a 4 1 o 1O Q n 3833 n � 3a6 2. S ^m � b Grouting no. W03 -52 August 23, 2012 Application Number: FL# FLB Project Number. 12- TMW -04 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name & Description: , S'ertes 300 ATdmIr1umTWW�ow = -- -Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- $ `ft F.A C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substandating Data: • PRODUCT EVALUATION DOCUMENTS FL13 drawing #12 TMW -04 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 (ATQ. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size /Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity No 33% increase in allowable stress has been used in the desi 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 -354 -0660 FAX: 954 -354 -0443 WWW.ENGEXP.COM ING 2012 TM Window, LLC. — Series 300 Aluminum Fixed Window (LM1) Page 2 of 2 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 #11- 1118.03) 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 respective Product Evaluation Document (i.e. engineering drawing). installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. 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 r . 3/6/2014 Florida Building Code Online Product Manufacturer T M Windows LLC Address /Phone /Email 601 nw, 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@trrwindow.com Authorized Signature Frank Bennardo frankQengexp.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 Ucensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method PE- 0046549 National Accreditation & Management Institute, 12/31/2015 Keith E. Lorinos, PE G5 Validation Checklist - Hardcopy Received Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D Date Submitted 08/24/2012 t"l/w AN.Oori Icing.org /pr /pr_q* dtl. asp(?pwarm- wGEVXQ wtDgsDdFYorPiwHD3KsOj8p/ o2fadcMYU p /o2bldS)XQ4SpVFpIMBQ* /oW/%3d 1/2 d BCIS Home Log In User Registration\ I Hot Topic Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map 4 Links € Search j gne, Product Approval USER: Public User Regulation Product Approval Menu > Product or Aaglicatign Search > Application List > Application Detail \ FL # FL15920 A- Application Type New Code Version 2010 Application Status Approved Comrrlents Archived p Product Manufacturer T M Windows LLC Address /Phone /Email 601 nw, 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@trrwindow.com Authorized Signature Frank Bennardo frankQengexp.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 Ucensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method PE- 0046549 National Accreditation & Management Institute, 12/31/2015 Keith E. Lorinos, PE G5 Validation Checklist - Hardcopy Received Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D Date Submitted 08/24/2012 t"l/w AN.Oori Icing.org /pr /pr_q* dtl. asp(?pwarm- wGEVXQ wtDgsDdFYorPiwHD3KsOj8p/ o2fadcMYU p /o2bldS)XQ4SpVFpIMBQ* /oW/%3d 1/2 ♦ . 3/8/2014 I`F Irate vamatea Date Pending FBC Approval Date Approved Summary of products Florida Building Code Online .LU/ lU /LU 1L 09/05/2012 10/16/2012 FL* Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Window Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FI 1 5990 RO H DWG re- submit 10 -10 Ddf Approved for use outside HVHZ: Yes Verified By: Frank Bennardo P.E. 46549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/ -70 Evaluation Reports Other. FLIS920 RO AE Eval.odf Created by Independent Third Party: Yes tsatn relent Contact Us :: 1940 North Monme Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida Is an ANEW employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not vdsh 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 dick here . Product Approval Accepts: In WE 99 E httpsJ/ wuwvfloridabuilding .org /pr /pr_app O. aspXtprarrpwGEVXQ vADgsDdFYerPIwHD3ldsOj8% 2FaIck4YU %2bIdSxXQ4SpVFpiMBO %3d %3d ?l2 w 1 TM WINDOW SERIES 300 ALUMINUM FIXED I D � No LARGE AND SMALL MISSILE IMPACT RESISTANT St i'P�i'•`D GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 1 $Ei � e Sad 6 a 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 LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. ,J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 708- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA 0 G BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE a OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0 STATED HEREIN. 0 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR W! Cj REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS t� DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR 0 V tty!!11 UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED pzy WITH SILICONE. B. 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 11. E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVS INTERLAYER N.OA# 11- 1118.03 12. E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERLAYEL N.OA.O 11- 0624.02 RESTRICTIONS 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY y ptl 1� ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL OCTAGON SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & SIB. ARCHITECTURAL SHAPES ARE LIMITED TO t 70 PSf. MAX. lY MAX. FOR ANCHORS / - TYFEA&C OR 8• MAX. FOR ANCHORS 2• - 3° MAX FROM ANY ]OINT.OR CORNER g 'C u � D.LO. WIDTH - WINDOW WUM -4" D.LO. IENM m WINDOW LENGTH -4• FL *15920.1 J T I� .i. f- -w —} NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. tog J J LL 0 ®tdf Z � Z H 3 DIM s: ss u � —9F— } -FRAME WIDTH --} TYPICAL ELEVATION D.LO. WIDTH - WINDOW WUM -4" D.LO. IENM m WINDOW LENGTH -4• FL *15920.1 J T I� .i. f- -w —} NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. tog J J LL 0 ®tdf Z � Z H 3 DIM EXISTING HOST EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. i/8" MIN. THICK) STEEL: Fy° 36 KSI MIN. ALUMINUM: 6063 -TS MIN. Ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 218 FOR SPACING BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 ( 4� -­FOR SPACING MAX SHIM Ix OR 2x WOOD SUCK _(OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL SEE MULLION APPROVALS FC ELEVATION FOR SPACING N TYPE AND SIZE. i DIST V MAX SHIM Q-1 /4" MAX SHIM 4ANCHOR ANCHORS PER SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE ' JN�NN,MJJ /J EDGE DIST p 28Y WOOD BUCK t � ", Ol 1/4 ' . MAX SHIM ?�.t 6x60.� ANCHORS PER 4 ANCHOR SCHEDULE. a( 8 SEE TYPICAL ELEVATION ON p & .+ 6 SHEET 2/8 FOR $ SPACING bl J O as „OI CI l� TYPICAL ANCHORS, — LUEV.ON PAGE 2/8 &ANCHOR CHARTS FOR SPACING & QUANTITY TYPB'A' ,$6 DkA.�iH Af.ON$Y CO' (Fa-V7 KSI, Fy -ISS KSI) THRU IBY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1.3/4° MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE'S'- 1/4" DID. ULTRACON BY TWO! (FUm177 KST, Fy-ISS KSI) INTO 28Y WOOD SUCKS OR WOOD STRUCTURES (SYP #2 G =0.55 MIN) 1 -I/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 114 -20 DID. SHEET METAL SCREW (GRADE 5 MIN) (Fu-120 KSI, FY-90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: %" THK. MIN. (FY-36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063 -75 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE OISTANCH INTO CONCRETE/GROUT FILLED BLOCI(m 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE ® 3/4" MIN. TYPICAL SECTION FL #15920.1 g 6". I'-D" VERT SECT ce 0 A 3:9 to o$ H ANCHORS PER ANCHOR SCHEDULE.SEETYPICAL ELEVATION ON SHEET 2/B FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/B" MIN. THICK) STEEL: Fym 36 KSI MIN. ALUMINUM: 6063 -TS MIN. r1/4° MAX SHIM WIDTH —4 I , 1/4° MAX SHIM Ix OR 2x WOOD BUCK (OPTIONAL) IER ANCHOR SEE TYPICAL ON SHEET 2/8 4G ST 2 TYPICAL SECTION q 6' m 1'-0" HORIZ SECT SCHEDULE "A" MRS=V FOR RECTM= OPTIONS• OTHER SHAPES ARE LIMITED TO :m FW ISM PAGE 2) DES*N LOAD CAPAOTY (AMMETIWM FP-4M PRAMS GLAWTIMEM GLAWTYPEkVlQAWTM MS TYPEM4 MASSTYPEMS TYPE US TYPE WI TYPE 02 2817Y._ 8T 70._, 70 m m 70 76 m _ m w 80 w ...... w w __ w w w .. 8a .Lab 80 .. 8D .. -p.... w iw 130 . .. 70 70 70 . 70 w.. w _w, w m m m m 80 80 80 w 80 w w 8D w _ tm tw 70 m m m w 80 wBO _ w ' i� tM• Illur....... __. - __ T - - - _......._ - w w w w so . w w .. so 80 . w tm 130 - _.._ 28 IT­ m m 70 m w 80 w w 8C 8C 130 70 m w w 38 ar _ 3Iff . _... 74 _ -_ _m m 70 m ._. w w so 60 60 Co- 8D. w w 1 80 1 in - Be so w 1881!4• w 80 w w w w 1111K' 80 w w 80 80 130 605v 2847Y ar 5310 m "m m m - m �_ ... m m .. 80 w w 1 w __ w w 811..... so w so w 80... ea so so. s 40 iw tw ro m m m so w w w - ._............_..__ 7s`- ._._.... 8�... _w 80_._ . w 10811d° - -._ ............_. __..___ ._.._..._. w _.80 w ... w so ....._. _.........._._._ 411114' w w w so 26 I m m_ m m 88 eD 8o 80 8D 88 1M m m 80 so 3T m m m. m _.w......w w w w w so tw m m w w or ...- 83 HB` T4 - - • ..._ - .....- BD m 8D m 80 m 80 TO De,,rr....... m.. ..._......�c.. _....._.._ t11it4• 70 m 70 m 28 l m m 70 m_ 70 80 w so w w w 80 w eD w 8o w so w t30 tw m 70 m m w w 80 w _ 74 Ur 74• ._.G. .... ... -C._.. ...... m _._...._..__..._ - _. - "....__ _ ...... .... . . . _... - Mur .... ._._..........._ 2812° 70 20 w w w 00 w 8 w w _ 3T m 80... w w w ._..w w ..70 _.. m w w 77114' - 7 —r 74' _.__._. _.. 70 _._._BD m m .... 70 m ._... ___.. __.... _ 111114' - - - - - - - - - - - - - FL # 15920.1 m M-0 1: a 3a i 13 yr Q S 0dI Eli 4 �!'►�1!� ��.' TC'. �7'- T*' �'. ��" R' �"- t^ 7r' f� 'S.il- �'7"+�C'ii�^7r•'�'�.!'"I ^�.R."ii"i°5��"ri"iii'3''7 f�!! ��s :T�srnai3.tr�ia5i:x +�rat�rari xirdrsrxa� niaadranay tsucrarat�ra�zet���ratsv .�zaxadrar�ai�rst Xr�rair3 I iM" f 98• I= 80' ..._ __ ... .... __ 70 m a _ ... a ...__ to .... a 8d' a 80' a 80 a a - T� L IEEE � .Elm 80 80 a a 11IMMEME ....... R4• m m_ m 0_ 80 80 W 80 p 80 t20 7_0 70 30• m m m 70 3 &.._. 80 a a 8D 130 m m a Bo n as 7o ro 7o a a i_ ro eo m a a k Ii a 76• 70 m .. a .. ea to a . .. S.D.. a--w-- 8D 80 ..... .._... a a a ...a .._ _. m 70 7? m m m m 74• 70 - 70 - 70 m W 70 70 70 m a a W a a a a to 70 m a a 70 80 a a 70 m a m 0 ._ 7 o 0 so s m . _ ._ ... m 70 80 a 80 1a 00 .�..._ ._. 70 .. "a W . 130 - a ea a w a a• - a a a w �• ...� 70 70 m 70 7r 70 70 70 74• - m ro n m 34• m m m 70 a a a a a a 30 io m a a 3P m m m — . a . "_ .. a _ so a a GO m m a .m._ .�. . -m m a ... eo a a . ... m m a 42, _ m70 w _a -. soE.66 ...80 a a a . _.. .._ w _. _a _.. � 3 m m a a a a 3o ' `a a a m . __ a o3 a• a a a _. _ –.... a a a � .__..........__. • _._......:__. -- — __ -- - .. ao m m . m _.. -- ...... . .c__. -m m m m ....,.e............a.... ar " - m m "- m m UWWTO37OP81(SMPAGE3) t St ■f>EU'aEU'aOOOOO8IF� MEN• L IEEE � .Elm 11IMMEME 1 ton ���>•sr�asas m m ss ® n mull. 12- TMW -04 0 covca�er FL #15920.1 *ANNllt� ITE PVB SEALANT DEPTH MIN. (TYSETTING AT K Pm GLASS TYPES '7 SGP IIVTERLAYER �' H.S. A" HS. �° T SEALANT SEALANT y "® DEPTH MIN. (TYP.) DEPTH MIN. (TYP.) SETTING BLOCK c aW SETTING BLOCK AT A POIPITS n q m AT V4 POINTS <e> .090 BUTACTTE PVS TACITE PVB .090 WrACITE PVB INTERLAYER 7/La' AIR SPACE YER tNTERIAYER ANN. 1/a' H.S. A° H.S. SEALANT TM -328 SEALANT SEALANT Ya' I ? DEPTH MIDI.. (IYDEPTH TM -327 1/8' GLASS STOP FOR 8 /18' MASS MIN. PO t - SETTING Bj"o AT P�'�.^ 8083 -T9 *AN-N.I%le S. 1vn� W SETTING BLOCK AT 'Y, PDINITi TPE POLYPROPYLENE FOR 5118" GLASS ULTWAS GR AT X. POINTSgm q vam BUR.B - 0. 178.0 INSULATED GLASS MALWB BEAD AMESBURY 7 32011 � 7/18 AND 9/18 01A53 BLAZING BEAD AMESBURY G m (2) 88 X t SLS SCUM AT EACH FRAME CORNER SAE OR 2 WN <@> 9. <63� SEAM SEALER '7 SGP IIVTERLAYER �' H.S. A" HS. �° T SEALANT SEALANT y "® DEPTH MIN. (TYP.) DEPTH MIN. (TYP.) SETTING BLOCK c aW SETTING BLOCK AT A POIPITS n q m AT V4 POINTS <e> MATERIAL SCHEDULE .090 BUTACTTE PVS Ya' ANN. PART INTERLAYER 7/La' AIR SPACE MANUF. /SUPPLIER /REMARKS .090 SGP IPITERLAYER °ANN. ANN. 0. 083" SNA /JAMB /HEADER EXTRUSION 1/s° TEMP TM -328 1/8' GLASS STOP FOR t° CLASS SEALANT Ya' I ? 3 TM -327 1/8' GLASS STOP FOR 8 /18' MASS DEPTH MIN. (TYPJ i t - o.OSO" SNAP COYER 8083 -T9 SETTING BLOCK S. 1vn� W 0.370" NIGH D VINYLS TINS AND 0.187' T -SLOT TPE POLYPROPYLENE FOR 5118" GLASS ULTWAS GR AT X. POINTSgm 32 1 vam BUR.B - 0. 178.0 INSULATED GLASS MALWB BEAD AMESBURY 7 MATERIAL SCHEDULE • VAT® ITEM PART DESCRIPTION MATERIAL MANUF. /SUPPLIER /REMARKS i NMI 0. 083" SNA /JAMB /HEADER EXTRUSION 9D83 -T9 TM -328 1/8' GLASS STOP FOR t° CLASS 8083 -TB 3 TM -327 1/8' GLASS STOP FOR 8 /18' MASS 6083 -T8 4 - o.OSO" SNAP COYER 8083 -T9 H.S. S. 0.370" NIGH D VINYLS TINS AND 0.187' T -SLOT TPE POLYPROPYLENE FOR 5118" GLASS ULTWAS 6 32 1 vam BUR.B - 0. 178.0 INSULATED GLASS MALWB BEAD AMESBURY 7 32011 mn B1RS - DaWo 7/18 AND 9/18 01A53 BLAZING BEAD AMESBURY - (2) 88 X t SLS SCUM AT EACH FRAME CORNER SAE OR 2 WN FOR REMAMILAR WWDOW SHAPES ONLY 9. SEAM SEALER ACRYLIC SCHNEE- MOREHEAO 1 — — — 11 - SETTING BLOCK 1' LONG AT 1/4 PITS HM DENSITY RUBBER 1 - OPTIONAL SURFACE APPLIED MUWM GOBS -TB 1 RAPID STRENGTH RO37700 STRUCIVRAL, SIUCONE ELASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS 1 . - ALUMINUM 'U" CtU UMEL 2' LWW AT EVERT ANMWR =ATM (7YP.) 8032 M ALUMINUM 1 3/19' XL EDGE MM SPACER STAINLESS STEEL ALL METAL T - 7119" XL EW GLASS SPACER STARLESS STEEL ALL METAL 9 PRIMARY SEAL PIS 9 - SMONDARY SEAL. smsco E . SGP INTERLAYER ,� • VAT® H.S. . �{,�Q. ,• _; •� SEALANT DEPTH MIN. (TY �� SETTING V4 m .090 BUTAS"61'oV IN R SPACE ` H.S. S. SEALANT DEPTH MIN.(TY0 SETIING AT )4 PG Q @g c3 H * ONLY APPROVED FOR LARGE MISSILE IMPACT FL *15920.1 I g d g 0 -3.033 j F"M-1 F 1.269 i 3.033 1 p NOTE: PART S14 IS NOT REQUIRED WHEN USING THIS MMUSION 0.420 0 0.025 0 0.0761- ,-I x,0.030 Is .17 o ° 00 ry 0.02# °x 0.080 .1 0.080 0.570 0.031 0.)50 NQ ° O M O p M � t rn 0.056 ° 0.095 n �+ 0.050 $ M NNNN^^ C! O 1.139 0.050 o4 ° 1.000 fic0.022 80 ONOTE: EXTRUSIONS NOT TO SCALE. T � 0.813 --i 1 l g d FL #15920.1 ri eeam 7 c� ce J Z � $ a� z 3 [/J •' • r I 4TI RTM s .. =!* August 23, 2012 Application Number: FLB Project Number. Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 12- TMW -04 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.60, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and /or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #12 TMW -04 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 (An). • STRUCTURAL ENGINEERING-CALCULATIONS Structural engineering calculations have been prepared which evaluate the ;product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size /Pressure Combinations 3, Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity No $3% increase in allowable stress has been used in the design ut eacn prouuct. 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 -354 -0660 FAX: 954 -354 -0443 WWW.ENGEXP.COM NG 23, 2012 TM Window, LLC. — Series 300 Aluminum Fixed Window (LUD Page 2 of 2 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 #11- 1118.03) 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 respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. 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 products respective anchor schedule. Host structure conditions which are not accounted for in each products 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 12'r" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954 - 354 -0443 WWW.ENGEXP.COM