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WS-15-2830 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247413 Permit Number: WS-11-15-2830 Scheduled Inspection Date: February 17,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BRETON, ROMAIN Work Classification: Window/Door Replacement Job Address:453 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060170410 Project: <NONE> Contractor: FLORIDA WINDOW&DOOR Phone: (561)340-4300 Building Department Comments REPLACE 4 WINDOWS WITH IMPACT REPLACE 2 Infractio Passed Comments DOORS WITH IMPACT REMOVE 1 WINDOW ENLARGE INSPECTOR COMMENTS False OPENING TO FIX IMPACT SLIDING GLASS DOOR Inspector Comments Passed 'y Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 16,2016 For Inspections please call: (305)762-4949 Page 10 of 40 . . 0S /S® ZY ENGINEERING Fill-e- 2213 22nd Lane Palm Beach Gardens,FL 33418 Phone:(561)625-6455 Fax: (888)788-2515 e-mail:tegy@telunnM.com February 3,2016 Building Department Village of Miami Shores 10050 NE 2nd Avenue Miami Shores,FL 33138 Re: Breton Residence at 435 NE 99th Street,Miami Shores Permit#WS-11-15-2830 To Whom It May Concern: This letter is to address the installation of reinforcement and bucks for the sliding glass doors installed in the guest house. Based on pictures provided,the#5 rebar was installed in the jambs with epoxy and a minimum of 4" embedment in accordance with the permitted drawings. The wood bucks for the jambs where installed with 1/4" diameter concrete screws with a minimum of 1-1/4"embedment into the concrete substrate spaced at a maximum of 12" o.c. I certify to the best of my knowledge,belief and professional judgment that the jamb reinforcement and bucking was installed in accordance with the permitted drawings and the Florida Building Code 2014. If additional information is required,please let me know. Sincerely, T.E. Lu�yd'� �' A 819 ?ZZ Terrence E.% }G�P I,CCS FL Reg. #26119 Miami Shores Village Nov o s zo,5 Building Department BY: � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 - ® FBC 20//r / BUILDING Master Permit No. / L ff&_!� PERMIT APPLICATION Sub Permit No. XtUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 453 NE 99th St, Miami Shores, FL 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-017-0410 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Romain Breton Phone#: Address:453 NE 99th St, Miami Shores, FL 33138 city: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Florida Window& Door Phone#: 561 340 4300 Address: 7108 Fairway Drive City. Palm Beach Gardens State: FI Zip: 33418 Qualifier Name: Scott Berman Phone#: 561 340 4300 State Certification or Registration#: CGC 1509450 Certificate of Competency#: i DESIGNER:Architect/Engireer:Iol/'tdLoL 14 vwr. Phone# ir Address:Z;L/3 12.4 Aran a City: S State: Zip:33yjg� Value of Work for this Permit:$15,000 Square/Linear-Footage of Work: Type of Work: ❑ Addition X Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: , /aGgQ i Wg..c" r.011 l►' s�ADe_* 1,4-0 '91, A'P_1at6E 'j, �n f >rts /✓�Aai�' /yoG& aP'.Wfoc Ile, Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ i TOTAL FEE NOW DUE$ l (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 l S by 2,day of dOJ6n1%6:Z 20 jr by Romain Breton who is personally known to oj6mj� Q/'�7.�rn ,who is personally known to me or who has produced as me or who has produced ,NRY PD S►MiK+JFF identification and who did take an oath. identification and who did take an oath* c* MY COMMISSION#.EE 830795 EXPIRES:August 27,2016 NOTARY PUBLIC: NOTARY PUBLIC: Al"OnIvBonded Thru Budget Notary Services Sign: Print: \. Print: Seal LEYVIS CARMONA Seal: �QQ� MY COMMISSION#FF006408 ,e go EXPIRES Apnt 9,2C 17 APPROVED BY Plans Examiner Zoning /)da//r, Structural Review Clerk (Revised02/24/2014) Corporate Office: 7108 Fairway Drive Suite 120 F� Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 JUST THE FACTS .a r Window kor ❑(561)848-7011 Corporate ❑(561)340-4300 Palm Beach 1 First of aIL...No verbal agreements are recognized.Everything must be in writing on the 11(954)990-1800 Ft. Lauderdale ❑(772)621-5905 Port.Saint Lucie contract.Please make sure everything is on your order. ❑(305)370-3770 Miami ❑(941)225-7555 Sarasota 2 Contact Info....We require at least 2 telephone numbers and an email address from every ❑(239)687-7555 Naples ❑(813)475-7555 Tampa customer.Please agree to provide this information and the best phone numbers to contact ❑(321)332-1237 Orlando you during working hours(9-5). 3 Project Coordinators....You will be assigned your own Project Coordinator who will be re- www.floridawindowanddoor.com • CGC 1509450 sponsible to schedule the dates of your measure,installation and municipal Inspections.Your Rorlds Wlndow&Door agrees to sell and supply customer and customer agrees to purchase from Florida Project Coordinator will contact you prior to your Installation and let you know the time your IMndow&Door the following windows and other materials and services on the terms and conditions set Crew is expected to arrive within a four hour timeframe;for example 8-12,but it does vary forth below.All Items purchased hereunder are covered to the extent applicable by the Limited Warranty. depending on job location,traffic and material pick-up. Contract subject to measure,engineering,city approval and use of elevator to stage and remove product. 4 Installation time Is approximately 6-11 weeks from date of measure.In situations in which Home Owners Association approval is required,the date of projected installation will be begin • INFORMATION • based on that approval date.Should special order items, construction or Historical District CUSTapproval be required the projected installation date will be an additional 4-6 weeks from that approval and/or engineering or architectural plans being completed.We cannot hold or � guarantee any installation dates.Installation dates are weather permitting as we cannot Customer Name �A/� A Q�j predict Mother Nature.Occasionally,a Crew gets sick,a truck breaks down or we fall behind on a prior installation.Please be understanding about this,as it happens In every place of Home Phone Number business.If your Installation Is cancelled for any reason other than weather on the day of your installation,we will gladly refund you a$100.00 credit for your inconvenience.Please understand,that we use local weather reports as our guide due to Installation Crews using g power tools so while it may not be raining at your house we must use our best judgment to Street: �� >Ga / ensure the safety of our staff.If you MUST have a Saturday Installation your projected time Job Address �/� of Installation may be longer than is stated on your contract. City: RlhWl �iTcr74&_S 5 Length of Installation-Time frames are based on the size and scope of each job. State: Zip: f�2C7 6 A responsible adult 18 years or older must be at the installation site at the beginning and f� �r/Q the end of the job.The head installer will do a walk around with you prior to starting work to assess any existing damage,landscaping,or any property that could be affected by the Street: construction.He is available to answer any questions you may have at that time.The head Installer is also required to do a post inspection when the job is completed.We want you to Billing Addressmake sure that we exceeded your expectations,so go over the job very carefully.If there is City: anything that needs to be addressed,he will be able to take care of it,or ensure that any necessary parts are reported and ordered.Your balance due is payable by cash,check, State: Zip: money order or credit card.If you are using our financing program a completion slip may need to be signed.Your installer will need to collect at the end of the job based on payment Mr. Cell 1schedule of the job. 7M Installation Team....We only use authorized Florida Window&Door installers.All work is Mr. Work ( V%/ guaranteed by Florida Window&Door,so you never have to worry. 8 Power...Installers will need to use your electricity.They do not carry generators.I agree to supply access to my power. Mr. Email 9 Children and pets....Please provide a safe location away from the area during the installation process.Installers use power tools and we don't want anyone hurt. Mrs./Ms. Cell 10 Rotted wood is beyond our control.If we do find rotted wood,there will be additional charges �� for replacing it.If it's small don't worry,we got 41 Your project coordinator will notify you if this MrsJMs. Work ( happens at the start of the job. 11 We will obtains all necessary building permits,site specific engineering and any information as / required by the local municipality.The Owner will be responsible to sign,notarize,and return Mrs./Ms. Email ��3'f�1N m fJel: �i�� all permit documents and to provide the Home Owner Association contact information and 6 assist us in the submission of the application to the HOA for approval.Homeowner acknowl- L HOMEOWNER INFORMATION (MUST BE COMPLETED) edges that the length of time to produce the product will be dependent on the timely return of the documents,the Association approval and the permit being approved by the municipality. I Twe of Home: WAouse ❑Condo ❑MHC I 12 Financing....if you are financing your balance,Florida Window&Door's finance department 9V115NVVWWRIVaV �0•V �/� loan terms change,Florida Window&Door's finance department and/or your representative Community Name: will explain them to you. Management: Company Name: 13 Landscaping....When your installation is in process,there is debris.Some of it could fall on your landscaping.Our Installers do their best to avoid damaging your flowers,trees,and Company Phone: bushes,but sometimes it does happen.Please be understanding. 14 Dumpster/Storage...Under no circumstances do we leave Job debris on your property.We CUSTOMER AGREES TO TERMS OF PAYMENT AS FOLLOWS: remove everything for safety reasons.Please do not ask our representatives if you can keep Job Totalscrap.Dumpsters are not for customer use.We must be given a suitable place to work and $ �(�® i,�®l7 store material.In the rare occasion,that there is not storage or work area available we will utilize storage containers but that will be done at additional expense to you. 50% Down Payment $ "400 Doors: /.OVID•Cor' 1 Wood....We do not replace the wood framing or stops around your windows.We reuse your 40% Payable on Product Delivery $ � existing ones.it's better for the environment.These items are available for purchase if you would like to add them to your work order. Balance Due Upon Percentage of Completion $ /62V O� 16 Construaon Concerns...We do NOT do any painting or wood staining.Sometimes plaster may crack during installation.We will repair with first coat of mud and sand smooth.You may /6 0o have to do touch up painting and light sanding after we have finished.During the installation Permitted Hold Back Pending Final City Inspection ($200.00) some minor stucco damage may occur.We Wil repair the stucco and prepare for paint,but will not paint the stucco. In the event of a mathematical error,the prices printed on the contract are the actual prices to be charged. 17 Grids....If you ordered grids on your windows,the patterns will be the same as what you have existing unless otherwise specified on your work order.Please make sure this is the pattern • !L-i NA.111"1 fillPJAXA i .KM I a a_ 4-1,,WAX you want. f= 6 LJ Cash ;r Card 18 Screens....Half screens are standard on our windows. iii r 19 Window Treatments...We ask that you remove all window treatments prior to your installation. All windows/doors being replaced will need at least 3 feet of clearance In order for our Crews Name on Cr �(�„ to work.We DO NOT take down or reinstall any window treatments.In the event window treat- (561)848-7011 Corporate 0/ ments are not removed we take no responsibility for their condition after installation.Most win- Credit Card (561)340-4300 Palm Beach dow treatments will fit after installation of new windows and doors but this is not guaranteed. (954)990-1800 Ft. Lauderdale 20 Hurricane Shutters...ln circumstances In which we remove and reinstall existing hurricane Exp. Date: (305) 370-3770 Miami shutters we do not guarantee that the shutters will open and close without additional service (772) 621-5905 Port.Saint Lucie or maintenance being performed by a shutter service company.Working condition is Your final c (321) 332-1237 Orlando dependent on age of shutter and previous maintenance of existing shutters.In the event that shutters are not reinstalled it is the responsibility of the Homeowner to replace all flooring and fill any applicable installation holes. RIGHT goods 24 Alarm contacts....will not be reconnected.We will leave the wires exposed and your alarm sen/ices,YOU may cancel this agreement by providmg written notice io[he seller in person,by telegimin,oi I.)V company will need to come out and reconnect them.As you must be a licensed alarm compa- goodsLISIL be clel ivered or ny to work on alarms. beloie midnight ol ihe ihird business clay ailter YOU Sign this agreement. 11 you 2g n 1 understand the details of my pre-install checklist and I have received a copy.Please start CONTRACTmay noi,keel)all or I)ar:L of any cash down paynienit." TH IS e D >t/ my order immediately.If I do not answer your call within 24 hours please feel free to call my BACKSIDE OF THIS PAGE, manager at extension#402 IN WITNESS WHEREOF the parties have here unto signed their name(s)this day of 5 1201 Owner(s)agrees that this Agreement front and reverse,constitutes the entire understanding between parties,and there are no verbal understandings LEAD SAFE PAINT PRACTICES changing or modrrying any of the terms of this Agreement.ThlsAgreement may not be changed or its temrs modified or varied In any way unless such changes are Inwdt/ngandsignedbybothOwner(s)andMecontractor.Owner(s)herebyacknowledgethatOwner(s)hasreadMefrontandreverseofthis LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of Agreement and has received a completed,signed,and dated copy of this Agreement Including the two accompanying Notice of cancellation forms,on the pamphlet,"Renovate Right: Important Lead Hazard Information for families,child care the date first written above.Owner(s), o aclm is fie that he or she was orally informed of his or her right to cancel this transaction. p P 9 Im providers and schools",informing me/us of the potential risk of lead hazard exposure from Owner ' renovation activity to be performed in my/our home. Itwe received this pamphlet before the work began. 04 5 Owner nit. Init. /nj .o _ J 4 Salesperson (Please Pant Name) Location EXT 0 Customer elects reduced warranty option for a term of years. Property Search Application-Miami-Dade County http://www.miwnidade.gov/propertysearch/index.html#/reportisummar OFFICE OF THE PROPERT Y APPRAISERSummary Report Generated On:7/1/2015 Property Information Folio: 11-3206-017-0410 yam, Property Address: 453 NE 99 ST ,s Owner ROMAIN A BRETON&W KRISTINA M MARTINEZ Mailing Address 453 NE 99 ST MIAMI,FL 33138 Primary Zone 1200 SGL FAMILY-2501-2800 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT _f Beds/Baths/Half 3/2/0 y Floors 1 j Living Units 1 r Actual Area 2,586 Sq.Ft Living Area 2,011 Sq.Ft Adjusted Area 2,469 Sq.Ft Taxable Value Information Lot Size 9,775 Sq.Ft 2015 2014 2013 Year Built 1948 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $268,1921 $265,667 1 $261,002 Land Value $234,854 $205,197 $181,952 School Board Building Value $160,474 $156,333 $156,360 Exemption Value $25,0001 $25,000 $25,000 XF Value $669 $669 $669 Taxable Value $293,192 $290,667 $286,002 Market Value $395,997 $362,199 $338,981 city Assessed Value $318,192 $315,667 $311,002 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $268,192 $265,667 $261,002 Benefits Information Regional Benefit Type 2015 2014 2013 1 Exemption value 1 $50,000 $50,000 $50,000 Save Our Homes Assessment $77,805 $46,532 $27,979 Taxable Value $268,192 $265,667 $261,002 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead 1 Exemption $25,000 $25,000 $25,000 Previous Price OR Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Book-Page Board,City,Regional). 04/29/2009 $370,000 26868-2802 Qual by exam of deed 02/01/1995 $140,000 16702-0098 2008 and prior year sales;Qual by Short Legal Description exam of deed MIAMI SHORES SEC 4 AMD PB 15-14 01/01/1985 $90,000 12379-1399 2008 and prior year sales;Qual by E45FT LOT 17&W40FT LOT 18 exam of deed BLK 89 2008 and prior year sales;Qual by LOT SIZE 85.000 X 115 08/01/1980 $115,000 108541275 exam of deed OR 16702-0098 02951 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and rami-Dade County assumes no liability,see full disclaimer and User Agreement at http:l www.miamidade.govfinfo/disriaimer.asp Version: 1 of 1 7/1/2015 11:02 AN A N N-C M. G A N N O N P.O.Box 3353,West Palm Beach,FL 33402-3353 "LOCATED AT" CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel:(561)355-2264 Serving Pnim Reach County 7108 FAIRWAY DR Ste 102 Serving you. PALM BEACH GARDENS, FL 33418 TYPE OF BUSINESS OWMER CERTIFICATION if I RECEIPT J//DATE PAID AMT PAID I BILL 0 23.0051 GENERAL CONTRACTOR BERMAN SCOTT cGciso94so I U1s.7eeot7-o9/24/t5 $77.50 1 640148418 This document Is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEIPT FLORIDA WINDOW AND DOOR LBTR Number: 201004961 FLORIDA WINDOW AND DOOR EXPIRES: SEPTEMBER 30,2016 7108 FAIRWAY DR SUITE 102 PALM BEACH GARDENS,FL 33418 This receipt grants the privilege of engaging in or 11�, 111, 1,1 1„111 1)i managing any business profession or occupation within its Jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomy T.M.Windows LLC 1543 N.Poweriine Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated.below. The Miami—Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade 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—Dada 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. ESCRIPTION:Series 11805"Aluminum Horizontal Rolling Window--L.M. . APPROVAL DOCUMENT:Drawing No.W0-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al Farooq Corporation,signed and scaled 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 D e 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 ofthis 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 inspecti*%authe job site at the,request of the Building Official. This NOA revises NOAH 13-0107.08 `tl�xsa��? and evidence pages E-1,E-2 and E-3,as well as approval document mentioned g14Wed.; •.; 0.0 : ; • The submitted documentation was reviewed by Manuel Perez,P.•L. • NOA No.15-fl54S.29 . . M�arn•�aoE co xpiratiou Date: May 13,2019 . .. . . . .. .. Approval Date: August 13 2015 a ! Page 1 • •• •• • • • •• •• ••• • • • ••• • • T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1 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-5945s dated 07/31/09,signed and sealed by Julio E.Gonzalez,P.E. (Submitted under NOA No. 094110.02) 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 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 an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-0105.02) .. ... . . . . . .. • . .. . . . .. . . . ... .. ... .. . . . .. Manuel P004 P.E. Product Contra miner •90 . NOA No.19-40505-29 .. ..•• . Expiration Date: May 13,2019 • Approval Date: August 13 2015 . ... . so. . . E-1 ... . . . . ... . . . . . . .... . . . . . . . .. .. . . . .. .. ... . . . ... . . T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G TESTS(coNmuED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS.201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3995,dated 11/13/03,signed and 'sealed by Edmundo Largaespada,P.E. (Submitted ander NOA No. 04-0120.01) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 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 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 and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51' Edition(2014)and of no financial interest dated 03/16/15 and revised on 08/07/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass I1terlla5eri',dated 02/20/1 expiring on 02/08/19. . .. . . . . ... . . . . . . . . . . . Manuel P P.E. ... Product Contr Ex finer • NOA N0. 505.29 ' •• Expiration Date. May 13,2019 . .. . . . .. .. "' •• Approval Date: August 13 2015 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5e1 Edition (2014), and of no financial interest,dated March 26,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Labpratory,Inc.,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA004 X110.02) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FU-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02121/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted vender NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No.FTI-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edniundo Largaespada,P.E. (Submitted imder NDA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08,issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13/10. .. ... . . . . . .. . . .. . . . . ... . Manuel P P.E. 0:0 ... ... Product Control 14dininer • NOA No. 154505.29 Expiration Date: May 13,2019 • Approval Date: August 13 2015 E-3 see . . . . fee 0 . . . . . . . . . . . .. .. . . . % .. ... . . . ... . . ~ 3/16'ANN.CLASS 3/18'HEAT STREN'D CLASS A FOR� 5 E .090'tntaAoyar .090"I ar WOOD STRUCTURES OR '• Saflex Clear And Color G{aae Kararay San as TWU WOOD BUCKS INTO MASONRY 74'MAX. By'Eastman Chemical Co! By'Karofay America,Ina• WINDOW WIDTH g 3/16'ANN.GLASS 3/16`HEAT STRQN'D GLASS 8 ,MAX _ 5'MAX N SILICONE SRICONE FALSE MM1fINS 8' SILL CORNER$ E RGS7700 GE RGS7700 ( F AP=AP 3 3 FE ig Dow CORNING 995 DOW cam9Nc 9� A 13 1 tt n 13 !t! 1 8 h "1 �� li ii VVV TO C I, �� i H E d' m 4 II 11 ,,LL, 11 a = 11liJL 4 D =='Y====� —= E dt — / S 28 AT 1/4 POINTS ON 1Jf1,5 AT 1/4 POINTS ON IITFS iy it �� ii 5 � \ '� y WmLR T. 38'ONLY WNFR TFtAN 38'QNLY W F 1 m 7/16•o�VERAIL A 7/1s"OVERALL OEM t/s"TEMP.GLASS �i�ii �i ii of • • •••• +' __ • • • 3/18°HEAT STREN'D CLASS 3/18'ANN.GtA55 1/4'AIR SPACE 1' B ;I i' i` • :•• • � I •••••• .120'lMerfayer .120'Interioyor 1/8'ANN.GLASS 1' II • ••• Uvw wl S Uvdwt S 090"Interlayer •••••• By'AIInex USA Inc.' By'AMex USA hte. Saflax Ctear And Color Class •• • M„� • • By'Eastman Chamlaaf CO.' I u� • b M 3/18'HEAT STRL'N'D GLASS 3/16'ANN.GLASS 1/8°ANN.CLASS 327/8' 33 1/2' ••• �Z ••:••• SILICONE SILICONE CC SIUCONE D.I_OPG. D.L OPG. • o • ,� _ ••••• GE RGS7700 GE RGS"00 BE RGS7700 •• •F 0 YrX • z' Dow CORNING 995 Dow CORNING 995 Dow coRNDIc 9Bs va37 ur W/ionl ••••• SSp •••:•• IL 13 ! !• \ 13 I! i! oso 1 0 • • a OZ p i li i i "' T�PTCA ELE1/ATI01� • i i 7d •00:0 113 ii h i i %0 OR 0%SIZES •••••• • �ina ••••• MA%IMUM DESIGN LOAD RATING - PSI' ,J • AT 1/4 POI IS ON UTES AT 1/4 POINTS ON LRE9 FOR SIZES SHOWN ABOVE OR SMALLER 28 AT 1/4 POINTS ALL SIZES GIASSS TYPE'A' GTA43 TYPE'B lIdBB 9'YPB'C G1A8B TIIB'D' TYpxw WIDER THAN 36"ONLY WIDER THAN 38'ONLY Exr.(+) ENT.(- TYPE 'C' TYPE 'D' TYPE 'E• Bo.o 90.0 Sao 13D.o 900 Sao ss.o ss.o 790 79.0 1/2'OVERALL GLASS 1/2'OVERALL GNAWS 11/16.OVERALL.INSUL.-GLASs- - LOADS SHOWN ABOVE ARE FOR wW00W VENTS WISH SPi0N0 LOADED ALUh9EAlM LA1 GLAZING OPTIONS FOR METAUC SWEEP LATCHES uW MAX.LOADS To d:8a0 NOTE: SERIES BD5 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING TNDW. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING:COMMISSION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE N DECLARATORY STATEMENT DCAOS-DEC-219 a CHARTS SHOWN ON SHEETS t &2 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY KURRICAKE ZONE s m o c w APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDEARE RATED FOR LARGE&SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS,MUST 8E ANCHORED PROPERLY TO TRANSFER THESE WINDOWS . COMBINATIONS OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. a 1 MINA-DARE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS usrm, SPACED AS SHOWN ON DETAILS.ANGHDRS Er4r 0= APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL.SHAD.BE BEYOND WALL DRESSING OR STUCCO. CIY4. PRODUCI'REVl36D LOWER DESIGN PRESSURE;FROM WINDOWS OR MULLION APPROVAL F� 70— mom�piy(agMtdUxi[aOrMr L WILL APPLY TO ENTIRE SYSTEM. NOT PRIMO OR IS APPROVAL CONDITIONS NOT SHOWN IN THESE DETAILS ARE Bldldmg Code g NOT PART OF THIS APPROVAL Acceptaaeo No '' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Uata ALL SI DM TO BE HUGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE. By drawing no. MATERIALS INCLUDING Bur NOT UMITEO To METAL SCREws.THAT W08-81 RTEQULREMENTs o w WOTHER IUD BL°m.am COD 4LS sHAu MEET THE qAP2015 8!,eat t ar ADDL ANCHOR REOD. �� F FOR DOWALI.NIONS INTO WOOD STRUCTURES OR ADDL.ANCHOR KQA THRN WOOD BUCKS WTO MASONRY FOR INSTALLATIONS WTO 111'MAX. WOW STRUCTURES OR WINDOW WIDTH TH RU WOOD BUCKS LRD MASONRY 111•MAX. 10 1/4• WINDOW WWI" F, s• MAX—� 9 318, FALSE MUNTWS 3, \ MAX, or MAX, FALSE MUNFM 14 7/e• 3' V MAX. a $ CL (SURFACE pPPLIm) AT FDL LITE SURFACE APPLIED MAIL HEAD/SILL Q Iii iS SE6 A HFAD\SBl HEAD/SILL ( A (� MAY BE U 3 AT VENT CORNERS MAY BE 3 F1FAD 7• CORIIERS t I _ 1 1 I �' 1 1 1 8 0 g��1,'i�d� N\�,pC C46 -=_ L11'1iII1I1'L1tI1Is1t13�z 7�_B3%s-_//-sJeS1Ini1InaI1Ii`•1ILi1II1LIt-DD45-1 ==i..11lijIl1I1111it1IIl1I�==��=%�=NaII1I1•a\IimwIII1lI�-=�pJG'-1 =....=JJ-1I�iIulI�IL�1IiiILt�_-�-,__--_1�1IIIIiII�NI1CLIi IIL=_= U }\ni pp1 Inc C4s =-_-_--__S-�+,1II11I1IF L 1I==D4D9== -I==_=Ji13IiIiIItiiCtfIi1F:-1_--=._==_==_=vI1tppaIITI�trI1iII I�'_==_=n1_�gOg7a IIiiliIi1I,L'il li4 • • ••• ��r�ppS,GG6a•••��ig�Q{R�pd�• CqqO< � D SOiI it It I mJ 8j 3Tr 24Sz 33 1j232 71W ' M D.L.OPQ. OL OOOPO. � D.L.OPG. D.L.OPG �o g 37 s/Lr 29 1/4• 29 p • VENT WIDTH VENT WIDTH VENT WIH wMVmaa �1.�`• •••••••:•••••••• ••••••• •••• • • a ZoZ ••••• • • • M0 • %0%SIZES TYPICAL ELEVATIONS KO%SIZES •••• i • �1 o d ••••• MMMDESIGN LOAD RATING - PSR MAXIMUM DESIGN LOAD BATING - PSF • -o . • FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER • MASS TYPE'A' WASS TYPE'B• GLASS TYPE'C' MASS TYPE'B' GLASS TM'A' CLASS TYPB'9• W.(+) 'Nr.(-) -.(+) INTI(-) EXr.(+) INT.(-) EST.(+) 1Nr.(-) ExT. EX w INT.(-) B0.0 SO.0 90.0 130.0 40.0 90.0 790 79.0 BOA 90.0 9C1.0 130.0_ - e o LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. I LOADS S OO AWE ARE FOR WINDOW VFNIS d 2 1 8 FOR METALLIC SWEEP LATCHES LIMIT MAIL LOADS TO*30.0 PW. WDM SPRINO LOADED ALUM LATCHES a W o FOR METALLIC TO SSWEEP CATCHES LUT MAX.LOADS p Q v�N xd� 8�� L C Q m U O W Glgr:JAVAD AI•IW � •, PR�1JCrRSVISED TTA PE 0711591 88 ft .,;a 4AP S mScl o L t�- A«�TA��. tq a NOTE: GLASS CAPACITIES ON THIS SHEET ARE Memt drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION WOB-81 DECLARATORY STATEMENT DCA05-DEC-218 72015 aneet 2 er TYPICAL ANCHORS r` SEE E1EV. SEE ELEV, TYPICAL ANCHORS 1BT FOR SPAT FOR SPACING WOW SUQC s MEAL .;Q: .. LMR11TURE Fr-------—___^"_--�� ea :'EDGED IIMVWI-DARE COIINIY APPROVED '^d ' d a NIM UJON&MULLION ANCHORS I 0 a' e. �s•• J a' $ }10X3/8"PH SMS 2 PER CUP EDGE I 11 SEE SEPARATE NOA \ \ Ow. N EDGE DIST.LLF"' I Q I p e \ 3 �a •I i !I tl 14 4'LONG CHORS B A TYPICAL WIRD LOAD CLWANCNORS FOR SPACING 1 iI jj I' FOR SPACING 1L !. II I! • � F !� !I WOOD BUCKS AND METAL STRUCTURE NOT BY TV WINDQWS • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYS9EM • •••••• I! I AND TRANSFER THEM TO THE BUILDING STRUCTURL: • • :• r, • ii i! ti � • • SEALANTS: TYPICAL ANCHORS• SEE ELEV,FOR SPACING•••i•• $ ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH �4° DIA IILTTRAt ON BY`ELCO_' (Flt=t77 K54 Fyet85 K9a m •••••• !! !! !! SILICONE OR ACRYLIC SEALANT. •• • • • • kk INTO 2BY W000 BUCKS OR WOOD STRUCTURES• • • o 0 I! li j y a S WEWHOLES• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILZfBAM) U��adt ••••• o = a o Wf 1-1/4'X 1/4'WEEPHWJ:S WITH PLASTIC BAFFLE THRU 1B1' BUCKS INTO CONC. OR MASONRY ••�••� � ijz 4 ••••• • o AT 4-7/8'FROM EACH END AND AT MIDSPAN 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/Sl" •• W2 1-1/4"X 1/4'WEEPHOLES 1-1/4° MIN. EMBED INTO CONC. OR MASONRY {JAMBS pI •••�• i I i AT 4-7/8'FROM EACH END AND AT MIDSPAN •••• • O / DIRECTLY INTO CONC. OR MASONRY • • • AIL, • W3 = 2°LONG WEEP NOTCH AT EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SIG.) • • zz ••••• Ij f I it W4= t" LONG WEEP NOTCH AT 32' FROM EACH END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY•(JAMBSi) • a IX DIA TEKS SELF DRILLING SCREWS BY 'Mr(f MESCRS) • ••••: !I !! INTO METAL STRUCTURES •• STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN. ALUMINUM 1/8'THK. MIN. (8063-T5 MM. 18 iii 'i 21© 11tYCLIP ADAP LLONG � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SILo I[ :I J14 SMS OR SELF DRRLRJG SL`REWS (GRADE z CRS) 12 2 INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") R B 3 8 (NO SHIM SPACE) M551M EDGE 051P= W3 28 INTO CONCRETE AND MASONRY= 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. S ® INTO t ls� INTO METAL STRUCTURE = 3/4' MIN.WOOD AT NEW,SILL OR JAMBS SG +0.55 MIN. c a m v m u CONCRETE AT HEAD, SILL OR JAMBS re-3000 PSI MRN. C-N HOLILGW/FILLED BUDCK AT JAMBS rm=2000 PSI MIN. g da Fngr.JAVAD MOOD mwucrTRWMBD , 14 a•� , I FIA PED 7a5s2 eseotaplylRgtvllhllwWmfda I '� $ .y¢;_ �' '' �".• ;:" .. �_ ,v'". v •� v 9: 4PR" �ANCHORSP „ B9tePoR SPACMC7 ”wt Wz ' 3�adrmatng no. EDGE DST. �Dw 07 201' W08-81 P � sheet 3 oT 7 1/4 SM © 12 MAX. VENT WIDTH � ,s t/a'MAIL Z NEfAi 2 ig 9 SHOM S SEE E STRUCTURE .FOR SPACINO •. 18 d'O I ° f- n 33& 177 �_ t� ................... "- - --SCREENS OPT. i1D BKS $ TYPICAL ANCHORS Y lol— fOREsPaaFIC• a EXTERIOR OJ-.4 5 .•.a • XO LAYOUT •• • a i• O • OX OPPOSITE •••••• • d • •••••• • • C 1/a'WX •••• • CD [} •••••• O • o • T/a'SHRI vERr WIDTH WIDTH sF • • g ZBY WOOD SUCK •••••• �WFi ti • • TYPICAL ANCHORS• • • •Z •••• WO STRUCTURE _ ' FOR�F v,p •••••• 2 X30 3�6 I •• IZ •• z? '**-mcu- 1201 a171 J�4' •••• a • F, a ••••: inr SCREFIIS OPT. ]MR* ____- SC�C'NS OPT��- 9 • fl It p 8 TYPICAL ARCNOn'S. 3 FOR SBACING EXTERIOR WOOD BUCK-� •'•° v c WPIDOW WIDTH ' %OX LAYOUT 0} TYPICALFOR s LEV.FOR SEE£ SPACING IMMI--m COUNTY pan n SEE SEPARATE ROA m 'A �— spa VENTS WITH SPRING-LOADED LATCHES --_- tL'�DM9 eRADITCT'ReI FP01i0a �L' �y II ! F,A PE70M fficamA,Y�B ss38 �lD-09D3.2°j 8 ---- -_ = 11---�1 ----�SCREENS OFF. O �. per- drewing no. �IOR R 07 2035 W08-81 WINDOW WIDTHWIN=WIDTH � sfieet 4 Df 7 1/4-SHIM MAX. VENT WIDTH 18 1/a-WX TYPICAL ANCHORS kkol STRUCMHI� ' a 8 B - .FOR SPACING F — _ ❑ — O—' U 8� o Q 17 T 19 -----SCREENS CPT. D BUCKS �..: W � NPICAL ANCHORS 18 u' SEE E . a O.LO. Y LEV FOR SPAC(NO EXTERIOR WDSDOW wnAH � ••� • •...•• • XO LAY 00•• • • .-. • n •• OX OPPOSITE •••0•• 0 •• • •.•... • © O 1/4 MAX. •.•. " • wy •...s SHIMS a • 1/ VENT WIDTH VENT WIDTH •*0000 ' •O M v . MAX. V K 4 •.•• F1iJC2 • • BY WOOD BUCK WOOD BUCKS . • WO SIRUCIiIAE _ fi s •..•• 1'/4* •....• 1 I • ..p ••• • •...• TYPICAL FEIA --SCREENS OPT. ----+ __—r- – ___ `–'-�_�� SCREENS OP[-- 8 ELEV.CFl0I6 a •• MR SPACING TYPICAL ANCHORS a ELW FOR SEE EXTERIOR WINDOW WIDTH .':e�?- XOX LAYOt]T g g IYPxAL ANCHORS SEE ELEV.FOR SPACING MIAMI–DME COUNTY SEPARAI�E N�dl m o g o .m -- VENTS WITH Swap LATCHES o n , pRODUCFRBViSBD E Q If II FL1 x_159270 B�T��MglloliQa y1 it �y fm Date dI8 $ SCREENS OPT. L...._J Elydrawing n°. WERIOR APR ZR W08-81 WINDOW WIDTH –.-! WWDDW WDIIII �� eha•t 6 of 3.089 1.373 ,-� ("' ICBM PART, QDtAnm DESCEWM MATTDTAL MANF'./BUPPLIT EWHXB �Bt v .062 ,062 1 TN-130 I FRAME HEAD 6063-76 7li0 2 W-1338 1 FRAME SILL BASE 8063-TB - q 1.875 'BBB _� 3 TM-134 1 FRAME SILL TOP 6083-T8 2437 1.423 .12$ 4 TM-132 AS RERO. FRAME JAMB-VENT 6083-76 S TM-131A AS RM FRAME AM-MW 6083-TB - 1 to WIND LOAD CLP 6 TM-t38 2/VENT TOP AND BOTTCM RAIL 8083-Ts 1" 1.000 7 TM-139 1/VENT .AMB SIVE 8063-1s - O TOP&BOTTOM RAIL 1.Wo 8 TM-140 1/VENT MEM44 ME 6083-RB - 7� 1.030 9 TM-137 1/VENT FDCED SIZE(SPR810 LOADED LATCH) 8083-76 s 9A TM-137A I/VENT FDCED STILE(SWEEP LOCH) 8083-76 O1 FRAME HEAD 1'750 t.oDo to TM-136 t Stu TRACH INSERT �*w 11 TM-138 1 SILL CMP AOAPMER�12'LONG 6063-16 AT MMO.SERE LOCOION �Q 1.480 .125+1 12 TM-118 1/VENT SPOW WAVED VENT MATCH.3-1/8•LONG 6083-76 AT MN SPAN a(� 17A - 1/VENT METALLIC SWEEP UICH - AT MIO SPAN .W7 2.207 O 128 I S X 3/4' 2,/LATCH SWEEPLATCH MOUNTING SCRM175 - FH SMS 1.375 1S MTD. STILE REH4F. 13 TM-141A AS RE00. GLAZING BEAD(LAMINATED MASS) 6085-TB - .313 •383 Li A65 110-0 13L TM-181 AS REOD. WAAZf7NG BEAD(INS114 LAM.01" 8983-TB - •� 14 TM-184 AS RTD. WIND LOAD CLIP,4•LONG W83-78 - • • •••••• 1.420 2.312 18 - 1/STILE MEETING STILE REINFORCING 6083-78 - • • • r^ i8 - 2/STILE FDCEO SNE REINFORCING 6063-78 - •• .107 5A00 17 W31223 AS R199D. FIN SEAL W STRWHO(.27tP X.220'HIGH) WOOL •••••• • "' 18u, ••s••• 10 SILL TRACK O JAMS STILE .12b 76 W43371 AS RECD. FTN SEAL W'SIRIPPING(.187•x.370'WGH) WOOL 19 W43201 AS RM. FTN SEAL W'SfRPP8i0(.1W'X.20o•mm) WOOL 2.312 ••••G PM43 - ADHESIVE BACK CIOSED CELL F-AM - 7/e'FDC $TILE REWF. 21 - 2/VCT4T VERT ROfLER HOUSING&WNE RUSTIC AT FALX • Rose* 22 - - VENT ROt1PR/YIHEEL BRA55 1.246-123 012 X 1' 2f CORNER FRAME ASSEMBLY SCtiEWS - P.H. • : .0:..* 2.373 24 #10 X t' 2/CORNER VENT ASSEMBLY SPREWS - P.H.PW161PS Z 929 1.3731.110 1.346 848 25 - i/LATCH VENT CATCH SPRIXO ST.STEEL - s O rJ •••:• 1.235 28 W31175 AS RWO. FIN SEAL W'S70FING(.1ST'X.176•FIGFg WOOL - n O m • 11 _ SILL CLIP ADAPTER 27 TM-151 1 S81 RISER 6083-T8 - • • • o ••• • AB2 28 - AS REW SI]ItXG BLOCKS EPOMM W;LS SWRE A • z d • 7406 •••• : • ••••• O TEEMING STILE 12 VENT LATCH • • 2.312 2.312 • ,„� .OSS .433 .183 1.719 I4 3170 Illy 2708 .BD2 A40 982 .340 •� G t A37 �1 1.000 1137 , ,1 I.ODO f.c+7 923 923 S .062 fill TYR e 1.7110 1.750 1.647 73 GLAZING BEAD GLAZING BEAD Pe O FIXED STILE (SPRING LATCH) O FIXED STILE(SWEEP LATCH) (IAM.GLASS) (INSUL.LAM.GLASS) O FRAME SILL TOP r754 3A89 .937 e o a TYP .082 1919.OBZ 2.828 3.04283 3.168 3.Q42 CML PRODLICTROWN) t' FIA PE 70892 as�1VP,9�81a[INtl•�oddA 1.858 7YP CAN. BAagtlml 163 .800 AS REO-. B da drmoing no.. ' 3.069 .873 .875 Z�J,h W08-81 O FRAME SILL BASE C4 FRAME JAMB -VENT O FRAME JAMB - FIXED O SILL RISER sheet 6 oT 7 ((a)/12■ 1 1/4'PH.SNS V ASSEM�Y SCREWS 2 10Y SMS. 2 10Y SCREWS SMS. to x S • ..... FRAME TOP CORNER •• •• • •.•.. F1XE0 MEG. RAIL TOP CORNER •.•• • a o� ••••• (4)#12 r 1 1/4•PH.SMS. VENT TOP CORNER • • • .O M,`, • ASSEWLY SCREWS 0900 ••• •IN -W� •0••• • �imum FIXEO MM RAL BOTTOM CORNER _ 1 Engr:JAW1D AHYPD PRODUCT R6Y® PLA.PEE/70582 mwmpl7iu8wi0�tl•Floltda FRAME BOTTOM CORNER a) to Y S11 PK CREWS SMS CAN. q4* dgntVENT BOTTOM CORNER NIdrawing no. W08-81 IMR 0 7 201, sheet 7 of 7 Florida Building Code Online Page 1 of 4 " It. � n aCIS Home Log In User Regiin aMn Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BQS Site Map Links Search rofessi" I ¢USER:Punt Approval ic User FL 15210.1 SL1eatAt-d114Ys" Gd•'>b4:lSt4 ..'i.L;.{!d !..>x. S'�: .�L1L:.i:i> lJ>;=r4>Application Detail FL FL15210•RS _....... Application Type Revision Code Version 2014 Application Status Approvetl Comments Arcniveo Product Manufacturer Plastpro Inc.1 Nanya Plastics Corp. AddresS/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickwOrwbidgconsuitants com Authorized Signature Vivian Wright rickwClnvbidgconsultants ram Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969.9773 Ext 18 scottjohnson0plastpromc.cor n Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (4401969-977373 Fxt16 ronoconneliftiastOra.co m Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity N tional Accreditation and Maan�"ement Institute Quality Assurance Contract Expiration Date 12131/2018 / Validated By yan mg,P.E. D Validation.Checklist-Hardcopy Received Certificate of Independence •• ••• • • • • • •• •Reference*StAtd&d abed*aro(of•taritlard) Standard Year •• •• ••• • • ••• •• ASTM 01929 1996 • • • • • • • • • •• ••• •• • • • •• ASTM 02843 1999 ASTM 0635 1998 ASTM D638 2003 ASTM E1300 2004 • ••• •• ••• • • • ••• ••• •• • ASTM ER4 2005 • • • • • • • • ASTM G26 1995 •• • • •• • • • • • • •• • • • •• •• G 155 2005 ••• • •• • • • TAS 201,202,2D3 1994 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0• • •• •• ••• • • • ••• • • http://wrww.floridabuilding.org/pr/pr._app_dtl.aspx?param=w(IEVXQ tDgv3yV'VKJL1Q... 9/15/2015 Florida Building Code Online Page 2 of 4 " Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLI5210 R5 Ecuiv Eoia.vatencv OLAt0p9&rjLW Sections from the Code Product Approval Method Mthod I Option D Date Submitted 04/24/2015 Date Validated 04126/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 _.__ ........-_.....-. . -.._....... .. -- ____ ____.__.____ iSummal of Products FL dr flitiodel,Number or Name Description 15210.1 1-Smooth/Wood GrainJtVhite Wood 6'8"Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of UseInstallation Instructions I Approved for use in HVHZ:Yes ell +�, r s + -�+.: h'; "° t Approved for use outside HVHZ:Yes r Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes i Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any additional j_;,;,,, 2.`,,,a,,5,.,ir,,,,;.v,.;.,.1,. use limitations installatlon Instructions and product particulars. Created by Independent Third Party:Yes 15210.2 b.Smooth/Wood Grain/White Wood 61'Impact"Opaque Fiberglass Single Door with Sidetite or Sideutes- Graln/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(0)(or X0;OXO-Configurations) I Door Limits of Use Installation Instructions Approved for use in HVHZ:yes E1A i zncg � t _2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15210.2 for Design Pressure Ratings,any additional � Q Its AFS !�aI1C.,�>Igt I use limitations installation Instructions and product particuiars. Created by In ntlent Third Party:Yes 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Sioelites- Gram/RusticJMahogany Serres 0 Fibergiass Inswing/Outswing(XX;OXXO-Configurations) 1 Door �� Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL1521,0 RS it Inst 15210.3.adf Approved for use outside HVHZ:Yes Verfted By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any additional FL1521.0.RS AE Eva:15210-3. use limitations Installation instructions and product particuars, Created by Independent Third Part :Yes 15210.4 d.Smooth/Wood Grain/White Wood 618"Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door €Limits of Use Installation Instructions Approved for use In HVHZ:Yes ELIS210 RS II Inst I5210,4&A Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:yes Design Pressure:NIA Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any additional EL15210 RS AE Eval 15210.4.odC use limitations Installation instructions and gEoduct particuars. Created Dy Independent Third Party:Yes 15210.5 le.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidetite or Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing(OX or XO;OXO-Configurations) Door Limits of Use Installation Instructions i Approved for use in HVHZ:Yes F1.1152111 KS 210 a,p i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any additional EL/ 210 R5 AE Eval 1.5'i� D. adP use limitations,installation instructions and product particuiars. Created by Inde ntlent Third Party:Yes 15210.6 if,Smooth/Wood Grain/Wnite Wood 618"Impact"Glazed Fiberglass Double Door with or without Side ites- IGrain/Rustic/Mahogany Series 0 Fiberglass inswing/Outswing(XX;OXXO-Configurations) (Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FU52.10 RS II Ins.15210.6.odr dippldv dd fM tMe oulsideOlVNZ:Yee• Verified By:Lyndon F.Schmidt,P.E.43409 • Imp "as: • • • Created by Independent Third Party:Yes • Desigp r A• • • • Evaluation Reports jtther: ee StiS10;fog QPgign Fsure Ratings,any additional pg �j r Pyr 6.Od1 • use ligtjt>itfons ' Callasion ir4trulitiolilsiInd product a� Created by Independent Third Party;Yes 15210.7 {g.Smooth/Wood Grain/White Wood 8'0'Impact"Glazed Fiberglass Single Door-Outswing(X- i 1Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door ••• • • •e• 411"'s, Installation Instructions • ANprovud tj q$e g}H fHZ.Yes• • ELIS219 RS 11 Inst 15210.7.cdf i • u j/VHPVerified By:Lyhdon F. • I pact Resistant:Sires 0 0 0• Created by Independent cThird Party:Yes ••• i Odsign Ple/dErs.NIA • • evaluation Reports ! Other:See INST 15210.7 for Design Pressure Ratings,any additional 5210MAL Eva[15210.1.odf use limitations installation instructions and product particulars. Created by Independent Third Pa :Yes I 15210.6 { see a vr • litt ://Www.tioridabuildin ,or /Pr%1 _aPA__dtl.as x?Param=-w(iEVX wtD v3 VVKJZI Q"•• 9/15/2015 Florida Building Code Online Page 3 of 4 h.Smooth/Wood Grain/White Wood 8'0'Impact-Glazed Fiberglass Single Door with Sidelite or Sideatas- Graln/Rustic/Mahogany Series 0 Fiberglass Outswing(OX o-XO;0X0-Configurations) Door 1 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS2 0R5 ll Inst 15210.S.tXSf . Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure;N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any additional P:9 4g R5 AE Eva'15210,8.odf use limitations installation instructions and product particulars, Created by Independent Third Party:Yes 15210.9 1.Smooth/Wood Grain/White Wood 8'0"Impact-Glazed Fiberglass Double Door with or without Sidelites- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(XX;OXXO-Conrigurations) IDoor Limits of Use Installation Instructions Approved for use In HVHZ:Yes ELIS210,RS 11 Inst 15210.9,odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;See INST 15210.9 for Design Pressure Ratings,any additional FL 1!11 R-5 AE„E,ya(15210 U sdf use limitations Installation instructions and product particulars. Created b %ride dont Thiro Party:Yes 15210.10 ).Smooth/Wood Grain/White Wood 8'0'Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door i Limits of Use Installation Instructions Approved for use In HVHZ:Yes f_L �Q._(3;a._.tl�Ose 15210 10.Odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party,Yes Design Pressure:N/A Evaluation Reports I Other:See INST 1520.10 for Design Pressure Ratings,any additional gLIa�10 Y-5 AE EvWXM"r,0,11p( use limitations installation instructions and roduct articur5. Created by Independent T'htrd Pa :Yes 15210.11 k.Smooth/Wood Grain/White Wood ST'Impact"Opaque Fiberglass Single Door with Sidelite or Sidelites- Grain/Rustic/Mahogany Seines 0 Fiberglass Outswing(OX or X0;OXO-Configurations) Door t Limits of Use Installation Instructions �1 Approved for use In HVHZ;Yes .I ,LQ. I Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent rhird Party:Yes Design Pressure:N/A Evaluation Reports Other;See INST 15210.11 for Design Pressure Ratings,any additional PLI 2 R F,ye,15216,11.rA use limitations Instaliation Instructions and product Particulars. Created by Independent Third Pa5y:Ves 15210.12i.Smooth/Wobd Grain/White Wood TO'Impact"Opaque Fiberglass Double Door with or without Sidelites- Gratn/RustiC/Mahogany Series O Fiberglass Outswing(XX;OXXO-Configurations) Limlts of Use Installation Instructions Approved for use in HVHZ:Yes FLLi5 iI_Inst 15210.12.ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Otter:See INST 15210.12 for Design Pressure Ratings,any additional FL152b0 RS At; Evai 1521;1 12 odf II use limitations installation instructions and roduct articular$. Created by Independent Third Party:Yes I j 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts- Grain/Rustic/Mahogany Series 0 Fiberglass Outswing(X-Configuration) Door I Limits of Use Installation Instructions Approved for use In HVHZ;Yes F Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 f Impact Resistant;Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports j t Other:See INST IS210.13 for Design Pressure Ratings,any additional use limitations Installation instruCLions and rOduCt. a(dCularS. Created by Independent Third Party:Yes I f 15210.14 n.5moothJtMood Grain(Witite Wood 8'0"impact"Opaque Fiberglass Double Door with Surface Bolts on Active j GrainlRustic/Mahogany Series 0 Fiberglass Door panel-Ou`.swing(XX-Configuration) i Door `Limits of Use Installation Instructions i Approved for use In HVHZ:Yes FL1521•J�,(i5 II Inst 15210.14.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,any additional FL15210..R5 AF Eyal 1$710 A Wf use limitations installation instructions and product particulars._ Created by Independent Third Party:Yes 15210.15 0.Smooth/tVood Grain,Nyhite Wood _... 8'0`Impact"Glazed Fiberglass Single Door utilizing the WINDSERT'"an i Gram/Rustic/Mahogany Series 0 Fiberglass operational window insert-Outswing(X-Configuration) Door I Limits of Use Installation Instructions Approved for use In HVHZ:Yes iLIS21 R5 It Inst 15 Approved Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any additional FL15210 RS AE Eva[15210,15.Odf use limitations,installation instructions and -educt afticufarS. Created b Inde ndent Third Party,:Yes j •• ••• • • 00 •• ••• •• ••• • • ••• Contact Us:;1940 Narth Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florlda Than AA�FJ employer,Coo,might 2007-2013•�te of Florida.::PdaacvStatement:;Accessibility Statement::Refund Statement • • • • •� under Florida law,email p0dresses a public met�rdsllf 11ru d•not an �w e-�i+y�I'lIddress released,in response to a public rewtds request,do not send electronic mail to this entity,Instead,Sytact V off tr�by0ohoiR:oi•ry sinditionat r lip yutTnave any questfrns,please contact 850.467.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effecdv�OQob&,,11 2Q12,ilcCnlees iret•od•rider apter S.F.S.must proFide the Department with an emali address if they have one.The mails provided may be umd for offtW-kmrrunxatldn wf�t DIE ikensee, met email addresses are public record.If you do not wish to supply a personal address, please provide the Departmem vslth an email 8&%Ss whit•can be madyavailab ;the public.To d-ermine if you are a licensee under Chapter 455,F.S.,please clkk Product Approval Accepts: ••• • • • • ••• • • is • • • • • • • • ••• • • • is • • • •• •• • • • ••0 •• ti http://www.floridabuilding.org/p-� r•app'dtl'asp.Y:swam:-wGEVXQ',vx,,lDgv3yVVKJZIQ... 9/15/2015 R R W Building Consultants, Inc. Consulting and F.111611cerint,scrti ices tilt the.€3uitding.Industry CC P.r).na 2YlVatrivo,171,3395 11hono3l_l.6AQ15'• r Anida Aoard of Prollv%iottoi or Autitonzutior Pao.9,313 Product Cate o Sub Category Manufacturer Product game Swinging Plastpro,tnc. Smooth l Wood Lorain!White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic!Mahogarty Doors Assemblies Los Angeles,CA 90045 Series 4 Fiberglass Door Phone 440,969.9773 insvainglOutswin - 'impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1D of the State of Florida Product Approval,Department of Business&Professional Regulation, RW Building Consultants and Lyndon F.Schmidt,P.E,do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the;approval process of the product named herein. / Limitations: 1. 'This product has been evaluated and is in compliance with the 5th Edition(201 4)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shalt be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies vnth section 1626 of the Florida Building Code and does not require an impact resistant coverinq. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level°D"and includes Wind:Lone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canoov such that the angle between the edqe of canopy or overhanq to sill is less than 45 deqrees. B. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard 7eattrlq_LabcargtM Signed by TEL 01390365 TAS 201-94,202-94 8 TAS 203-94 "testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC•05-255-16776.0 ASTM D 635-98,638,03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,RE ASTM G 26-95 ETC-06.255-17412.0 ASTM E 84.05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-205-19303.0 ASPM D 635-98,638-03,1929-96&2843-a9 ETC Laboratories Ben Meunier 2, t rawinp No. Prepared try �gfte .4 Sealed by No.FL-15210.1 RW Building Consultants,inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations ftiaored by Signed&Sealed by Anchoring RW Building Consultants.Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4, Quality,Assurance Certificate of Participation issued by National Accreditation and Management institute,certifying that Plastpro,Inc.is manufacturing products within a quality assurance program that complies with iSO/iEC 17020 and Guice 53. 000 0• • • • i • w • • • • •• �aa�--"^^°--"��'� • • •• • • • r d so 0 • • • • ••i i•• ••• •i• Lyndon L PENo F.as Schmidt 4A 9 ••i :• 00: • i • % % 4124/2015 5htei 1 of I• • ••• • • • • ••• • i i•i r plastpro 37.51!' .Oy'ERA�t o._.._... pc fTtAM4E wts;TH 5200 W CENTURY BLVD. � LOS ANGELES, (;ooh 90045 � � - . White !t$ pifltY g g;z Smooth/ rain / rGrain 8. Rustic/Mahogany a ® � Series 0 Fiberglass Door t S 1 /OUTS WING _Z +t r "1 PAST" ° S 1. This product has been evaluated and is in compbonce with the 5th Edition 12014)Honda Building Code z n (FBC)shg ttual requirements Including the"High Velocity Humane Zane"(HVHZ) 3 � • i r' � • • • • ��i� KJ •••• 2. I%roduct anchors shot,be as tsted and spaced as shown an aetoiis.Anchor embedment to base material � � •• . • .�e+ � • shall be beyond wag dressing or stucco. s,s.,� } •� g • S i ••..•• �• •• I ^ • OOm 3. When used in Yne HVHr thfs product complies with Sect=ori 3 626 of the Honda Building Code and does not i •••:•. `a a •••• 'g require an impact resistant GOVe^•ng- •.•• - 0•••• • • 4. When used in areas outside of;he WHT'requuksg wind borne dents protection this product comps es with i ••••• •• • ,r• ••• Section 1609.1.2 of the 2014 FBC and does not require ren impact resistant covering.The product meets •••.•• • 4 • m mle level"17'and includes wine)Zone 4 os defined in ASTM E 1996 am Section f 609.i 2.2 of the FB£. •••••• • :�• R • 1•!• •• • •: •i S. For 2x stud construction,anchoring of Mm units shall be the same as that shown for 2x buck masonry T i••i•i •� 3 � � construction.. • i �c • • I i`a ( • 6. Site conditions that deviate from the cleats of this dr re tke further i li • • • ••.• ••: aw�g q engineering analysis by a�censed engineer or registered orchitect. •• • . • ••• 7. Outswirg configurations meet water infiltration requirements for"HW T'.All other confguratiors co not •• ° ;� meet the water ingtration requirements for the°Hvmr and must be installed c'ty in non-habitotte areas ar j I� at habitable locations protected by an overhang or canopy such that the angle between the edge of u canopy or overhang to A Is km than 45 degrees. � _ _.._.........._._. _ — MAX: DESJGNs. TAM OF CONTM � SWING FPAME .PRESSURE{PSFa a _.......... .-..- t SCNtTfON -----__ j DINIRNSION AOSMVE NEGATIVE m I Typist design Pressures,&Via'no 1 z b� _ ._- -- 37.50" z a a _ ?...........__..... BN5WING x +75.0 -75.0 narc 02 5 r2 'a_ 3 I Vwfaad c tease sschan - a 4 ;V....al 01053 seciwns - 82.x'" e _._...__5 ....__.._._i3ga+0?n.ksGkr�taiCs �._ .._..._... 37.50" aua e% JK a 6 nt lock Beta _ _ OUTSWING x +75.0 -75.0 a-c.en LFs p g 7 BCk drat frame ar t Arg __. ...........__._._..... OUT z Q..._..............__B ofa�is 11 .._.._...........�_.� __ . .. _.. . ..... o 11111 ? w. _ EXTERIOR 1 � y� ..0.0.00... v 0.000 ° 0 j �; . • • .. I L> raj' ` tmn • a !1 3 "'lot,/ j 0 g0 1_P.}"H;..1.... `:n� T� ' iftii` m o 1 x a° UtTt34KdR t .; CAPE (PVCj HiNGESY11E LVQ LATCH STILE/(1VQ TOP RAIL �A .9 9 o'c ( / CAP(PVCj (COMP.) g = m a a u - r N N c� 3575'MAX O.A. WDTH � a, ' tip: �`> ".• Ri •••• •67< f z •966• wl °� • C3 k 9099 • ¢� C 99608 •x.600 ? � of c •.6 0;0• •0006 0 M40WM MW eg 3 w MAX INTERIOR •••Mi4mUfAcwm mm •0• R 0 i �'�i •:•6 UGN ATUM Sgt Kwflw ••0•.0 0 s 6' i su b •0•6 DEADBOM WAATUftf EEitffS 75 FOAM CORE - ., y .• •.. • 3 • Ci t....__......2.. (POLYUREWNE- SCNLCGE KNOB. 'F'sum p5l) Lt-75 1.9 PCF MMI • • ryi y ..:. DEADBW 's'SFS(66A/62) •:. • iA .__. ... 0 • • � W, • H SEE HARDWARE TABLE • • . 1 s: 0000 YSM _...__..... ---..PAMEX NOPP@ MULTI•KNWLOCTC XMWTONGUE +50 I S `• SEE HARDWARE TABLE FIBERGLASS SKIN._ a ----0_000.. 0000 _..._......._.�__. _0000._._. _,..........._. •g <o; __________0000.. - � w a F man-pm ioCx: TiULB+3ABUM'3WSWEB +75 d ................_. GI See s1ceT5 5 and 6 for rrnXtaT)OtP task oetais. BOTTOM RA4----- (COMP-)(COMP) ..._._........_1. t -!z Z 02/16/12 DORRPAHtN N.T.S. r._L '� CAL C�S.S SE�C))N LFS270.1OF 9 ° z d a A . E1 a G _.. ... _ .L :... :': ~IIII•d••°••,• \mow �-`e ro�. ....,..� _.-._.. .. C 3 .. �` r 78ttf 11114t'4 U N Z __.._ _rim D 70 OG F/0 EXTERIOR MUM �7) `1 2 0 EXTERIOR INTERIOR .` RIR _ _ _ t_Y VAMCAL Ck=SECTION. x �, EXTERIOR . ... 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Q!�� Yg f713Ht DESCFt MAnqAd A 1 X BUCK SG>=.OSS WOOD B 2X BUCK SG>=055 _ WOOD ttt C 1%4"MAX SHIM SPACE T—_ _ �>' •o°y- >°'m acl» it D 1144241 PFH ELCO OR fTW CONCRETE SCREW _ STEL ')Offs etas°' p E MASONRY 3.000 PSI MIN CONCRETE CONFORMING TO ACI - CONCRETE - E n p$Z U�10 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �._ G 114'X 3-310 PFH ELCO OR fTW CONCRF E SCREW STEEL __.._ _d H 3116'x 3-114'PFH ITW CONCRETE SCREW -` STEEL "� m :a rt I..__....1/4"XI-314"PFFi665 OR ffW CONCRETE SCREW - STEEL `d vL ..... #8 X 2-712 PFH WOOD SCREW _ STEEL g a M #6 X 1-1!2'PFS'WOOD SCREW - 'STEEL 1 POLY FIBER JAMBCOMP./VINYL q .__ .____.__.—_._._-...-__._._....._.._..._,..... 2 FINGER JOINTED PINE FRAMEWOOD 7 WEATHERSTRIP ---...__. FOAM 6 DOOR BOTTOM SWEEP T 9 4"X 4'BUTT HINGE STEEL � a - —.__._.. .._. _..__ ...___._.._ _ _ __. _ ._.._ 11 #fig X 3/4"PFH WOOD SCREW _..._--_--- �� • s a �} 22 3 POINT"TONGUE''MULTI-POINT LOCKSET(Mfg.BY HOPPE) - STEEL ••• ••a 23 MUL11 POINT STRIKE PLATE(TONGUE SYSTEM) --_-- y - i ••• • 75 wv 25 LATCH AND DF.ADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL ••• • " �+ • a 27 LATCH SfRLY.E PLATE STEEL ••• •• e d ••• •• 2BDFADBOLT STRIKE PLATE(SECURITY) STEEL •••••• _ • s 29 ADA THRESHOLD ALUM °Fily • 30 OUTSWING THRE"HOLD _ AWM/WOOD OLD •••••• ••• +� 31! OUTSWING THRESH -� _ -W- ALUMIWOOD as** •• `• • 32 OUTSWING THRESHOLD ALlJM/WOOD •••••• •• •• • 33 flIlT5W1NG THRESHOLD ALUMICOMP •••••• ••• i S s• a• 34 OUTSWNG THRESHOID ALUMIWOOD } ` • 36_ INSWING THRESHOLD ........................_ ALUM/COMP •• • • = 37 INSWING THRESHOLD _�—_ - -ALUM/WOOD • • • j I • •s 38 INSWING THRESHOLD _ _ _ ALUMICOMP • • •• •• = • 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - - • • • s •• •• • • a•� ! I= • 55 #10X 1-1/2 STEEL PFH SCREW _ • • > 57 BACKING PLATE _ STEEL •s • a 56 #BX2"PRiws _ - STS 60 MULTI-POINT STRIKE PLATE —_ STEEL r 62 LOCK ASSEMBLY STEEL I a F z BIZ u C2 2_ SCALE, i a N.T.S. ° M.er: JX m s cFu.m: LFS 3 s FL-15210.1 H Cl SKV 4 O 9 m a Florida Building Code Online Page 1 of 2 o ' b tt 6 6l ae - a oRI p a ® q p PIS ida Cprirwitfj, BCIS Home # Log In ; User Registration i Hot Topics Submit Surcharge ? Stats&Facts Publkaeoits ? FBC Staff i BCIS Site Map Unks ? Search 3usi1 ne3 , Product Approval Professial USER:PubIitUser Regulation PRIESIMENIMMM Product Fyomvol Menu> >Aaolicarlon LISP>Application Detail b FL& FL15726-R2. Application Type Revlsfon Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach,FL 33021 (305)888-0077 Joe—sixto@usalum.com Authorized Signature 3avad Ahmad aifarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email / Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 13 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the 3avad Ahmad Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation 8i Management Institute Quality Assurance Contract Expiration Date 12/31 2019 Validated By Jesus Gonzalez,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FFL1S76 R2 CQI SS-390 SGD-CI 2014 odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 •• ••• • • • • • •• Equivalence of Product Standards • • •All • • • • • Certified By • •• • • • • :0: •• • •• ••• •• • • • •• Sections from the Code • ••• • • ••• ••• • • • • • • • • •• • • •• • • • • • • •• • • • •• •• Product Approval Method Method 1 Option D ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr Sapp odti.npx?pmiam=w4tVXQwtDgt3el SAInEOW... 10/2/2015 Florida Building Code Online Page 2 of 2 Date Submitted 02125/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 Summary of FL# j Ill Number or Name Description 15726.1 Series-390 Aluminum Sliding Glass Door___Large Missile Impact resistant aluminum Sliding glass door. Urals—of use Installation Instructions for use In HYH7.:Yes r FL15726 R2 II SS-390 Alum SGD(LMI)W12 31 pdf Approved for use outside ll Yes Verified By:3avad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+80/-95 Evaluation Reports Other:See drawing W12-31 for span vs.load and anchor type FLIS726 R2 AE SS-390 Alum SGD(LMI)-PAE 2014.0f combinatlons and Installation details. Create"y Create" Independent Third Pa :Yes Contact Us::1940 North Munroe Street Tallahassee FL 32399 Phone:a50-487.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Priveav 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 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 with an small address If they have one.The emabs provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: SeC rlt,':et P,Tµi(:9' • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • •• • • •• • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • h //www.floridabuildin .or / r./ r •• dtl.a� x•? atftth4wGEVX wtD t3e1SA1nEOW... 10/2/2015 �� g g P P _ P P Q 9 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3•METHOD 1 OPTION D FL 15726 Date:2/23/2015 Detailed Product Description Manufacturer:T.M.WINDOWS,LLC. Manufacturer Address:601 N.W.12TH AVENUE–POMPANO BEACH,FL.33069 Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" Maximum Frame Height:108" Maximum Load:+80 PSF,-95 PSF(Large Missile Impact) Installation Drawings#W12-31 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs.load. Comparative analysis used X Yes —No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT# Test DATE Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory &TAS 202 ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Laboratory • •. • • • • ••• • • ••• • • ••• ••• •• • • •• • . • • • • •• • • • •• •• 1235 SW 871h Avenue Miami,FL 331740;T:305.264.'$100 305.252.69'78 www.afcene.com aifarooa@afcenR.com ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 Supplemental Tests(Tested In accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. (TAS 201&203) Impact& Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. Cyclic & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the require of the 2014 Florida Building Code. Evaluation Report Engineer: No 70592 Javad Ahmad PE#70592 AI-Farooq Corporation EB#3538 ST Datc&Timc:07/25/15 15:17 SC\Y:\users\veronica\StatewidePA Evaluatl,ms\TMwindow\209.6 FBC\390 SGD\390 SGL)(LMIi PAE..uJ0c •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • • •• • • •• • • • • • • •• • • • •• •• 1235 SW 871h Avenue Miami,FL 33171 '1 T:A05.26418100 (•F:305.2K69-18 www.afceng.com alfarooqC@afceng.com • • • • • • • • • • • •• •• • • • •• •• HEAD ANCHORS 4 V CLUSTER OF 4 OR 6 l� AT STILE ENDS ^N M SEE CHART ON SHEET 3 ? ! 24 MAX FOR CAPACITY N�' Z m HEAD { i HEAD ANCHORS Q IN 0 O o 220 3/8' a 'z 4 DooR WIDTH a�gg HEE-AD/SILL I}� q 3I g yp�{�"' 0 Q CORNERSI m V O W fl O 11 It �•.—� .—q Opp 6 W��t•1 C i Ce��g , � <= IBJ I o m m to ;; ,,, i a ^. •s•� O) �1.g rA i �; •I I • y,�•••• a .� . { PIS © • • ON I 0.00 •••�• •• la 29 ^1 • i as , D.L. DPG. + ••F_ 1:4L OPTIONAL D.L.OPG. •• v, •• •. •••• SINGLE ROW DOUBLE ROW 00 0 • 56 t/B' i JAMB ANCHORS••4"ANCHORS • PANEL WIDTH 56 1/8' 24'MAX. • • • --� • PANEL WIDTH - SI � • • ••• • ! � I 0000 • •_77 • • ••• • (•!•••� { •� ! 1 SILL ANCHORS••• • • • I • THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. `��_� • CO SHUTTERS ARE NOT REQUIRED. •� i j TYPICAL ELEVATION Zs � 2 TRACK FRAMES Ls1 ANCHORS SERIES 390 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 m DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT ST LE ENDS SHOWN ON SHEEPAT 3'O.C. 3 & 3.7. T.a. c m4^" TH5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °O REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A-MIS PRODUCT EVALMMON DOCUMENT(P.ED.)PREPARED BY FINS ENGINEER 6 GENERIC AND DOES NOT PROVIDE IWORWTION FOR A SITE SPECIFIC C a m HURRICANE ZONE (HVHZj. PROJECT.;.,I,WHERE'THE SIZE CONDIT16+15 DEtluIE FROM THE P.E.D. MUM tit AUI 11 �� LOADS TO THE STRUCTURE. ANCHOREDPROPERLY TO TRANSFER B-wCONTRACTOR TO BE ms�PR oucreasME FORTHE EDwu iNEt�srnP ouucTE_vv,Unno /� ITA�i� n o I PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 1�J"-......... ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS O+THIS DOCUMENT. $,�typEN •., e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVALLWTION DOCUMENT waL BE CONSWEREO WAUD IF n n ALTERED BY ANY MEANS. ` No.70892 ` s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SITE SPEGEIC PR°IECfS SHALL BE PREPARED BY A FLORIDA REGISTERED 9 NOT PART OF THIS APPROVAL. UWNEER OR ARCHITECT WNICH WILL RECO E THE ENdxmt of RECORD{Fort.) I R +' u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMFOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER O W000 ONLY. USE OF THE P.E.O.ENONEER-OF RECORD.ACTING AS A DELEGATED -- BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT i � • MATERIALS INCLUDING •'• ENGINEER TO THE P.E.D.ENGINEER SWUL SUBNt TO Rib LATTER TRE SITE ` •��,,/ dT°WIRfJ 00. SPECIFIC DRAWINGS FOR REVIEW. �i •......... REDISSIMILAR QUIREMENTS OF THE FLORIDA BLDG. CODE.MATERIALS SHALL MEET THE E-THIS PX 0.SW1IL BEAR THE DATE AND ORIGINAL SEAL AAE)SIGNATURE of �i��/ � ��,� W 12-31 JI THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ttl 11@8 HEAD ANCHORS CLUSTER OF 4 OR B AT SOLE ENDS--\ SEE CHART ON SHEET 3 w? N 24"M FOR CAPACITY ry _. O� N • ••• .•. .•. i ` ••• HEAD ANCHORS 247 3/8" I �p a Al DOOR WIDTH I ' QQ0 8I It n -'\ u $ gIL4� om W Sz s0 G F1 Qw � D D E D D i• •j •i SQ�� " to •r • I • If ; f4 •• �41 lL •••�• ••• lei o ff' • B1 •••• I •• i o—m_ •• Z �••••• I •• ig 33� ••• I r I J • • .. I I Z a v a3 3/8" �I I 43 3/8" I I•s s••• I I i,W I- a •• D.L OPG. ! ML OPG. SINGLE•�f�q • :DOUBLE —� • 51 3/B" 51 3/8" `ry JAMB A17CHOR5 JAMB AN • I I ••• PAN0.WIDTH PANEL WIDTH Y' 3" �24"MAX • • • I ••• TVP. 1 9L1_�j •••• • • • • - • SILL ANCHORS •(m TYPICAL ELEVATION / Ys 3 TRACK FRAMES SHOWN LsuL ANGHoes a 4 TRACK FRAMES SIMILAR cLusTER of a �' AT SRLE ENDS �m^. AT 3'O.C. g old �g< a _ No.76B82 drawing no. R..... '�o�� W12-31 e. nt heat Q of 13 DESIGN LOAD CAPACITY -PSF UGBT REM. n GLASS'GB'8'G'BA' a 3/16•HEAT STREN'D GLASS AVEIIAGE CLUSTER OF 4 ARS Z 3 PANEL WIM DOOR HEII;Hf AT SIRE ENDS kk 090 Inter oyer IND16 ucm EXT(+) LNf.(-) F 6 Soflex Clear And Color Gloss 36 70.0 70.0 By Eostmon Chemical Co.'OR 42 70.0 70.0 ply 20 090•IMedoyer 48 ! 80 700 Tao DuPOnt Butacfte PVB 64 70.0 70.0 Q t O By EL DuPont De Nemours&Co.,inc.' B0 70,0 70.0 m 3/18•HEAT 5T1$Nb GLASS 3670.0 ; 70.0 64 42 70.0 70.0 N �hG W 48 70.0 I 70,0 SILICONE BE RCS 7700 54 70.0 70.0 �' JO B�t�u 9 L 36 70.0 Z. LL Z $g= 42 90 70.0 Tao Q 3.� 48 70.0 70.0 I c 36 70.0 70.0 -� 42 98 70.0 70.0 m x 48 I 70.0 70.0 I J GLASS TYPE 'G6' • • :•• rn u • 7f76.OVERALL LAMINATED GLASS •••+ • • I I M v� • •••••• j� JQ 0 11 • I • �Ifn UR ••i• C t/a•TEMP.class racaT TtE7NF. egos* • ••• I�I o�� • \ 3/8•AIR SPACEDOOR WIDTH *000 •• 1I•� �'-m' ••• AVERAGE PANEL WIDTH a NUMBER OF PANELS Z o R • • •••••• •• .-3Z � 3,716'HEAT SIREN'0 CJA55 •••••• • � � 3 Z a� ••• •• �o0•� ••• 090•Interlayer *Osseo F m cL d I •s Saflex Clear And Color Gloss ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE • + • ^_� • ByR'Ecetman Chemical Co.' FOR DOORS WITH 3-1/2°SILL HEIGHTS. O 090'lntericyor FOR 2-3/4•SILL HEIGHT LIMIT EXT.(+)LOADS TO 60.0 PSF • • :•• : I I I •••• DuPont Butane PVB FOR 1-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF • • • ' ` By'E.L DuPont De Nrs emou &Co., Inc.' SEE SHEET 4 FOR DETAILS a104• a • j I S •• ( 1 a• • • II i lj I� t X3/36'HEAT SiftEN'D GLASS •OQV h SILICONE ti I ro 2 GE RGS 7700 X n � � YY555 ' a Ell. a .9 oIffi 0 9A @ a t t/ GLASS TYPE '136A' `� 9:' aF •, �'' 1-1/16'OVERALL INSUL LAM. GLASS N0.72 _ NOTE: GLASS CAPACITIES ON THIS SHEET ARE � '•, y- BASED ON ASTM E1300-09 (3 SEC. GUSTS) t�ttoP.• pd�12 3� !3 AND FLORIDA BUILDING COMMISSION ''�t�+ ,��` DECLARATORY STATEMENT DCAOS-DEC-219 7///�jt�tj„1�� sheet 3.1 of 13 3/16'HEAT SIREMD GLASS 1/4'HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF 4 090'Interlayer 41'/54* erlayer LIGHT REW. HEAVY REINF. ��qp 90 Saflex Clear And Color Glassear And Color Gloss AY By'Eastman Chemical Co.' an Chemical Co.' 'Gl'.'CE'&'G7' 'Gil,'G2'&'G4 CLASS'p'&'GS' z 3/16'HEAT STREN'0 GLASS IHEAT STREN'D CLASS AYEMSE CLIISIER 4 USTER OF 4 ANCHORS CLLLSIER OF 4 ANMRS CLUSTER OF 6 ANCIMORS Z m 3 PAM! D PM l If AT ST6E ENDS AT SOLE ENDS AT SMILE ENDS AT STILE ENDS W s m Nafas NCHFS + I .- EXT(+) Rat(-) EXT.(+) Oat(-) EXT.(+) INT.(-) Q£ ; SILICONESILICONE 36 60.0 60.0 80.0 60.0 80.0 95.0 BOG 95.0 d 32 , GE RGS 7700 mGE RGS 7700 m 9 6D.o 60.0 80.0 95.0 80.0 95.0 p ' o' 48 80 60'0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 L C54 O BOA 60.0 BO.O 60.0 80.0 95.0 80.0 95. 035 60 60A 60.0 60.0 60.0 80.0 90.8 80.0 95.0 088 BOA80.0 80.0 � 60.0 80.0 � 67.6 80.0 95.036 60.0 60.o 60.0 60.0 80.0 95.0 80.0 95.0 a.4 q N 42 604 60.0 60.0 60.0 80.0 95.0 80.0 95.0 °a p 48 84 60.0 80.0 60.0 60.0 80.0 94.4 80.0 95.0 GLASS TYPE 'GI GLASS TYPE `G2' 54 60.0 eo.0 60.0 60.0 80.0 88.3 80.0 95.0 7/18'OVERALL LAMINATED GLASS 9/16'OVERALL LAMINATED GLASS 60 60.0 60.0 a-o.o--F 60.0 amo 83.9 80.0 95.0 w M 38 60.0 80.0 60.0 60.0 80.0 95.0 80.0 95.0 d -1/4'HEAT STREN'D GLASS 90 42 60.0 60.0 60.6 60.0 80.0 93.8 80.0 95.0 O 48 60.0 60.0 60.0 60.0 80.0 I 85.8 80.0 I 96.0 m 090'Interlayer : $j aye S4 60.0 60.0 60.0 60.0 79.9 79.9 80.0 95.0 I r-DuPont SantryGlm 3S 80.0 60.0 60.0 60.0 BOA 94.4 80A = t\By EI. DuPont De Nemours$Co..1-' 1 42 90.0 80.0 60.0 60.0 80.0 84.1 • 80.0 •5.0 ' 1 1 g ca /4'HEAT STREN'D GLASS 48 I 60.0 60.0 60.0 60.0 76.5 I I to*,'10640 ••• Im 1L .0 0 1 M m • 2'� SILICONE 54 60.0 60.0 60.0 600 70.9 70.9 80.0 iSeOR M • +a,� GE RGS 7700 36 - - 60.0 1 60.0 60.0 DA 0 I z U ••• 9 / - 42 i 102 - - 60.0 60.0 60.0 Ei4 •SDA 60.o I o LJ U- 48 • 1 - 60.0 60.0 60.0 .0 60.0 so � to 3n� ••• 36 60.,, eo.o Bo.O o o .0 I .o ,� R.F-? • 3s I a2 toe - - 60.0 Bo.o fio.o 6A� • Y I� % - BOA 8AU• ¢-I �•-�n •• a: '� I i 60.0 B0.0 60.0 i • 0.0 '$13 3 O�, ••• CLLR Sf•8 APPLICABLE••• I Z AT EAD ONLY I O O • GLASS TYPE 'G3' CLtNoTYPICAL AT SILL• Froo •• • • • ••• 9/16'OVERALL LAMINATED GLASS •••• ••• 7\1/4'TEMP. GLASS 1/4'TEMP. GLASS LIGHT REfNF. HEAVY RETNP. •••• • • • I r • i • �' 3/8-AIR SPACE 3/8'AIR SPACE \ \ AVERAGE PANEL WIDTH =. DOOR WOTH •�I `o 3/16-HEAT STREN'D GLASS NUMBER OF PANELS �j / 3/16'HEAT 5TREN'0 GLASS .••I 090'Interlayer JIDly 90'Into ALL EMERIOR(+)LOADS SHOWN IN CHARTS ABOVE ARE SaOex Clear Ana Color GlassuPont Senrl ryGlosFOR DOORS WITH 3-1/2'SILL HEIGHTS.By'Eastman Chemical Co.' 'EI. DuPont De Nemours k Co..Inc.' FOR 2-3/4'SLL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF3/18'HEAT STREN'D GLASS3/16'HEAT STREN'D GLASSr FOR 1-3/4'SDL HEIGHT LIMB FJCT.(+) LOADS TO 34.7 PSFSEE SHEET 4 FOR DETAILSSILICONE SILICONEGE RGS 7700GE RLS 7700till35 9A SA NOTE GLASS CAPACITIES ON THIS SHEET ARE ••' ('�.� # V` droving no. GLASS TYPE `G4' GLASS TYPE 'GS' BASED ON ASTM E1300-09 (3 SEC. GUSTS) %.�'�+' FtoataP : Q W12-31 AND FLORIDA BUILDING COMMISSION 1-1/16'OVERALL INSUL LAM.GLASS 1-1/16'OVERALL INSUL. LAM. GLASS DECLARATORY STATEMENT DCA05-DEC-219 q hull I11 sheet 3 of 13 ED ------- o N OX(snowN) Q 2CL a O a �° o �v LL v o- o aaQ yo OXO (SHOWN) xxx (SHOWN) -____- _______I`J a n OXX OxX W z a=a XXo )0(0 aW�� iu jL • O ______ ______ OXXO(SHOWN) I e y � {� (��—s� • co 070 XM OX)XXO(SHOWN) XXX ••• •• iXXxxxx •••••• �•• z�(� i ••• APPROVED CONFIC.URAMMS APPROVED ONFl )RATIONS •••••• �'�II f/I¢?•,R • =V• NON—POCKETED DOORS T�YO (2) TRACK FRAMES NON—POCKETED DooRg THREE (3) TRACK FRAMES •••• •• (�oN�• I •• mmmmmmmo •••• •• Z o•i •• •••••• •• *+I Tz Li ••• • • •so: �:j�m i .e e o- •••• • •� I•� ••: • (� c XXxx(SHOWN) -__ •N o l I I OXXX m xxxo .a w j�aJON—aPOCKE �I�J1�1 � � -��'`�.�`•`'`;`I�I�I'®NI8uIT•fl�Ii.SI1�II s�-e!R!'I•/iI�'` cMCIN 7 OXXxXXXO (SHOWN) XXXXXXXX AL APPROVED CONFICURATIONS TD DooRs `RA FOUR ( ) AFRAME 1111401% sheet 4 of13 I � � Z yr 3 08 PX (SHOWN) I XP --- PXXX(SHOWN) a m so {.-- b pp XXXP U ~ LL Gage PXX(SHOWN) yY n G % XXP y p _e,a W a --- ---J I �cYi o- o- o- o •s -e �� PXXP(SHOWN) PXXXXXXP (SHOWN) ••'04 p, • i ••• M ••• 'U ••• • is --- i 000 9000•• H ya2 PXXXXP(SHOWN) — _M-091 GO: 000900 0•• ON ., 0 APPROVED CONFIG) 2ATIONS APPROVED -CONFI ATIONS 0000 9•• _Z 3i O.700 POCKETED DOORS TWO (2) TRACK FRAMES POCKETED DooRs _ THREE (3) TRACK FRAMES•••• •• z� i. ••• •• •• •• � �0-0 ••• tJ • 9999•• •�- � • • • I • • • • 00 •9• 9999 • • I • • • ••• • ••• -- •• • •ea =I • • i •to to Al a PXXXX(SHOWN) a XXXXP GT+ om^ :8 g ' _ e PXXXXXXXXP (SHOWN) ��.•'•., TSF �. � =2— , APPROVED CONFIGURATIONS � \DOORS ��RJIAt. \ FOUR (4) TRACK FRAMES '�J III �� sheet 5 of13 TYPICAL ANCHORS r' IN PAIRS 4 V SEE ELEV.FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORSlay 7+ IN PAIRS w IN PAIRS IN PAIRS �I WOOD BUCK SEE FLEW FOR SPACING SEE E FOR SPACING SEE ELM FOR SPACING EDGE DISI. 2 1/2• METAL Z i d, as STAGG--E STRUCTURES 0 N w d.' Q IL M O d It I �Q to 33 _ 009 c~i O \y \ \N rn 9-M N L ANCHOR ACCESS HOLES 0 A '9 4 TP�CC�m WITH I 77 1 Z R= I ` I I F.B.C.APPR'D MULLION ' t SEE SEPARATE APPROVAL Q PH WOOD w I J I 1 I •'� WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. IJ I m ' I i I �' II' I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I I • ^I I I ilt � ,I �t II I ••• � �^. TYPICAL ANCHORS: SEE ELEV.FOR SPACING �••�•: o� •::• rnrmn= (Fu-177 KSI. Fy=155 KSI) - ••• V r 0090•0 • z �Li IL ir 0600 1-1/2" MIN. PENETRATION INTO WOOD •••••• I H N Q=EE�I • iHRU 16Y BUCKS INTO CONC. OR MASONRY ••r• 1-3/8" MIN. EMBED INTO CONC. OR MASONRY •••••• 6•• 3 Z DIRECTLY INTO CONC. OR MASONRY W t ••r• •••66• •• i, Zai •6• 1-3/8" MIN. EMBED INTO CONC. OR MASONRY •.••6• • w g F�.. 1/4' DLA. SELF DRILLING SCR (GRADE 5 CRS) •6 I ut:`i•j a 6•:• ( Trt J i� i I y I INTO METAL STRUCTURES •6 s 6 "-� •• STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) 6 • •••• ALUMINUM : 1/8* THK. MIN. (6063-T5 MIN.) • :.4 I (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PAINTED) as 4P + •+• • I 6• ,0114 sus OR SELF DRILLING SCREWS (GRADE 2 cRs) • C�2 I I I a I INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") LINO (NO SHIM SPACE) m ; 1 , ® i I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. STANDARD INTO WOOD STRUCTURE = 1" MIN. 0 61 2AINTO METAL STRUCTURE = 3/4" MIN. ' WOOD AT HEAD,SAL OR JAMBS SG n O.SS MIN. c CONCRETE AT HEAD. SILL OR JAMBS fa=3000 PSI MIN. ```11 TITIIr/7// -... C-90 HOLLOW/fW.ED BLOCK AT JAMBS fm . 2000 PSI MIN. `�� ........��g�� STRENGTH GROUTVCRN3�a'•;`6d a 0 .s i e. fc5000 PSI MIN. o n >I NOT BY T.M.WOW. WEEPHOLES: .70692 _ a s MUST TRANSFER SHEAR LOADS TO STRUCTURE W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL SHIMS OPTIONAL _ - >` W2 - (6) 1" WEEP NOTCH AT EACH END OF SILL V� TYPICAL ANCHORS � ••, STi T�F i ly drawing no. SEE ELEV. FOR SPACING i ALORLOT`.•' TWO (2) TRACK DOOR DETAILS mm _N =r F �z 0 � 5 mo 18 29x C LL OG v Uc' a paa'aS ; �ZLOS i ► I ►v o: I �i • • -••• $il to^ •s• 00 •••• �W ••s 000041 ft W* D I I ► jI i I • • see r ppm o • ji I y i •••• ••• c 3 •_ •• �1 —; I •••••• 3 • _ j, I rI I • • •••: I ZQ •• moi 1 J I I I SEAL WITH •• •• •• �p 4•,• O LL=ma � o� a a ; ► i SIUCONEI ••••••. • • IT, 1 . . . W I 4A 14 ► • • • j 1 i i ! �. of \ • • • i g s•• D I M •• • • • I { y � i I �i N ( ••�` •Ci I • � i G � D nt*:I HI-PROFILE ► 37 15 iv c m o o� i ZA \ ro ro m o a n n c .. a ••li1GH STRENGTH GROUT LIMIT MAX. MAX. LWT MAX. E IIST.,a." 1•' = 5000 PSD M]N. EM.(+)LOADS NO LOADS IXr.(+)LOADS .. NOT BY T.M. S TO 54.7 PSF TO 60.0 PSF TO 80.0 PSF •• rye.7(•gp "' �. MUSE TRANSFER ER SHEAR }• LOADS TO STRUCTURE SHIMS oPrrowu �•�: _ a TYPICAL ANCHORS ••• r •� 9� drowm no. SEE ELEV.FOR SPACINGi FCOldOL;.�• ®�� , ...... ��. W 12-31 TWO (2) TRACK DOOR DETAILS / 1111111 \� sheet 7 of 13 . . TYPICAL ANCHORS IN S NGLE OR DOUBLE ROWS ELEV FOR SPACING SHIMS 0 ot °° � EXTERIOR00 :000 41°=° PAM!WIDTH mw ° °°°° DOOR WIDTH 00000 .00 ° I BY °°° WOOD BUCKS 1--j .1 ° ° °°° TYP54A I& In °°°° FEE LEV,FOR SPACING/ 0 i5 ° 00 SHIMS I ii °°°° 00 ° METAL STRUCTURE cli ZJ L TYPICAL ANCHORS TYPICAI.ANCHORS DOOR yfim IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS SEE ELEV.FOR SPACING SEE ELEY.FOR SPACING .70592 TWO (2) TRACK DOOR DETAILS ° TYPICAL ANCHORS V IN PAIRS SEE ELEV. FOR SPACING I n By I EWOOD BUCK Z EDGE DIST.DISE. 2 ,/2' Q'- Z IST F W N G og O < 00 a tttt �2Qd� Al 0 3m2 z O 4 ' 17 I �i E jt9m�m I w ii I •• • i•• * •• •••... • •••• •• a ci �� ••• o • • + 1 • • •So F V) > 0000 �I WI w •••••• �I��m ' • 4' o� F i I I • • • :o Z • a k�7 I �i' j 'i I II I. 11 • • • All3Z I` •••• • �I i �I " l I ' !1` II In I i • •• • • gear • ,,�� 00 0 0 11 • 1 n , I �nl •• rf 17 1 30 I 1 � B1 m "- 4 ffi � STANDARD $ 111/�.'' . .POURED&HARDENED ` ' i v � ,°• ,� IucH srRENcrR cRour "v��e'•. • fe $DOD PSI MIN. EOGEDISr.. 2—; � ° ., .• NOT BY T.N.WOW. �• N0.70$82 a ,r•, 'TAGGERED RUST TRANSFER SH EAR OADS TO STRUCTURE _ TYPICAL ANCHORS i •• T. '•6{/`1 .,..,ng no. AT STILE ENDS TYPICAL ANCHORS FZORIOP. ®�� SEE EUV. FOR SPACING SEE ELEV.FOR SPACING THREE (3) TRACK DOOR DETAILS %,�°g'•••••... �� W12-31 FOUR (4) TRACK DOOR SIMILAR ��/i® s TYPICAL ANCHORS �U IN SINGLE OR DOUBLE ROVE F1 SEE ELEV.FOR SPACING n ,/4'MAX" N ZJ 0� Qa ' � Co m o G❑ V / a ea fl��xi J In TYPICAL ANCHORS • ca AT 14'O.C. •••• UMIT MAX.LOADS TO 360 PSIF • • ••• i �• • m • •••• g • / ••• frn EDGE DIST. •••• •••111 cfv • �XAW/ @) 0 00 Do Do 0 vo� 6 91 - 000 gee --- 24 I` I •• •• ••I N ty. ••• _ I I' • • 1 Z I � MI .- 35i ' -- W 0 II 5 ` EXTERIOR --------- -------- I------------- 5 ,e 's — 0 isINN pD AN, S FL #15726 Q'•., 87i TSF .�vb� drowing9 no. THREE (3) TRACK DOOR DETAILS ��° �01•Dp ' �`` .3+'••.......••• S�. W12-31 FOUR (4) TRACK DOOR SIMILAR �fill , `�� sheet Ip of 13 ITEM PART 9 QUAM= I DFBCSDMQN MATBE= MANF./BUPPLW/BEMARILS IA TM-347 1 12 TRACK FRAME HEAD 6083-T8 - (N 18 TM-333 1 3 TRACK FRAME HEAD 6083-178 iC -�-�TM-336 1 4 TRACK FRAME HEAD 6063-TS - Z m $ 2A TM-331 1 2 TRACK FRAME SIU. 6083-TB - N 26 TM-334 1 3 TRACK FRAME SILL 8083-TB - Q 2C TM-337 1 4 TRACK FRAME SRL 8083-TB 3A TM-332 2 2 TRACK FRAME JAMB 8063-TB 30 TM-335 2 3 TRACK FRAME JAMB 6063-TS - -- IL LL O 3C TM-338 2 4 TRACK FRAME JAMB 6083-T6 - 4 7M-321 2/PANEL PANEL TOP AND BOTTOM PAIL 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HEGH PROFILE) 6063-TS - Q` }m 5 TM-322 1 PANEL JAMB STILE 6083-T6 - C 0.<c N 8 TM-323 AS REDD. SID.NNER INTERLOCK 6063-T6 - C w• m 7 TM-324 AS READ. STD.OUTER INTfltLOCK 6063-T6 - 8 TM-325 AS READ. ASTRAGAL STILE 6063-T6 - R zm- 9 TM-327 4/PANEL GLAZING BEAD(LAM. GLASS) 8083-TB - • i SA TM-326 4/PANEL CLAZNG BEAD(LAM. INSUL GLASS) 6083-TB _ ••• �`i�t C • • • _ •••• 70 TM-346 1/FIX.PANEL FIX.PANEL CLIP 6083-TB - • • • • 11 TM-349 ASREOD. FTX. PANEL CLIP COVER 6063-T6 - •• • • m • ••• e • 12 TM-338 2 JAMB COVER 6063-T6 - •••••• • � � •••• 13 TM-347 AS REQ.. POCKET DOOR HOOK 6083-T6 - • 14 TM-341 AS REOD. 2'SILL RISER 6063-TB - •••••• S! • O •••• 14A TM-342 AS REDD. 2-3/4'SILL RLSER 6063-176 - •••• •• • 148 TM-343 AS READ. 3-1/2'SILL RISER 6063-TS _ • • • M 15A TM-350 AS REOD. 2-3/4'SILL RISER SO63-T6 - •••• •• V, ••• 156 TM-351 AS REQO. 3-1/2'SILL REEK 6063-TB - �r J,-i • • is TM-340AS READ. SILL ANCHOR COVER 6083-T8 - f f•••• •••(�13: V •••• 17 TM-354 AS REDD. SCREEN TOP&BOTTOM RAIL 6063-TB - O N e • 18 TM-355 AS READ. SCREEN STILE 8063-TB - :••0•: Z p1 m 4,0 f 19 TM-357 AS READ. OXXO SCREEN STU 6063-T6 - • • • $ -Z 3 0Oa •••• 20 TM-358 URMD. OXO SCREEN ADAPTER 6063-T6 - • •' ••• � Z a�, • 21 TM-344 FRAME HEAD SCREEN ADOPTER(3&4 TRACKS) 6063-75 - • • • �� S O O •••• 22 TM-345 FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - a-346 FRNME JAMB SCREEN ADAPTER (3&4 TRACKS) 6063-T624 TM-328 HOLLOW STIFFENER 6063-TG25 TM-329 SOLID STIFFENER 6063-T62627 010 X 3/4' FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS to ��11 26 X112 X 1' 1s%CORNER PANEL ASSEA&.Y SCP-WS ST.STEEL FH SMS Ell 1 I 29 #10 X 1' AS READ. FIX PANEL SCREWS,AT 6'FROM ENDS&24'O.C.MAX. ST.STEEL I FPF SMS/TEKS mt 30 - 2/PANEL ROLLER ASSEMBLY - I HSTD I_ 31 - - MORTISE HOOK LOCK - FASCO 32 E70818KN1020 4/LITE GLAZING GASKET(7/16'IAA. GLASS) VINYL ULTRAFAB r..7 W 32A W32001 4/LITE GLAZING GASKET(9/16•IAM.GLASS) VINYL AMESBURY SEAUNTS: m" 328 W32Ott a/LRE GLAZING GASKET(RJSUL wt GLASS) VINYL AMESBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS $ 33 21315 AS REDD. FN SEAL PIE WSTRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. a 33A 33371 AS REOD. FN SEAL PILE WSTRIPPING - ULTRAFAB 111III 34 - AS READ. BIAB WSTRIPPING VINYL - �IL71 35 - 2/11TE SETTING BLOCK,5/16'X 1/2X 2'LONG EPOM LAMATEK 35A - 2/LRE SETTING BLOCK, 1/8'X 1/2'X 2'LONG EPDM LAMATEK YYAA 38 - AS REDD. SELF ADHESIVE PILE PAD(1-3/4'X 3'X 3/47 _ WOOL ULTRAFAB •• AIp,70592 " S 37 - AS REOD. SELF ADHESIVE PILE PAD 0-X 2-7/16'X 1/27 WOOL ULTRAFAB 38 - AS REOO. SELF ADHESIVE PILE PAD(1-5/8'X 2-7/18'X 1/27 WOOL ULTRAFAB '• 39 - AS REDD. SELF ADHESIVE PILE PAD(1/8'X 2-7/16'X 3/47 WOOL LILTRAFABf1j� ':• T�F drawing no. �it�;`` sheet 11of1 5.152--may 6.500 .076 1 r-.079g8.596.0�6 r 076 -W 1.1.289 11 ft. n 8 1 �{ 1.269 I N t' 987 1.269 .997 12891 u ❑ .947 -ry 1.336 I .724 1923 O j W N . 1.267 .831 1.267 r�i 3 4 -moi 1.287 .�1 .124 1•�3 i•124 18' 20 2 TRACK FRAME HEAD tc 4 TRACK FRAME HEAD 1.823 1A 16 3 TRACK FRAME HEAD 0 t 8.791 I j 1.823 8.517 t3 5.388 6.693 p-6.693 5.548 6.419 U n 125 1.823 .078 a Q Q 080 .080 G .768• .942 .442 .942 I .078 8 y�j m K 362 ¢ .� .078 I Q w 4 n •••• �z: 2 TRACK FRAME SILL a9 3 TRACK FRAME SILL 20C 4 TRACK FRAME SILL • j• • ••• • f • • 3.062 • •••• i ,m^� • -� 1.407 2GGD� j ® OB �I � 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME K FRAME JAM j •� • I 1.573 1.490 I 249 a1A •f• I I 2.004 ••••' ••• p • t 07a i I 100 oso d 9e7 �{897 •••••• •••1 ci •• 3.062 ! I 3.895 4.000 j z J �,. • 2.069 4.000 .125 i • •i• J W t+•• •• ,.761 I • 'sS • .: .078 I 'J PANEL JAMB STILE tfi SILL ANCHOR COVER 7.677 1.327 1.687 .125 •• •t i •• 1 3 F * •:• f 1 . •:•f••• 1-fL•• •�' �F[[QQ��cNo -FI ItI 0 575--a .310 1.885 2 7 • ••_ •• _3i 3 • ♦w? 3,ZK�W78114 • •� PANEL TOP & 80TTOM RAIL ASTRAGAL ADAPTER •• � � •• ••• ••726 p -a.00G.078 i Q GLAZING BEAD 12 '� 24B COVER HOLLOW STIFFENER Q SOLID STIFFENER POCKET DOOR HOOK (TRIM")__T �•I- f� �TD -.750e- 310 7501-4.812- i ]- �• .078 1 I j j - 078-• I'-{ 2.752 .0787 '1 I .078 1.490 1.923 06 1 P Lj 1.752 3.!�2 - 2.428 1 .693 .893 I I m .07a I 3.062-�I ® GLAZING BEAD I .662 0 LAM. INSUL GLASS .893 8• © STD. INNER INTERLOCK I ! 7.052 I r-1.714-1 1-3/4'SILL RISER 2-3/4" SILL RISER •9k 1.071 3-1/2"SILL RISER 13 POCKET DOOR HOOK >$ 4.000-•..-`.j ��i .374 •`�'t O �,711� \\1tt 1111 J7j ti .094 2.048 33 �t 1.823 t0 FlX. PANEL CLIP � 2672 •094 _� \yCEM�'•.• �- � n 1.490 p84 367 t,62S 3.422 1.407 076 1II a93 .693 - 3.062 .050 �{.8431 - .893 � ''. STi T.,F 71a/Y: drawing no. O „ 4 ,'A°g;'•.�toRlop :'�®��°D, W12-31 BOTTOM RAIL (HIGH PROFILE) STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 1-3/4"SILL RISER tom' 2-3/4"SILL RISER 74e 3-1/2"SILL RISER FL #15726 7 T �j�j', \\ sh-t:2of1 Z7 _N N / p 8 gW„ zo CL 4tv 6000 000 •••i • I�I (0 • N C, ••• FRAME TOP CORNER000040 es••••!• ••• (j ro !•• z W ! • PANEL TOP/BOTTOM CORNER 00 • • • rn y K=o Oa T 00 • '• • c Z ii 0 • • • Y�' �it• • CQ f 11 *: •d0.70592•• '_ FRAME BDTTOM CORNER •��g _ r�®•• SD Tf .��bj� crowing no. W�31 '�® 0" ` sheet 13 of 13 MIAMI•DADE MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy T.M.Windows,LLC. 1543 N.Powerline Road, Pompano Beach,FL 33069 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, includin the High Velocity Hurricane Zone. DESCRIPTION:Series-249 Aluminum Outswing Doors w wo a tea- . APPROVAL DOCUMENT:Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,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 Missile Impact Resistant Limitation: 1. See sheet 4 for Single door Nv/SHW and sheet 5_for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold types(Exterior(+)water limit) 2. See sheet b for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 ft'tested frame area. 3. See glazing options in sheet Z. Insulated laminated glazing Type Al and Bl are limited up to 30'above grade. 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 isplayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. • INSPECTION:A copy of thig ejrtite V141haft jie provided to the user by the manufacturer or its distributors and shall be available foY`msl3ebtion'at th4 job'sife Afthe request of the Building Official. This NOA revises&renews NOA#12-0208.14 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above-• •s• •o• The submitted doyinerptign wa rgvtw�ed IV Isbpq I.Chanda,P.E. • •• •• NOA No.15-0611.05 MI MIDADE NTY Expiration Date: April 21,2021 1`ttl pproval Date: October 08,2015 �j ... ... Pae 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T.M.Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.WII-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets l through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised cin SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted lander files#12-0208.14/#11-0218.05) 1. Test reports-on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS-201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E. and signed and sealed by reviewing engineer,Marlin D.Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours&Co.,Inc.for the"Sentry GIass©(Clear and White)Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. .'Tho?N©A:roviees A renews NOA#12-0208.14,expiring on April 21,2021. 2. O-Testr�,rvpos:j t�l$•Q0h%dated 01/06/10 and e-mail test revision dated Oct 06,2010 ••apPMved'byBCCO• •• kS \.UA6311 0:0 ... Ishaq I.Chanda,P.E. . •• •. . • . Product Control Examiner •• • .. NOA No.15-0611.05 . . . . .. .. ••• Expiration Date: Apri121,2021 Approval Date: October 08,2015 ..• . . . . ••. . . E-1 ... . . . ... . . HEAD/SILL ANCHORS nH A7 STILE ENDS 41 7/8" (B)AT 3'O.C.FRAME WIDTHWIDTHe'MAx. 15'WAX. SURFACE APPLIED H�L TYR. IS'MAILHEAD/SILL HEAD ILL FALSE MUNDNSCORNERS A MAY BE USED A ---- i Qi O 1 1 \ II {P1 \ II HINGE OPTIONS I \ 1 SEE SHEET 5 L r J2 w Jo 1 $ c LOC!(OPTION 2 n g m SEE SHEET 5--'\ / 3 I 11 I Il _--U JUJ Ju JZu LOCK OPTION 1 t _ 7V�___ g 1 OR 2 t - __ \ I --7T8--_ U�3 SEE SHEET 5 I __ �___ z t \ I / II 3r i5 Qom m 1 • INACTIVE 11 •• ?dM LASS D.LO. DIMS. 4 • to O 00000 D.LO. HEIGHT (DOOR &SIDtLITE) FRAME HEIGHT - 14.875" •• • ` • D.L.O. WIDTH (X DOORS &0 PANELS) - FRAME WIDTH - 11.875" ``� u1••.5,r O" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20')/2 •••' 8 D.L. PG. ` ' DL Oi i••• �. '"' • • DOOR LEAF WIDTH (X DOORS) a FRAME WIDTH - 3.250' D.L OPG. ••••• DOOR LEAF WIDTH (xX DOORS) _ (FRAME WIDTH - 2.750' 5/8'/2 38 5/8' LEAF WIDTH 3B g/ ••LEAF • $ • • LEAF WIDTH < • pa •••• SERIES-249 ALUMINUM FRENCFI DOOR W/ SIDnITES WmTiI••• • • D 0 I • • APPROVAL APPLIES TO SINGLE ()) AND DOUBLE (Xx) LEAF DOORS TYPICAL ELEVATION TYPICAL ELEVATION ••:••: •• : 8i •••• WITH OR WITHOUT SIDEUTES. ( X ) < XX ) •IIMdD�•rRt:Vtseo • ••••• SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. • SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. DUAL LSAF DOOR r vdm do Mdik • • SINGLE LEAF DOOR • a IS^OLI.b a • REQUIREMENTSOF HAS STHE FLORIDA EN �BBUILDINNG C7NED AND �INCLUDING HIGH VE TO COMPLY WITH o£cnY ,POOR OPTIONS ! �` �8j $g • HURRICANE ZONE(HVHZ). es Be••• 1BY • TO TRANSFER LOADS TO THE STRUCTURE • ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORSEngr.AM AHVAD b .0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS/SNELRES ARE RATED FOR LARGE MISSILE IMPACT. CPAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED• FI CCAN#70592 S' NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON-COMPRESSIBLE SEP 3 015 drawing no. MATERIALS RSCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT Wi 1-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. Mteet T of 18 ' ANCHORS AT MULLION U HEAD/SILL ANCHORS AT 4',7'k 10'FROM END OF AT STILE ENDS FRAME AT DOOR AND SIDELITES 166 1/4'MAX. (0)AT 3'O.C. TYP,AT HEAD/SILL 1 1/4'MAX TESTED FRAME WIDTH 1 1/4'MAX yd Q 3 41 7/8° 80"MAX. 4 7/8' SIOELITE FRAME WIDTH XX DOOR FRAME WN SIO FRAME WIDTH aa! off, O 8°MAX. 3' tb'MAX. SURFACE APPLIED HEAD/SILL NP. HEAD SILL FALSE MUNRNS CORNERS F A --- MAY BE USED �.C / \ oot HINGE omarm SEE SHEEj/5 h \tk== 1 OPTION 2 SEE SHEET 5 F I I II `o vic� J W Ii"" \ 1 - j K- -n-- --i---- ^< K- 'Oo W a \ � / �� • • i• ' gWig" ••••• i O B \ / u n • • • Do � • •• • • • INACTNE ACME •••••• 0• ••i• • 30' IT 297/8 _ - _ �• \ •••• • 1... •••. D.L OPG. D.L.OP..O. D.L OPG. D.L.OPG. d. • • • gas LEAF WIDTH 38 S 8 38 1/8' I. B I g • • 38 1/B' Sl' �� tI r. .d%• • .3 3�i ••• LEAF WIDTH LEAF WIDTH LEAF WIDTH b{�•G • Tis O$9 **so ICAL ELEVATION � - • •• ( OXXO ) •i n •••• ,WITH PANEL SIDE LITE5 • • • oamoo •••• •• • • • 0 • SIDELITE OPTION WITH DOOR • Ui Epn JAYAD ANMAD b MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FBC 2014 FLA. 70692 M . 3 2015 W 1 1, Oo. W 11—Q3 sheet Q of�g HEAD ILL ANCHORS ANCHORS AT MULLION AT SALE ENDS AT 4",7'&50"FROM END OF (T AT 3'O.C. FRAME AT DOOR AND StDELITES IVP.AT HEAD/SILL 166 1/4'MAX. O � FRAME WIDTH Ire 46 5/16" 80"mwmx XX DOOR fRAME wl a o. s•WAX. s' HEAD/SILL Tt'P. 15'MAX. SURFACE APPUED : CORNEAS HEAD/SILL FALSE MUNTINS e A - -- - MAY DE USED D Al') it II N It --- �° It I n II ooh $ c LOCK OPTION z $ \SEE SHEETS - -- IL 111 11 -__�- -1r--- j II ^d � J= it \ I 1; D O m a0 c o„ \ i / �� 11 �•• � ZZd� II li • • • � �Y •••• L B \\ i // ii II • • • � �� • 4� h .. • INACTIVE Acm�E ...... :•• 0 0• N uI nr • •••: D.L OPG. D.L.OPO. , D.L.OPO. a g •••••• ••• 4t s• ••• 46 3 8" 38 5/8' Ig • • / 5 •• • ••• gD�E WIDTH 38 LEAF WIDTH LEAF8 WIDTH592 vu �•• ••:• TYPICAL ELEVATION C4 _ •• • ( OXXO WITH DIRECT SET SIDELITES • ••• - '$ • ••• •• • • amu • • •• SIDELITE OPTIQN WITH DOOR Eng..JAYAO AHWD o m LIME s RA PE d 7W92 MAX. FRAME AREA NOT TO EXCEED 525.84 SD.FT. PER FBC 2014 63a 6 ' r 2015 drawing no. W 11-03 sheet 3 or 16 I 41 D 31' z FFRAMEWNIDTH WINDOW WIDTH 29" 1 6'MAX 15"MAX. D.L.OPG.(FIXED) HEAD/SILL HEAD/SILL At t0 112' CORNERS 14 MAX. S'MAX. G HEAD HEAD/SILL CORNERS yll F7 IP-a LOCK OPTIONS 2 SEE SHEET 5 Cl I IS �y t4 •r ——— 20 7/8 SILL OPCS. ENT) ' � � p o / _ z ¢ ° �z e o JJ is •N W D.L. ai�S7 m J/ 28 7/8" p O cam . g 15 J VENT WIDTH CC pZ *^ * • �Z¢ 3i j _3 •••• • • 0�' •• ACTIVE •• • i •••••• • �• P m NOTE: ••e s o.L oPG. T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. of** • • 385J8' a Dp +65 ° •••••s •• R ••• • • LEnF wlotH " EXT.(+) Op WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD •••••• • ••• �tECpRLV m • $ ***so TYPICAL ELEVATION r wfi6thslluriJR' • ( X ) s�. .. • 6L of •• FOR DESIGN LOAD CAPACITY SEE SHEET 5 /�^•p Dd I 1 ___ •••• •• �p O SINGLE LEAF DOOR WITR SINGLE HUNG VDTY INSERT •ls ^E$E • • S.H. WINDOW INSERT OPTION • Engr.JAVAD MMAD o g CmL ARA. �� Aj no. 3 21 W11-03 FRAME WIDTHl FRAME WIDTH FRAME Y41MH NOTE: {1V GLASS CAPACITIES ON THIS SHEET ARE to BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ / AND FLORIDA BUILDING COMMISSION Z 3 \ EACTNnE DECLARATORY STATEMENT DCA05-DEC-219INACTIVE ACTIVE (x) (xx) SINGLE LNAF(X)DOORS WIMOUT SID1t1.lTEB DOUBLE LEAF()X)DOORS WITROUT SIDwm SINGLR LEAF(X)DOORS WII I S.H.INSERT 'f DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF a LOCKS Alk{2 LOCK OPTION 81 _ LOCK OPTION/2 I=OPTIONS 01 &02 0 GLASS GLAD TYPES GUSS TYPES GIASS TYPES 0 DOOR m FRAME WIDTH FRAME SLEIGHT 'A' 'Al' 'Li'OR'Bl' FRAME VIIDTH FRAITE HEIGHT 'A','Al','I1'OR`Bl' FRAME WIDTH FRAME HEIGHT 'A',`Al','B'OR'Bl' [NCNB MIES EXT.(+) .(-) EXT.(+) MT-(-) INCHES INCHES ERCT.(+) WT.(-) INCHES INCHES EXT.(+) INT(-) ' 42 109 80.0 80.0 100.0 141.0 80 109 Som 80.0 42 109 BSA 80.0 n EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE'P ®SJi,IEDW 0 FOR STD.THRESHOLD OMIT EXT.(+)LOADS TO 58.0 PSF FOR SID.THRESHOLD LIMIT EXP.(+)LOADS TO 58.0 PSF IXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD p' SA " FOR STD.THRESHOLD LT EXP.(+)LOADS TO 58.0 PSF {)K w 12 LO � �gOPTION ji U STANDARD STEEL'THROW BOLT LOCK, KEY OPERATED ON 3 POINT'LOCKLOCK SYSTEM WITH LEVER HANDLE LOCATED ON HINGES: a 31:6 m ,. EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2"FROM BOTTOM OF ACTIVE LEAF LOCK STILE OPTION Al C p LEAF LOCK STILE, 48"f't�M BOTTOM HANDLE ACTIVATES DEAD BOLT AND SH00T BOLTS • z FASTENED WITH(2) 1J4-2a X 2-t/2° MS ENGAGING AT HEAD AND SILL 7-6/8"LONG ALUM BUTT HINGES,AT 12°FROM •• FASTENED WITH(2) X12-28 X 2-1/4"OH MS EACH ENO AND ONE AT MIDSPAN OF LEAF. w • • ' �� m •••• CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON • • w �r��, • EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE AT 40" FROM BOTTOM OPTION # •• • • • LACK STILE, 39-1 2`FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4'LONG ALUM PHOT HINGES,AT 12"FROM EACH END •• — • FASTENED WITH(2)g8 X S/8"PH SCREWS AND (3) #10 X 1/2'Flt SMS AND ONE AT MIDSPAN OF LEAF. ***see • ••w• (2) #8-32 X 1-1/2'OH MS FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2'MS • CONCEALED FLUSH )30LT5 AT TOP k BOTTOM OF FASTENED TO PANEL WITH 2 5/76-18 X 1-1/2"MS **Soo* ••• CONCEALED FLUSH BOLTS AT TOP k BOTTOM OF LOCK INACTIVE LEAF LOCK STILE,MANUALLY OPERATED STILE MANUALLY OPERATED LEPERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE •••• • FACE LOCATED AT 11-1/2"AND tT9-1/2°FROM 80Ti0M LOCATED AT 10-1/2`k 76-1/2° FROM BOTTOM '•too*• •• "g ••• FASTENED WITH(a) 8-32.X:1 J2"FH MS F^STE14ED WITH (2) ?j°-3a Y. './2"FH MS SET��• a . • FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED "w"miltEVISED • O m R ••• WITH WHITE COLORED SEALANT. I• fib flat . w• • SEMIS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. �� b T • \ I \ / I \ � t�8►te •• \ T \ / 1 \ ° 44t W mmq •••• 1 � • g I i Eag..JAVAO A4MAD o 0 0 FLA PE 170592 g CAN 3538 drawing no. INACTIVE\ ACTIVE SEP 3 za15 W11-03 sheet 5 of 18 DOOR OR STATIONARY PANEL(0)OR DOORS WITA SDTELITES SIDED FRAME W SIDEUTE W. S17EUTE W. FRAAMMEE W. SIDEUTE DESIGN LOAD CAPACITY—PSF PANEL/DIRECT SET GLASS TYPES F G r A f G F O A F 0 FRAME HEIGHT' DOOR WIDTH SiDE1TE WID'M 'A','AI','B'OR'BI' 0 INCHES INCHES INCHES EXT.(+) INT.(—) H / H / HI 41 7/8(X) a1 so(XX) as 110.0 89.7 M //� M M D 85 480 7/8(X) 48 80.0 84.7 �c3y N H p m 91 410/8(X) 48 80.0 89.7 41 7/8(X) \ \ yryryy��G33 97 so M42 80.0 79.8 K L 1 \ K L � K L R\ K L 10'4 41 7/8(X) 42 80.0 79.8 L I • 80()fX) SrAMONARY(0) —OVERALL FRAME Wm_� OVERALL FRAME WIDTH 109 41B.7/B(X)( 41 7/8 Bob 80.0 (XO) (mm � Pl ( ) l� EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD.THRESHOLD UMIT EXT.(+)LOADS TO 88.0 PSF SDEUTE W DOOR FRAME WIDTH SIDELITE W. DOOR FRAME WIDTH SIDELITE W. m F G A F G A F 0 NOTE: FOR DOORS CAPACITIES SEE SHEET 5. o' FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART J \\ D J \\ U WILL APPLY TO ENTIRE SYSTEM. a N; E ; N y E. y. H �, w �• M M M t Kms_ DIRECT SET SIDELTTE WIDTH PANEL SIDELITE WIDTH - SIDELITE FRAME WIDTH OR m n L C:,O OVERALL FRAME WIDTH J OVERALL F..E5mTH••• �r•• QO Y •• • (ma) (Oxxo) •• • i•• t- -a •• (XXD7 •••••• • •••• • •••••• • ISED •• 4 ' •••: DIRECT SET SIOELTTE WIDTH DOOR FRAME WIDTH " a_ (X) (p0 e 1 b • Ike •••LEV • • fi LOTHA' f' • ? 00:0 H z •••••• • NOTE: • • • -« •••• GLASS CAPACRIES ON THIS SHEE4 ARE L- ••• a=_ a BASED ON ASTM E1300-09 (3 SIX. WSW) • R �`g$ •••• PANEL SIDELITE WIDTH DOOR FRAME WIDTH AND FLORIDA BUILDING COMMISSION• • • °<•.o • (X) DECLARATORY STATEMENT DCA05-DEC-219 • —. Engr.JAVAO AHNAO •p LEAF WIDTH C' FIA PE A 70492 4E .1 INACTIVE ACnvc drawing no. PANEL SIDEUTE WIDTH DDDR FRAME WIDTH 2015 W11-03 (XX) sheet 6 of 16 3/16"HEAT STREN'D GLASS f' 3/16'HEAT WREN'D CLASS 1/4"AIR SPACE 3/16'HEAT STREN'D GLASS 1/4'AIR SPACE 3/16'HEAT SrREN'D GLASS 080"Inlerlayor -3/16"HEAT STREN'O GLASS 3/16'HEAT STREWO GLASS 090'Intwloyer Q ; Sanex Clear And Color Gloss SantryGlas J By'Eastman Ctbmkol Co.' .SO"IClear An 080"h,tarlayer By'Kuraroy America.Inc.' 1/6'HEAT SfREN'D GLASS � AA Soll9x Clear And Color Gloss SenlryGlas 3/18°HEAT S1RE1+7'O GLASS By Eastman Chemical CO.' By'Heresy Amarlca,Inc.' 3/16'HEAT STREN'D GLASS 090"Interlayer s� SILICONE 1/16'HEAT STREN'D GLASS 3/16'HEAT STREN O GLASS SILICONE By'Kuraroy America,Ino.' GE FM.57701 SILICONE SILICONE GE 12001 1/6'HEAT STREN'D CLASS O 7 OE 1200 GE RGS7701 GE RGS7701 Q� OE 1200 GE 120Qp� F m SILICONEih 3 F S z GE ROS7701 M Sm I zg GE 1200 iQ�aC \ a , n y' o a: - C1 ALUMINUM 0 ALUMINUM Ia-S S 7 PACER K SMS ti 41/2•FROM EFNS AT --5/2'FROM ENDS AND 10-1/z•O.C. AND 10-1/2•G.C. 39 AT 1/4 POINTS MLI.SIZES AT 1/4 POINTS ALL SIZES • • • o ••••• GLASS 'TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' GLASS TYPE `F= ••• • M M S • • (S.H.WINDOW WRH SINGLE DOOR APPI N ON&) K • 000.0• • lJ .I U.1 4 0000• GLAZING OP'T'IONS •••••• Oji J��11(xd� • �$LJ 0000• 0000 • • • • $am 0000 0000 __ o • • 0000•• W na� 0000 GLASS TYPES GLASS TYPES • • • ^ ••••• A OR'8'(ABOVE) At'OR'51' (ABOVE) ♦• •• O. • S ILICONE S7UCQNE •••••• • a: 7701 GE RGS7701 • • • Z0 '�' GE 1200 • • : • ••••• 5 0000• Nneumpplywx wh4Ike VoTS ON LITES39 AT 1/4 POINTS AL1 SIZER THAN 36• GLAZING DETAILS AT SIDELITE Ener:JAVAD AHMAOCM b s B AA E7dasz N.'�38 g CA droving no. 3 2015 W 1 1-03 400 3 sheet-7-f 16 TYPICAL ANCHO EDGE 01ST. SEE ELEV TIONNS toy WOOD BUCK FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) D BIKK ALTERNATE ' a ° a T ANCHOR:LOCATION a" d,. Epi W CTURE �. GIST. (SEE NO 1) O s' 7 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1 TYPICAL ANCNDRs TYPICAL ANcxoRs MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM g$Q 16 SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. C4 6 ' FOR SPACING FOR SPACING METAL 7 g 1 2 WN. EDGE DIST. smucT�E TY IC ANCHORS' SEE ELEV.FOR SPACING m{{qq g -FLUS 4 BOLT OR 91X DIA ULTRACDN BY 'ELCO' (Fuo177 KSI,Fyo168 KSI) Q g SHOI T SOLT 'e^• PM TION ;yy 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) g THRU 19Y BUCKS INTO CONIC. OR MASONRY a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) • • m TYPICAL ANCHORS DIRECTLY INTO CONC. OR MASONRY • : \•• o ••••• SEE ELEVATIONS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SI=L) • • M • t FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)• & •• a 1/4' DIA TEKS OR SELF DRILLING SCRESI[S {tallDE•s�Rs} • ••••• p W INTO MIAMI—DADE COUNT'APPROVED MULLIONS* MWv*HK. 1/8-) 1 v • Y � ••••• INTO METAL STRUCTURES •••• o DD 111 • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •••••• • o •••• I ALUMINUM : 1/8" THK. MIN, (6063—T5 MIN.) z • • I (STEEL IN CONTACT WITH ALUMINUM TO BE PL&TIiD•OR•WANTED) • •••• e TYPICAL EDGE DISTANCE •• •o o d •••.• OR INTO CONCRETE AND MASONRY 2-1/2" MIN.•••••• • 1s INTO WOOD STRUCTURE 1" MIN. • • • • INTO METAL STRUCTURE = 3/4" MIN. • • • ••••• • WOOD AT HEAD OR JAMBS SO m 0.55 MSN. *00 • •••••• CONCRETE AT HEAD,SILL OR JAMBS fo m 3000 PSI&W • • � $� • • -- C-90 HCLLOW/FALEO BLACK AT JAM fm - 2000 PSI MIN. • 8 6 1/2"MIN. 29 OR 9l6DUCf REVpi£D m • USH BOLT OR is *ALI mewpyias thtk Ftorid► m SHOOT BOLT liW1T�Ctk% PENETRATION 28 218 18BALTERNATE OPERATING UNIX / .°. JEner, MAD AMdADWEEPS , 6 °.e. ° CML1" FROM TYPICAL ANCHORS TYPICAL ANCHORSICAL ANCHORS FLA PE 1 70582L °fOGEDS. SEE ELEVATIONS EDGE bSTSEE ELEVATIONS es_ E ELEVATIONS CAN. FOR SPACING FOR SPACINGga FOR SPACING v e HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOIA APPWO FOR WATER RESISTANCE APPWO FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE draaing no. U�MMA)L DDM+)�TO 500.0 PSFF t(��uja �} UMR MAX. EXT(+) LOADS TO 58.0 PSF OPERALING M I aheat g of 16 / O 3/8"MAX. ALTERNATE 4-,U 3 SKIM © SHIM ANCHOR LOCATION M I BY3 3 .WOOD 131CK Z n 3 METAL O STRUCTURE ACTIVE LEAF 3B - TYPICALANC�RS t5 16 • ___" v FOR SPACI Q TYPICAL ANCHOIS 0 21 SEE ELEV. O 16 EXTERIOR 5 FOR SPACING d O.L.OPG. ALT. FRAME JAMB 38_5/8•MA)L W d g LEAF WIDTH 41-7/8"MAX. DOOR FRAME WIDTH LOCK OPTIONS 1 OR 2 AT SINGLE DOORS • • OPTION 1 SHOWN _ SHEET 5 FOR DESCRIPTION 3/8'vm. • •• 0 p 090.0 3/8"MAX.'. E LOCK OPTION 2 • �•� 4 • SwM, ® FLUSH BOLTS AT DOME DOOM ••••• • w a! 900090 • AT TOP a BOTOM SHEET S FOR DESCRIPTION • Z 3 3 • 9 OVC00 LICKOR ai U •9 0 0• IN—ACTIVE LEAF ACTIVE LEAF ••• u • o m 1 • • TYPICAL ECHOES D FOR SPACING 18 - 4 i 6 ••• I a Z O 0 0 0 0 •••99 • P CL •999• 0 Rf0 •000•• 2 2t 21 21 • 9 tg r® 0 0 tl 4 i6 0� 0 • AA' :9••0: gx. i• .`iT I 5 TYPICAL ANCHORS i1 / LEAF WIDTH EXTERIOR FFOR SPACING / LEAF WIDTH LLL B11Tf HINGES PHOT HINGES (SEE HINGE OPTION SH 5) �.MAX c - DOOR FRAME WOTTH d PRODIUC OPERATING UNITS osom lg9Mwimbe uiaEVEM nm: YAM MOMb fl cwa a Mus y ,ptt' FI C PE 7038z D oil 3 201 drawing no. W 11-03 sheet g of 16 TYPICAL ANCHORS ALTERNATE SEE ELEVATIONS EDGE ow. FOR sPaclHc ANCHOR LOCATION3a PANEL SLTIE= INSTALLATION DETAILS ALTERNATE •� ? .I i ;M"OR..LOCAT10N F tV ZJ OF $10 x 3/4'PH SMS LL 1B `a AT 6'FROM ENDS ' AND 24'O.C.MAX. 4 t Vaso �$ 6 15 ALT. FRAME JAMB Q10 x 1"PH SMS LL 4 3/8'MAX•. AT 4'FROM ENDS 1 E: O #10 X 3/4"PH SMS AND 16'O.C.MAX. 1 6" 3 a AT FROM ENDS O 7 7 1 AND 24"O.C.MAX. 1 _ TYPICAL ANCHORS SEE ELEV. •• m FOR SPACING s• 13 •• •Qo.. � f M� • • • �M • __ _ • uu 7� 2S 16 21 21 •••• • Q� • Di �77 m S EXTERIOR °D O �•.•.• • tD Or ••.• Sm EUtE LEAF W1DTfI LEAF NTDTFI Z • • i r SRICONE • • • p Rurr taHCEs •• •• �P a� •.•�• PANEL SIDEUTE WIDTH 1 1/4' DOOR FRAME c • t DOOR LEAF WIDTH - SIDEUTE FRAME WIDTH - 3.250" • • • • PUODUCl,ftvw j • • _ �l�wi1F Nrc FlorlN ��Ig 7 OR 6 6r..Kra 06U•Dr „� °9 wa, tll b aHr C j O O O 16 @o�amon (��•f� ;, PANEL SIDELITE UNITS 2 ALTERNATE 2 - °a Engr.JAVAB AHNAD \ \ A.P. L 92 S M 3/8"X18" _ ••° •a •. a FROM • a ° SILL ENDS •<•o. ° TYPICAL ANCHORS '�,•n E.01sT. TYPICAL ANCHORS Browing rro. EDGE DISE. FOR SPACINGS FOR SPACINGSEE ZU15 SEE ELEW11-03 PANEL SIDELITE UNIT CSTD THRESHOLD) PANEL SIDELITE UNIT (RIGH THRESHOLD) sheetipotlg TYPICAL ANCHORS DIRECT SET SIDELITE INSTALLATION DETAIL S 1�� SEE ELEVATIONS EDGE OET. FOR SPACING O S K M 3/6'MAX-, 3 11'PICAI.�CH ' ELM FOR SPACING — 28 i t 16 W3 EXTERIOR 5 •••••• • �►of m n IL D.L.OPG. LM WIDTH 6600 z p •••• C • • SILICONE PIVOT HINGES • • • �PRO DIRECT SV SMITE WIDTH 1 1/4 DOOR Wim•• •• •••:• +10 X 1-PH SMS • • • ••••• AT 4'FROM ENDS • • • AND 16.O.C.MAX. • • • �} • veonucrnewsED I rm•Fi}le;wTti tie l�rW v� boWgGb RMMrNrO1, 7.k m t,_ . - �bau O !1 �amam L 6 \ DIRECT SET SIDELITE UNITS _ Engr.JAVAD aiMpD o re o _ Civll. i 'C.AN f 70 v $ e'a ;ter'•.. .�.. ^. ;3 b Et�ANC)N3 FOR SPACING SEP 15 drawing no. W11-03 DIRECT SET SIDELITE UNITS sheat 11 03 Ip------ -_�{I V I },'1260 I .093 1.750 4.000 .825 L_ I�.062 Z 3 1.750 2.375 .500 1.790 2,375 O J a �1 L.332 V 1.843 .�0 1943 .145 FRAME HEAD PANEL GLAZING BEAD 3.485 {- TU-099 37 TM-15M O SIORM HEAD/SH.L 2.373 8.250 417.�� GW-30789 .062 .1250.310 .71b '� O GW CENFER F0972 1L ® t.799 �Z 4.000 - W 2125 SIDELITE GLAZING BEAD (WSUL. LAM. GLASS) O PIVOT HINGE L1262 L ' . d -3f. 0.248 ,.500U '2502.082 125DOOR BOTTOM RAIL �NDJGE A26TU-29236 •DOOR JAMB/SIOELTTE FRAME HINGE PIN 1.000 -^t 1.376• •aA$49s ® STO. SILL PTER ';-4.000- .166 MID RAIL CORNER C1�ANNEt i• ��i�. • r A W LOW THRESHOLD y�1.659 •••• OlRl U 1.799 8970Ke 30 3 m L:082 1.OJ0 3975 .635 • 5 • _ig Z L 4O90I^-.093 AGE Gpp .a507929--^I � • ••••10 x 1/2' IGH SILL ADAPTER 1965 • • •• 2 ••••• DOOR HINGE STILE •It.SMS 29 FI iM-193 ® •• ® TU HINGE .125- INSUL. GLASS P 1!(ER • 2157-1 4.530TM-19a.000 I f 4.599 .093 w ° -1 •• ° 1.699 {• • • ••••• DOOR TOP/BOTTOM RAIL _ �t ° I I �_ 1 •• • • • • © - TM-32994 _ _ __ ` 3500 o II '.889 .825 -� i .594 • •0 �,12, 2040 1.750 082 .060 vI � I�t.s7a-i II o O FRAME SLLL (STO•) 75 'H'' MULLION 30 SI TL COVER l .829 9A6797 180 2128 2.825 n d n T qq s ACTIVE LEAF LOCK STILE !4'DD1ICf REV44ED Q TM-172 131M HINGE reW7>t,9 Wftbdo O a m o 0 WEATHER-STRIP ADAPTER .082 M.; No 1 -0611.0 O GW-31826 .4.0878--^{ .093 1.790 4.000 9E.Qr. LkVAD m" L dlti Odt f �1.287 2040 1.988 .1800'.09 0938 PtA %.A 38 2 ro/•et g uk. 1.750 7,L .125 �8 JiS �•� I *S3.625 2.011-�7 .779015 drawing no. ® 4.000 W11-Q3 SIDELITE GLAZING BEAD (IAM. CLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMBJSIOELITE FRAME ALT. FRAME COVER sh6et 120E 16 TM-157 ® TM-36048 31 TM-182 BA SA RLTRM 8 PAR?9 @UANTEIT DBSC8ugm MATERIAL MANB./SUPPL=/REHAHSB 1 7M-099 1 FRAME HEAD 6063-TB PER TM SPECIFICATIONS 2 BA5797 1 FRAME SILL (STD.) 6063-TS PER TM SPECIFICATIONS � 1 26 2A 887GXG 1 LOW THRESHOLD 6963-TB PER TM SPECIFICATIONS .z 3 3 BAS499 2 FRAME JAMB BOBS-T6 PER TM SPECIFICATIONS J i y BA AS REOD. ALT.DOOR JAMB/SWIM FRAME 60 -TB PER TM SPECIFICATIONS � 7d 39 BA AS REDD. ALT.FRAME COVER 6053-T6 PER TM SPECIFICATIONS 4 TM-172 1 ACTIVE LEAF LOCK SOLE 8063-T6 PER nJ SPECIFICATIONS i 4A TM-36048 I INACTIVE LEAF =SITE 8063-T6 PER TM SPECIFICATIONS S TM-32995 1 PANEL HINGE STILE 6053-T6 PER TM SPECIFICATIONS Oi a d 6 TM-32994 1 PANEL.TOP/BOTTWd m6063-T6 PER TM SPEgFlCATIONS A 11 7 OW 31826 4 WEATHERSTRIP ADAPTER 5063-TB END OF DOOR SIRES(TOP/60TTOM) CI 8 FO 107 3/LEAF am HINGE 8063-TS SUWVAN&ASSOG 4 al 7Q1 8A _ 3/LEAF PAW LONGE 6063-T8 LORA \iCl\T/.1 9 GyVM769 AS REOD. =LIFE HEAD/SILL 8083-TS 10 GW 32222 2 DOOR LOCK WSW 6063-TB LOCK STILE 21 11 GW-34808 21 LFAF I PREF PLATE-TIE ROD _ ALIM1" 4"LONG 12 FS 1202 2/LEAF FLUSH BOLT ASSETAWY AUIEO M WUNAN&ASSOC. 18 TM-121A AS READ. 'FF W JLUON 8083-TB 18 32001 AS REQ O. FOAM FILLED BULB W STRIPPIW - .187 X.250 T-SLOT F23 32084 AS REgro. MULn FLAP FOAM FILLEo BULB W'STR6 mn - - FRAME TOP CORNER 3WIi AS RWO. FOAM FRIED BULB w'SUOPPINO - .187 x.350 T-SLOT L SIDEUTE CORNER FBf 2/LEw FLUSHSOUT OME.I=STILE ENDS(TOP/BOTTOM) 6083-T6 M&M PLASM m TM-29238 1 PANEL BOTTOM RAL 6063-T6 - •REOD. #10 x 1/2"F.H.UNDERCUT SNS. STEELL AT FLUS16 BOLTS• • y ••2/LEAF 1/2.0 THREADED ROD.WASHER&NUT STEEL IX - - DUD SOLT LACKING HANDLE - K'WGC-SETwd- 1 NULn POINT LOCKACTNE LW.R*TIMZ •••• 38 MIST PLUG(OPTROK) PLASTIC DOORBN HOLES t _C_� • 26 - AS REOD. #10 x 1'P.R.SMS.(ASSY.SCREW) STEEL OOOR FRAME MEMBERS/MULL CLIPS � 3t�� •••• • 28 8AS72S AS REOD. STD.SU ADAPTER 8083-75 PER TM edh5ftws0 a m n 29 BA AS REOD. HIGH S&L ADAPTER(USED WITH STD.SOI) 6063-TS PER TM SP41044i0NS. • •q `__ a� •••• 30 TM-160 I SILL COVER G083-T6 PER TMS (IFI `�tZj a •••' 31 7M-182 - LOCK STILE REINFORCEMENT 8083-TB PER TM 9 � • n 4 35 TM-157 4 MOEUTE GLAZING BEAD(LAM. 8083-TB SIDE 110.•QAtIRI'•,PEROdETER ••••• M.GL • !39 4 SIDELTTE GLAZING BEAD(INSTIL.LAM.CLASS) 6063-T9 SLOE METER • 7AT-185A OPTIONAL. PANEL GIAZW BEAD 6063-76 PER TM SPEUNIATIOMS • DOOR LEf,F CORNER 1M-i94 - WSUL.6lA IS PANEL ADAPTER 6063-TS PER TM FLCA ••••• • < _ AS REOD. I SETTING SLACKS(1/8'X 3/4'X 4"LONG) EPDM WROMEWR 80Y5.6FIORE A • � • DOOR QlXL;ENM' mDULE88VISED 1•s•p(TlsgIOh theAm�WgW Noma Fleti6s - y9dlaeCedo MOW-Doe a e �s gamoo DIdF � En,. V AIWD •W 3 FIA.PEML92 8 GAN. drawing no. FRAME BOTTOM CORNER MID RAIL CORNER SE 20IS W11-03 SINGLE DOOR W/S.N.WOW. sheet 13 of'I EDGE OtSf. TYPICAL ANCHORS SEE aEwnotas FOR SPACING � c �� ALTERNATE � 1 •ANCHOR'LOCATION z Al t y� is � QQ 8 a 110 x t-11z'FH SMS TI 04%Q�Q FOR SPACINGNS S m m 4 •..••• • 3 �?¢a •.•• � t7. 5. .•.••. $oi $�W • a 61 �..•.� •. �pam � ...� o O © 11 r --� • W 6. $ . . •• • ••.: i g i ,� I I I - �� •I H �E OR Y,,wWlr Otte, a �a a to y� 1L�ln—�4l�rrtCa�M �m__acl C1 s ��amuo a. to SINGLE (XJ OPERATING UNITS W/ S.H. WDW. 10 x 1-1/2"FH SMS , 1 SEE ELEVATIONS 01 I tV--t 2 \ Engr.JAVAU b t !3 FOR SPACING 1 t CML I If 1 I I N FLAB 9 70582 qao fr Mr C 1 1:"`o- •. .a.`::•'�' drawing no. a 7YPICAL ANCHORS W11-03 . SEE ELEVATIONS 3 2015 FOR SPACING HI—THRESHQl 0 T� sheet 4 of 1 B 3/8•MAX. SHIM #10 �Y $10 X 1-1/2'FH SMS ,•3/0-MAX. SEE ELEVATIONS E 1 FOR SPACINGVENT WIDTH F 1 • sxlM 3 I 28Y 0 BU3 � Y w000 OR D.L. PC. TYPICAL.ANCHORS 12. SEE ELEV. 18 11. 0. 7.1 14. 1 g •.'� r FOR SPACING 3 h gj333Oil Eli - -- :. 16 EXTflRLOR 8 TYPICAL ANCRORS D.L.OPG.(FIXED) SEE ELEV. FOR SPACING S.H.WINDOW WIDTH HINGE OPTIONS I 38-S/B'MAX SHEEF 5 m LEAF WIDTH • •. • c�0 a 41-71W MAX. • • • 3 Q A •.•• FRAME WROTH ..•. • • p M • LOCI(OPTIONS 1 OR 2 K • AT SINGLE DOORS •• S�W I, • •••• OPTION 2 SHOWN s•.•.• • Z SHEET S FOR DESCRIPTION • =o 3/ FC 1 D 1 3/8,&W. •••• • O C! 1 • SHIM • • • r- SHOl 3 ,8Y ..•. • � �ZZ� �••• METAL 3 .WOOD BUCK •..•.• • n¢¢m ••• Y srwlcTum ACTIVE LEAF •• •.• •• N R s••• e • TYPICAL ANCHORS 18 18 f..••• • SEE ELEV. • • • as*** FOR SPACING • • • g •• • A • ~ laavUCP1TEVISED c 21 TYPICAL ANCHDRS IM•Mla1NB�'iiCtdrwerlm a cdo 18 EXTERIOR FOR SPACING I'N' D.L.OPG. `}- 38-5/8'MAX. •I.r,! wcC �-' .N y N y m 4 0 LEW WIDTH ��40aO 41-7/8-MAX FRAME WIDTH Fngr.JAYAD AHMCM o `o FU.PE 70592 ^ SINGLE (IC) OPERATING UNITS 11 S H WDA GAN. B $ drawingno. 201!i W11—Q3 sheat 15 Of 16 nud rp PARr 6 BRQD. DBMUIPTION MATERIAL MANP./SDPPLISR/REMARRS l� V --{ 1.1 OW-31798 1 FRAME HEAD 6063-T8 PER TM SPECIFICATIONS 748 ro�V o 1.837 I• F .082-•III�^ � 2.1 TM-117 2 FRAME JAMB 6053-T6 PER TM SPECIFICATIONS .887 •082 �— -•130 7 3.1 - 1 FRAME SILL 6063-TB PER TM SPECIFICATIONS .828 80 8 1"��' �`cllllll.�^^^"'777 Al GW-36123 1 FOIEO MO.RAIL 8063-T6 PER TM SPECIFICATIONS _2 UU � &1 TM-113 1 SID.VENT TOP RAIL 6063-T8 PER TM SPECIFICATIONS 1 k--1976 &i TM-112 1 1 VENT BOTTOM BALI. 6063-TB PER TM SPECIICATIONS V K71GW-31&12 2 VENT JAMB 6083-T8 PER TM SPECIFICATIONS 1.1 FRAME HEAD 17.1 I= RAIL REINF. 9•t GLASS STOP ANGLE TM-41S 2/Wiff SPRING LOADED EGRESS LOCK-@ e'FROM ENDS 8083-T8 PER TM SPECIFICATIONS �Ct - 2/Mff LATCH LOCK®6'FROM ENDS CAST PER TM SPECIFICATIONS - AS RECD. GLAZNG STOP ANGLE ALUMINUM PER TM SPECIFICATIONS Q P1 .780 2 VLM STOP(S-•1/4'LONG) PLASRC PER TM SPECIFlCISION9- 2 SPIRAL BALANCE - CALDWELL.095 - 4 VENT GUIDE Pil5T1C PER TM SPECIFICATIONS1.749 2941 WV-3046 AS REDD. MAD WEATHERSTWP VINYL PER TM SPECMCADONS Ew G07 14.1 W43201 AS REDO. FN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 1 2124 1$4 .140 tai W43371 AS REQD. Fad SEAL WEATFIERSTRIP WOOL PER TM SPECIFICATIONS W ii 337 16.I - 1 FRAAff/YENT ASSEMBLY SCREWS CRS /10 x t'PX SYS 17.1 - - FIXED PAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS 4.1 tat - - DOOR SME REINFORCING ALUMINUM PER TM SPECIFICATIONS FIXED KONG RAIL no DOOR STILE REINF S.H. WINDOW COMPONENTS to 1.750 .Ise T �i • •S • op� • J 00 t' • .750 .082 6• •• i!W • / Z .•.•i 1.1 '.882 '•�1 t.o4s c� /- •...•• 3 3 3w U a • gg UUP. t. T_ ••... •••• • Oa • • • • a o� 7s61-- •• •• ••.• • �.�zzd�a O • • z1 SASH SIDE RAIL •.•.•• • � �^� � •••• s 1 SM. VENT TOP RAIL I ••••.• •• 07 ••.•• - --I. VENT TOR CORNER • • s •.•:• 9n • • • .767 1.676 FRAME TOP CORNER ••• • •..•• 343 .d92 00 •082 .674 OSS PRDULICCERVISED S 1A69 reoiPVM{wMhlht0066 • te. A NR Ll.0 $ .617 ��Itnit�Dery 2.t FRAME JAMB r ji -gg ro o 2. rB cdea e.t SASH LATCH S 2050 os moo 1.382 2.826 &g,JA ML o 'tl .080 .062 FLA.PC o n 2.725 CA N 2.250 ;2 g ,� .662 II �1�1.937--=i I fi.t droWing n0. .750 W11-03 FRAME BOTTOM CORNER VENT BOTTOM CORNER $� 320tTj 6.1 VENT BOTTOM RAIL s.t FRAME SILL sheet I g of 8 Y MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %yww.m1amidade.eov/economy TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade 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 includin the Hi h Velocity Hurricane Zone.- OPtR0VAL IPTION: Series "605 Reinforced"Aluminum Single un in ow- DOCUMENT:Drawing No.W06-34,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,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. I SILE IMPACTLarge and SmallMissile Impact Resistan ABELIN : Each unit shall ear a permanent label with the manu acture 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 forin8peotiprCat thpj9b;itp 4the request of the Building Official. This NOA revises NOA#12-0213.03 and cpAsisfCoi this ogle rand evidence pages E-1 and E-2,as well as approval document mentioned above..' ..: '.: %* : : ..' The submitted documentation was reviewed by Manuel Perez,P.E. .. . . ... ... • NOA No. 15-0611.06 .. . . .. . . . . . Mu►ruaEtaECOUNTr .. .. .. Ex�MNMOYJWJpiration Date: July 05,2017 C proval Date: September 03,2015 Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0604.24) 2. Drawing No W06-34,sheets 1 through 7 of 7,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)",dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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 an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-5439,dated 12/10/07 and FTL-5742,dated 01/21/09, both signed and sealed by Michael S.Wenzel,P.E. (Submitted under NOA#09-0604.24) 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 an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3975,dated 10/22/03,FTL-3755,dated 03/24/03 and FTL-4514, dated 01/25/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA#07-0404.04) 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 an aluminum single hung window,prepared by Certified Testing Laboratories,Test Report No. CTLA-416W,dated 04/11/00, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#07-9404.04) .. ... .. . . . . .. . .. . . . . %: . .. ... .. . . . .. Manuel ere ,P.E. • 0:0 ••• 0:0 Product Contr miner • • NOA No.15-0611.06 •• . •• Expiration Date: July 05,2017 . . . . . .. .. . ••• •• Approval Date: September 03,2015 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511' ./ Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windows LLC for their Series "605"Single Hung Aluminum Window(reinforced),approved on 05/03/12 and expiring on 07/05/17. .. ... . . . . . .. . .. . . . . ... . Manuelez, .E. ... ... ... Product Contro Exa iner • NOA No.1 611.06 • �: : :• Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. 53 1/8' 53 1/8' WINDOW WIDTH WINDOW WIDTH �gI ! 48 1/4' 48 1/4' z 3 D.L.OPG.W.(FIXED) D.L. OPG.W. (FIXED) Q 1 FALSE MUNTINS yy�� FALSE MUNTINS �. (SURFACE AF'PUED)) �21��"MAX. mF,y (SURFACE APPLIED) p�-21' m £ a MAY BE USEIS A I /SRI I MAY BE USED Al —— nEAU/SILL V O 3 II II I O I 11 11 M yt II i! I II II I 41 IE B II m I u io J a • •• � � ii 4-1.1 ii1-4 ••• • •• ______L ______ \ -----14 .11.- xrrr---- o c� SO • • • • • "� n43 •• ••• •.•••i • • ii !� ii � � I ii !j ii I "' �j • • • • C1 II II I n � �-! 4 • •••••• C ii ii I , �, W • - z •• ••• • •• 00000 -- I 'CkcU R • ••• •••• •••••• — -- s 30th • • 5 1/2'MAX. s 1/z'MAX. VO,_m • ••• •••• •••• H�/S v Zo • • • • - 47 73/4* CORNERS 47 3/4' CORNERS• E WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. D.L.OP4F} D.L OPG. (VENT)SPUTTERS ARE ROT REQUIRED. •• ••• I s0 'SIL •• ••• • •••••• VENT WIDTH 50 1/8' • •••••• VENT WIDTH • -$RRIES 665 AL[IMINUS1 SHVGLE HUNG WINDOW TYPICAL ELEVATION TYPICAL ELEVATION •• •IMIGN LOlyp Fte�N� FOR THESL WINDS TO BE AS PER EQUAL UTES WITH OPTIONAL FIN o CHARTS sH 1�v 6N MEET 2. (SEE DESIGN CAPACITY CHART) EQUAL UTES g APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) _ 0 COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER � o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING If a MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" APR S LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT) = WINDOW WIDTH 4. 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" c• R$ IS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOC LAMINATED GLASS s N HVHz• INSUL. LAM. GLASS m "LL 113Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY LARGE MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS "JAVAD 'D PRODUCT REVISED 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. n o 3�3 CML as complyingwith the Florida 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FIA.PE 7M2 C Building Coda NOT PART OF THIS APPROVAL. Acceplance No 16-0611.OHO y ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. moon Data j7 $ ,y ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. Q 2 201 °y pry drawing n0. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT W06-34 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, sheet 1 of 7 DESIGN LOAD CAPACITY- PSF DESIGN ]AAD CAPACITY- PSF t� V (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) to 1� GLASS TYPES m WINDOW DIMS. GLASS TYPE'C' 'D' &'E' GLASS TYPE'F' LASS TYPE 'G'riAss TYPE'H'GLASS TYPE' GLASS TYPE'J' WINDOW DIMS. GLASS TYPE'F' Z WIDTH HEIGHT EXf.(+)1M.(-) E7R.(+) INT.(-) EXT.(+)1NT.(-) EXr.(+)1N7:(-) EXL(+)1NL(-) EXT.(+)1NT.( FM.(+)1M.(-) 31 WIDTH HEIGHT EXT.(+)1NT.(-) 28 0 �p n, 19-1/8' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 3 19-1/8' 80.0 115.0 26-1/2' 28' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _80.0 80.0 26-1/2• 26' 80.0 115.0 25 Q 37, (4) 70.0 70.0 61.0 61.0 80.0 80.0 90.0 80.0 SOD 80.0 80.0 80.0 80.0 80.0 37' (4) 80.0 115.0 C '$}3 U 53-1/B' 704 70.0 61.0 OLD 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 80.0 115.0 d 19-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 BOA 60.0 80.0 90.0 80.0 80.0 80A 19-1/6' 80.0 115.0 28-1/2.38-3/8• 70.0 70.0 BID 61.0 80.0 BOD 80.0 80.0 80.0_ 80.0 80.0 80.0 80.0 80.0 26-1/2' �-3/8, 80.0 115.0 7C� a J7, (4) 70.0 70.0 61.0 BID 80A 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0_ _80.0 37" (4) 50.0 115.0 7 p W 53-1/e' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-5/8" 80.0 115.0 R c 19-1/8' 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/5' 80.0 115.0 dl 26-1/2 58-5/a. 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 BOD 80.0 80.0 60.0 BOA 26-1/2. 80-8/8• 60.0 115.0 (B) 78.0 70A 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 37' (B) 80.0 175.0 LL YI 53-1/8 70.0 70.0 61.0 61.0 80.0 80.0 SOD 80.0 80.0 80.0 80.0 80.0 53-1/9" 80.0 115.0 J 70.0 70.0 _61.0 BID 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/e' 80.0 115.0 Q S 26-1/2' 70.0 70.0 81.0 61.0 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2' 88-5/8' 80.0 115.0 SB-5/8 37• (6) 70.0 70A 81A 81.0 80.0 80.0 80.0 80.0 60.0 BOA 80.0 80.0 80.0 80.0 37• (8) 90.0 115.0 53-1/8' 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0- 80.0 80.0 80.0 80.0 80.0 53-1/8' 80.0 115.0 J 19-1/8' 70.0 61.0 61.0 BUD 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 80.0 115.0 • 26-142" ,• 88.0• 70.0 1.1.0 •HAA804 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2• 63, 80.0 115.0 • • 6) 70.0 704 AI.O• 81.5 80.0 50.0 SOD 80.0 801.0 80.0 80.0 80.0 80.0 80.0 37' (6) SOD 115.0 83-1/6' • .740• 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 ODD 83-1/8' 80.0 115.0 � <M • }9Wl?B' 70.0 70.0 *D B1.A Bo.O SOD BOD 50.0 80.0 SOD 80.0 80.0 80.0 _80.0 19-1/8' Bo.O 115.0 28-1/2• 72" Jo.o 70.0 fj1 A••6A•P 60.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 28-1/2" 77) 80.0 115.0 Z J z • 37• 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' ( 80.0 115.0 rTi J •• ••• (7)• •- S3-i/8' • •- - .0 •61A - - 80.0 80.0 80.0 60.0 78.2 78.2 80.0 80.0 19-7/8' 80.0 115.0 plw¢V¢ 76-3/4" 4 ;''i W I •• p•is- ".1t 704 At*•91.! 60.0 80.0 80.0 Bao 80.0 Box, Bao 60.0 80.0_ 90.0 26-1/2" (7) 60.0 115.0 p Dam � • �Y2,76-3/4 �� 70.0 81 • .0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 37• BDA 112.2 C ^ • 3- (7)• 70.0 70.0 01.0 61S 80.0 80.0 80.0 80.0 80.0 BOD 80.0 80.0 80.0 80.0 24' 80.0 115.0 Z •• �j3.118' - - 81. r.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 39' 80.0 115.0 • 2P 9/0.0 70.0 A1ib•*am 80.0 80.0 80.0 80.0_ 80.0 80.0 80.0 80.0 80.0 80.0 36' 48, 80.0 115.0 •• •" 70.0 70.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 42' (5) 80.0 115.0 O • 36" • •ISO 70.0 61.0 65.0 SOD 60.0 80.0 80.0 B0.0 80.0 80.0 a0.0 80.0 80.0 48" 50.0 115.0 4B• 0 42' (8) 70.0 70.0 14• 1 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 54• 80.0 108.1 4 •• ••1A' • 70.0 70.0 6141 6S.0 80.0 804 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24• 80.0 116.0 S4• 7.0 70.0 61.0 61.0 804 80.0 80.0 ROA 80.0 804 80.0 80.0 SOD 80.0 30' 80.0 115.0 z pp a 24' 70.0 70.0 61.0 61.0- 80.0 80.0 80.0 BOA 80.0 BOA 80.0 80.0 80.0 80.0 I 38' 80.0 1 30' 70.0 70.0 61.0 61.0 50.0 80.0 80.0 Bo.0 80.0 80.0 80.0 80.0 80.0 80.0 42' (5) 80.0 115.0 021 c 36• 60' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48' _80.0 109.7 L$ 42' (6) 70A 70.0 61.0 61.0 80.0_ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 54" 80.0 98.4 m 48' 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24• 60.0 115.0 54' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 30" 72' BOD 118.0 24' 70.0_ 70.0 61.0 51.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 36' (7) 80.0 115.0 30' 70.0 704 61.0 61.0 BOA BOD 60.0 Bao 80.0 80.0 80.0 80.0 80.0 SOD 42' BOA 112.0 �•$_�w - _ 0808 36' 72• 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 _50.0 BOA 80.0 80.0 80.0 80.0 24' 84' ODD 115.0 � 42' (7) 70.0 70.0 61.0 51.0 BDA 80.0 80.0 SOD 60.0 BOD 90.0 80.0 80.0 80.0 30' B BOA 115.0 46' - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 ()NO.IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB L 54' - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 78.8 78.4 78.4 Engr:JAVAD AHMAD 1 PPODUCTREVISBD a 24' 70.0 70.0 L01.0 81.0 80.0 804 80.0 80.0 80.0 80.0 80.0 Bao 80.0 80.0 P yy 70592 av cempiyi v lth gw Fke& 30" 70.0 70.0 61.D SIDD SD.O 80.0 80.0 BOD 80.0 80.0 80.0 80.0 80.0 N.3539 BuildingCodd36. 84' 81.0 - - 80.0 80.0 80.0 80.0 80.0 . 80.0 800 'mepumwNoNOTE: IDaz' (6) - - 61.0 - - eo.o aoo eo.o eo.o eo.o eo.o 90.0 eo.o GLASS CAPACITIES ON THIS SHEET ARE Ep 0 2 20 56Y 4a' - - 61.0 - - BD.o eo.o eo.o eo.o 77s ns 80.0 BOA BASED ON ASTM E1300-09 (3 SEC. GUSTS) t�f DadeProQuct drawing no. ()NO. IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION W06-34 DECLARATORY STATEMENT DCAO5-DEC-219 sheat 2 of 7 m qp� J 1/8"ANN.GLASS 3/16'ANN. GLASS 3/16'ANN. GLASS 3/16'HEAT STREN'0 GLASS 8 120"Interlayer 120"Interloyer D90"krtarloyer 120"Interlayer QQQd as o Uvekol S Uvekol S Soflex Clear And Color Glass Uvekol S v By'Allnex USA.Inc.' By'Allnex USA,Inc.' By'Eastman Chemlool Co.' By'Altnex USA,Inc.' ao� 1/8"ANN.GLASS 3/16"ANN. GLASS 3/16"ANN.GLASS 3/16"HEAT STREN'D GLASS i1 CC ei SILICONE SIUCONE ' SILICONE SILICONE $y Q i m DOW CORNING 995 z DOW CORNING 995 2i DOW CORNING 995 i m DOW CORNING 995 m m 9 ii �I a ij Ij a gA i' ii al n 9 1 n ii n Ij �i n j It z 2 jmMy Jp Ir O 3 AT 1 4 POINTS ON LRES 3 AT 1 4 POINTS ON LITES g 33 AT 1/4 POINTS ON LffES 3 AT 1/4 POINTS ON LITES rI a o • IV• • WIDER THAN 36"ONLY WIDER THAN 36'ONLY WIDER THAN 36"ONLY WIDER THAN 36'ONLY w i•••• GLASS•TYPIE 'C' •••• GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE IF •••••• • • • • cz> J w� r.. • 000000 1/8'ANN.GLASS t/B'TEMP.GLASS Ot J Z • *00000 • •• •• •• LS • • • • • 1/4'ALR SPACE 1/4'AIR SPACE � N w V�r • •• 1/8'ANN•�l.�Ss •••••• 1/8" HEAT STREN'D GLASS Y 3 31 li 111 • • 1/8"ANN.GLASS 1/8"HEAT STREWD GLASS 0 cc • ••• Vi"•Irrerlayer •••• G90"Interlayer '0 p ^ flax Cle•r And Col r Gloss • Soflex Clear And Color Gloss 090'Interlayer 090'iriterloyer 12 i Z Z • • Op dEuinan Chemical Ci•• By'Eastman Chemtcol Co.' Soflex Clear And Color Glass Saflex Clear And Color Gloss td 5 a¢ •• ••• SO By'Eastman Chemical Co.' By'Eastman Chemical Co.' �n g • • • •••••• �rr1EL •• ••• i/t ANN. i• ••• r1/B'HEAT STREN'D GLASS 1/8'ANN. GLASS 1/8"HEAT SIREWD GLASS - F-r-O- • • •••IUCONE SILICONE SILICONE SIUCONE • iE RGS7706 •• GE RGS7700 GE RGS7700 GE RGS7700 •• ••• • z • z i i • •• m f • t B 89 y, io F 9C io yq 9C i 4 ro gg r oW 1 1 Cy�• oc IK w S2 AT 1/4 POINTS ON LITES 33 AT 1/4 POINTS ON L17ES AT 1/4 POINTS ALL SIZES 33 AT 1/4 POINTS ALL SIZES WIDER THAN 36'ONLY WIDER THAN 36"ONLY o g $ f'��g g GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TYPE 'J' m w 0 THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL Eng.JAVAD AHMRD PRODUCT REVISED r MISSILE IMPACT AREAS. FIA -70692 as wmplying with Ow Florida 11 3678 Building Code 1.4. 3 Acceptance No y Pic nation Date j7 GLAZING OPTIONS jj By , ProduoC drawing no. E 2 2D15 W06-34 sheet 3 of 7 TLS. TYPICAL ANCHORS EXr.ILLUSTRATIVE DINTS ONLY TYPICAL ANCHORS F SEE ELEV. FOR SPACMG N��'NDOW� SEE ELEV.FOR SPACING . METAL qSEE NTY APPROVED t toy STRUCTURE LION ANCHORS c CON' I ',WOODBUCK NOA Z # a: <EDGE 134 EDGE DIST. I o $ E DIST. f�vy .e a.° .a.'! .a a' "H.. ' �• .. I DO DIST, I A I R7 �0 O1 4 TYPICAL ANCHORS ryZ SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING V TYPICAL ANCHORS Q D jj i!i FOR�SPACO NG WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS • ji •i :' j! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � AND TRANSFER THEM TO THE BUILDING.STRUCTURE. LL Z 9)" -I 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING LO C � 'I O !1 0 If4 LAA6 FU-177 =1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES it it OPTIONAL 7D it 1! OPTIONAL TO • • ,I i 23 15 SPRING LATCH j! A 3 1S SPRING LATCH 1-1/2° MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) • • • • REIM g0NQF 1 • REINFORCINo OPTIONS 12 THRU 18Y BUCKS INTO CONC. OR MASONRY • ••• OPTIONS a>.. • SEE SHEET 2 • SEE SHEET 2 r' 1-1/4° MIN. EMBED INTO CONCRETE (HEAD/SILL) z ' go •••••• 5 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) • • DIRECTLY INTO CONC. OR MASONRY U a • • • •• q 1-1/4° MIN. EMBED INTO CONCRETE (HEAD/SILL) �-� J Z li REINFORCING REINFORCING 0 • _ •• •� a •• •• OPTIONS oPnows 1-1/4° MIN. EMBED INTO CONC. OR MASONRY (JAMBS) c3 O • • • SEE SHEET 2 SEE SHEET 2 N Q • •' •••• • 11 ! ;3W • , I 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 m ..:1W t !! i! B t -.2 0 z E, •••• 1 •• • '! I 9 1 INTO METAL STRUCTURES 0 • • 0000• i ••• • ii i, • , i' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) $M a •• •• t l 0 1 o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) d " • • , v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) F d •• •• • i••• • .i ii o i !! !i 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • I• • ;j !i z I 1 !' — 'I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) • �• • I i 'I 'I II II •• •• • • I i! (NO SHIM SPACE) a •••••• 0 • • !t UPICA{ EDGE DISTANCE B 0 ! INTO CONCRETE AND MASONRY = 2" MIN. o c 5 5 INTO WOOD STRUCTURE - 1° MIN. 5 6 INTO METAL STRUCTURE = 3/4° MIN. i 2 WOOD AT HEAD.SILL OR JAMBS SG - 0.58 MIN. • O CONCRETE AT HEAD,SILL OR JAMBS Pc =3000 PSI MIN. C i C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2DOD PSI MIN. U g W1 I t o W2 I 11 x,11 _ {YEEPHOLES: m o W g �J \ W1 = 1/2° LONG NOTCH AT EACH END OF INTERIOR LEG b W2 - 7/8° LONG NOTCH AT EACH END OF EXTERIOR LEG Engr:JAADAHMAD PRODUCT REVISED N a a. 1 ATT RNLTE FRAME SI.. FLA PE J 70592 as complying wilh tpo Florida WGE C 3538 Bcetanceuilding Code No/5 0611.0(0 8 '� .a '° °EDGE*DIST - \ DI c � DData 1'J 9 ° a S TYPICAL ANCHORS // .."'e•• TYPICAL ANCHORS SEE ELEV.FOR SPACING ', By Dade a drawing no. CONCRETE SEE ELEV.FOR SPACINO N 201 FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) I fsheet 4 of 7 VENT WIDTH ITEM PART 9 QTY. DESCRIPTION MATERIAL MANP./SUPPUER/REMARKS 4 1/4'MAIL 1 OW-30783 1 FRAME HEAD 60B3-TB - O D.L.OPG. SHDAS 2 OW-37731 1 FRAME SILL(4'HIGH)-__-- 6063-TO - -J$, 1/4'MAX. 1B 2A BA-3608 1 FRAME SIU.(3'HIGH) 6083-T8 - z. $ SHIM 8 13 17 TYPICAL.ANCHORS 3 GW-31445 2 FRAME JAMB 6063-T8 - FOR ELEV. 4 GW-36706 1 MEETING RAIL 8863-T8 - a ___.._-. _.— r METAL 7 19 3 GW-36885 1 VENT TOP RAIL 8063-TB - g a f7, O STRUCTURE v'v B GW-37730 1 VENT BOTTOM RAIL(4'SIU.) 6083-TB - U BA GW-37559 1 VENT BOTTOM RAIL(3'SILL) 6063-T8 - p ___ ._.._ :_._ . . ._.._..___.._._.._.._._. .. v 7 GW-31134 2 VENT JAMB STILE 6083-T8 - ------ 8 GN-3t470 2 VENT STOP 6003-T5 - TYPICAL ANCHORS _ __ 9 18-56 4/VENT GLAZING BEAD ANGLE 0003-TS SEE ELEV. I FOR SPACING _ _❑__ '0 9A TM-123 4/VENT GLAZING BEAD 6063-75 .: :. .. =:._ 86 TM-170 - ---- ---- 4/VENT GLNJNO BEAD 0063-76 r 9C TM 181 4/VENT GLAZING BEAD(INSUL.LAM.GLASS) 60153-TO 41 Z f;/{ 10 /8 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS EXTERIOR WOOD BUCKS , 3 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTC.M/FRAME SILL D.L.OPG.(FIXED) 12 2240 (1)STRIP FIN SEAL WEATHERSTRIP - - - VENT TOP �j 13 3722 (2)STRIP FIN SEAL WFATHERS'TRIP - VENT JAMB SRLES g WINDOW WIDTH 14 - 2 1 1/2'x7/8'.3/4'FINSFAL PAD - FRAME SILL CORNERS v '� • •• 15 - 2/VENT LATCH LOCK AT 5'FROM ENDS CAST VENT TOP YP • • •BEETCAL ELEh SFpAC•ING •••• 15A TM-118A 2/YENT SPRING LOADED EGRESS LOCK 6063-TB VENT BOTTOM RAIL • • • TYPICAL ANCHORS IB - 4ATNT VENT GUIDE NYLON VENT INT.CORNERS z oO SEE tOEV.FOR SPACNG -.- � Q M 1/4' ••• 41 17 2/VENT CALOWELL SPIRAL BALANCES - AT FRAME JAMBS = Ir M •: ••• • : • 4 1/4'SHIM 18 WVR-9302 2/VW BALANCE COVER VBJYI. FRAME F$AD/JAMBS z V W�1 SHIM s • ••• • MAX 19 N69 2/VENT CALDWELL BALANCE CUP - VENT WIT.CORNERS •• ••• •.:fir.,',�. B 73 •• - - ------ Nw • 20 2 X12 x 3/4'P.H.SMS STEEL (1)AT EACH BALANCE U • ••• •• •• 21 - 8 X12 x 1'P.H.SMS STEEL FRAME CORNERS p O m •• ••• • • • •• 22 - B $10 x 1'P.H.SMS STEEL VENT CORNERS 10- n ,:_:._._-_.: 23 - 4 ®8 x 3/$F.H.SMS. STEEL (2)AT EACH LATCH Z f • .,_„_•:_•,=.___: U 9!' 24 - 4 #6 x 3/8'F.H.SMS. -STEEL AT EA.PLASTIC GUIDE .•.. • ••• • • j 25 - 1 1x1 3/18x3/4x1/8'CHANNEL STEEL AT VENT TOP .r1i O T-- •• • •••f 26 - 2 1x1/4 THK.x4"LONG BAR ALUM. (1)AT EA MIG.RAIL END -- -- - • ••••• __ ____= 27 - 1 1/2xlxl/2x1/8'CHANNEL STEEL AT MEEING RAIL O • • • - - - - � 26 TM-161 2 FIN TRIM FOR JAMBS 6063-T6 - ••1 •• • 29 TM-183 1 FlN TRIM FOR HEAD 8083-T6 _ • • 30 TM-104 1 FIN TRIM FOR SILL 6063-TB - 3 WINDOW WIDTH -_ 31 TM-179 1 MTG.RAIL REINFORCING CHANNEL 6063-T5 AT MEETING RAIL p y1 Q MIAMI-DARE COUNTY 32 TM-178 1 TOP RAIL REINFORCING CHANNEL 6083-T5 AT VENT TOP M APPRA CLIPPED MULLION 4 FRAME WITH FIN OPTIO SEE SEPARATE NOA 33 - AS REOD. SETTING BLOCKS EPDM OUROMETER SOLS SHORE A } a� TYPICAL ANCHORS & SEE ELEV.FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. ° 'S c E,qr.JAVAD AHMAD PRODUCT REVISED 1� •1 era b FU-PE 70592 "m1plyiug with the Florida _ CAN. Building Code/ �/nf L 8 #` --- _ __n-rr Aweplmce No ,>aX Date tp EXTERIOR t OedeptD�Td drawing no. WINDOW WIDTH _ WINDOW WIDTH 1F W06-34 sheet 5 of 7 3.042 -{ F'-1.426-�{__ .125_ by 1 I062 2.800 1'� .062 .847 .062 1.500 .062 27 -d 1.000 -� O �� L I 3.719 1.00.0 3.089 YI.-LI g a 1.092 I p .125�1 •822 1 1.406 3.188 1.030 .530 .500 0 C I 26 I»-.250 St !)A h Q FRAME HFAO f�-t 925 �{ I�-2.375 30x7 -I MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS 045 .405 M a 1.000 IS NAIL FIN (HEAD) STEEL ALUMINUM }GSf G FRAME JAMB 3340 7.000 1.280 .385 y.z .9384 .040 2.188 II 7.666 .888 .052 .082 .062 2.190 1.187 �. 1.188 .6D2 .125 .923 ti Az 2900 O 32 3 1 • • • ••• • : ••e s TOP RAIL REINFORCING TOP RAIL REINFORCING , • FIXED MEETING RAIL • oO VENT STOP 28 NAIL FIN (JAMB) STEEL ALUMINUM g o7 W •= •i• •1.375 • • • • 3•189� •163" r �M • •Soso 1.188 -{I I UW�I u • - -. I O .540 .040 .800 OO s• e•s • •• • _ _ 1.324 I z OO/Wo0]¢V • •• SSSS '052 ••i• 1 � m ,.780 1.374 .062 � .92J � p O �- se ••• ••• 2.25�i•• 998 .062 -0 CL • 1 _� 3.277 1.369 Z O i 1 1.214 • • **to I 2.500 GLAZING BEADS OL s• •ss 1.000 • ••s•• • • i •o •i • VENT TOP AVL s•• O SASH SIDE RAIL So NAIL FIN (SILL) � LATCH LOCK 8 1 i • -� 2202 p- 3.248- '�3 .997 0 IN 2.202 � 3.245 - � 997 .062 o gram s.at2 .0e2 4.312 4.347 I 2,830 m m c w 3.927 3 m 3.439 3.358 .082 2.939 .06AHMAD 2 Fes'�CML� PRODUCTRBVISED N N 3 - FLA.PE$70592 m�F1YIM with ft FM& $ 3 .8 .684 CAN 7538 Qulldito N Co I }. t_ 1S-o Ex on Mft N lt.or� o F�-1.3753.141 By 1.375-M }� -3.141 2 2015 NuFromxt drawing no. 2O FRAME SILLS ® WQ6-34 O6 VENT BOTTOM RAILS O NOTE:EITHER SBL CAN BE USED sheet B of 7 3 �o Zi a O oma VENT TOP CORNER i 9999 OR • • •9.991 • FRAME TOP CORNER '� oM" •• ••• • • • t I�+ K • •0.0•• g JZ� •t 09000 •• • •••• • • • ••• 9999 9999•9999• � #�� • s zz o° n • ••• 9999 om s • • • z a •• 0••• • 99.• 60• • •699•• ••009• • • i� %o •�cmogo$ ro _ VENT BOTTOM CORNER � MAWM PRODUCT REVISED CL q •' FIA PE 992 a9 canplyina with fho Florida i 2t CLAM a Aw�Id��C�odxeQt 061106 s3 lion Daw 017 S b S 0 20 5BY Product Can drawing no. F�ME�O�OM CORNERCORNER W06-34 sheet 7 of 7 . v � m*NO., s �1 Miami Shores Village ■ Perri/ y 6 lit r wSISM' em 000 10050 N.E.2nd Avenue NE { C j O ;'Window/Door Replace n Miami Shores,FL 33138-0000 � � Perms a�l�A>tilr ;.AP ""i Phone: (305)795 2204 Issue Date-1212/2t}15; Expiration: 5/30/201 Project Address Parcel Number Applicant 453 NE 99 Street 1132060170410 Miami Shores, FL 33138- Block: Lot: ROMAIN BRETON Owner Information Address Phone Celt ROMAIN BRETON 453 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 FLORIDA WINDOW&DOOR (561)340-4300 _._.,.. ..__ __.._ Total Sq Feet: 00 Type of Work:REPLACE 4 WINDOWS WITH IMPACT REPLA Available Inspections: No of openings:7 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-11-15-57702 DBPR Fee $2.55 12/02/2015 Check#:5647 $241.10 $50.00 DCA Fee $2.55 Education Surcharge $3.00 11/06/2015 Check#:5618 $50.00 $0.00 Permit Fee $170.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $291.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify IIoregoing i rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F o uthoriz above-named contractor to do the work stated. December 02,2015 AuthpI126d Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 02,2015 1