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WS-15-2019 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248818 Permit Number: WS-8-15-2019 Scheduled Inspection Date: December 16,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ,JEFFREY BRODER&IRIS ROMERO Work Classification: Window/Door Replacement Job Address:1130 NE 92 Street Miami Shores, FL Phone Number Parcel Number 1132050270430 Project: <NONE> Contractor: FLORIDA WINDOW$DOOR Phone: (561)340-4300 Building Department Comments REMOVE 2 WINDOWS ENLARGE OPENINGS TO FIT Infractio Passed Comments SLIDING DOORS GLASS DOORS. REMOVE SWING INSPECTOR COMMENTS False DOOR REPLACE WITH FIX WINDOW. NEW DOORS AND WINDOWS ARE IMPACT. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-246803. CREATED AS REINSPECTION FOR INSP-246400. CREATED AS REINSPECTION FOR INSP-241114. No inspection called during installation Work covered Failed ❑ Remove cut aluminum Remove cut aluminum betwen doors No access Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 15,2015 For Inspections please call: (305)762-4949 Page 28 of 51 E➢ Y'"J T 3S ORES .' ' 3 �' Miami Shores Village Ff�1C!@Wirt d0w, Wsnutter% 10050 N.E.2nd Avenue NEp l SinoC n:W t1WID60 " M Miami Shores,FL 33138-0000 � Phone: (305)795-2204 tato 9/ JA Expiration: 02/17/2016 Project Address Parcel Number Applicant 1130 NE 92 Street 1132050270430 JEFFREY BRODER&IRIS ROME '''' Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JEFFREY BRODER&IRIS ROMERO 1130 NE 92 Street MIAMI SHORES FL 33138- 1130 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 12,960.00 Valuation: FLORIDA WINDOW&DOOR (561)340-4300 .. ..... _._ _._.w .._.__ ,.___ :....__ .... Total Sq Feet: 0 Type of Work:REMOVE 2 WINDOWS ENLARGE OPENINGS T Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Structural EJE Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-8-15-56674 DBPR Fee $2.00 08/11/2015 Check#:5477 $50.00 $193.80 DCA Fee $2.00 Education Surcharge $2.80 08/21/2015 Check#:5478 $ 193.80 $0.00 Permit Fee $130.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $243.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate d tha ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above named co c do work stated. August 21, 2015 Authorized Signature:Owner / Applica Contractor / Agent Date Building Department Copy August 21,2015 1 . - Miami Shores Village Building Department Au 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 f - -- _ �J Tel:(305)795-2204 Fax:(305)756-8972 (tr � INSPECTION LINE PHONE NUMBER:(305)762-4949 7--TP FBC 201�.4 G, BUILDING Master Permit NO.WS PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1130 NE 92 St City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcei#:11-3205-027-0430 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Jeff Broder Phone#:305-343-2388 Address:1130 NE 92 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Florida Window and Door Phone#: 561-340-4300 Address: 7108 Fairway Drive, Suite 120 City: Palm Beach Gardens state: Florida Zip. 33418 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration#: CGC 1509450 Certificate of Competency#: DESIGNER:Architect/Engineerk 1.4. Phone#'i(-.2 qq-I x/_„ � /L Address:5-3 aQ 3 L�[ 6 w• I' Ave Ciity:)adre State: ZiP1 Value of Work for this Permit:$12,960 Square/Unear Footage of Work: Type of Work: ❑ Addition RRrAfteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work 1eehov cons'" Adel Specify color --of color thru tile: Submittal Fee$�Q �� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ( � D (ReWsed02/24/2014) A I Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A 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 reinspe ' n fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing inst ument was acknowledged before me this The foregoing instrument was acknowledged before me this 167W day of AX 20 /S by 0 day of �' 20/—S' by Jeffrey Broderwho is personally known to Scott Berman who is personally kno)Lvn to me or who has produced E/-3(-#&:K!t�as me or who has produced r as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 9") Print: SCOUR HOWARDSiMKi7FF Seal: GERMAN A.ARROYO Seal: EXPIRES:August 2 6 NOTARY PUBLIC �rATFoF K`pQ Bonded Thru Budget Notary Services COMMISSION NO.EE1 1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Corporate Office: 7108 Fairway Drive Suite 120 JUST THE FACTS Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 window c F6or ❑(561)848-7011 Corporate ❑(561)340-4300 Palm Beach 1 First of all....No verbal agreements are recognized.Everything must be in writing on the ❑(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 Ronda Mndow&Door agrees to sell and supply customer and customer agrees to purchase from Rorida Project Coordinator will contact you prior to your installation and let you know the time your Window&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 TnstaTlation will be begin CUSTOMER INFORMATION . • based on that approval date.Should special order itelns,Apstructiorf 8MIstorical t�fS 11• approval be required the projected installation date will ft art additiorrfll'4 d peeks from that approval and/or engineering or architectural plans betrxfaumpieted.We cannot hold 61b Customer Name � �j� guarantee any installation dates.Installation dates icko%wk permitting as r cavnot predict Mother Nature.Occasionally,a Crew gets sick,.a Wck breaks dowp or we f1$l'fieTrttdi on a prior installation.Please be understanding abodt this gS it hapQ9r ft every pllag f Home Phone Number � � �,? business.If your installation is cancelled for any reason oAes than weather on the ddta�,Yyo� •. your installation,we will gladly refund you a$100.00 cred ,A for your wpm esience.R611ue understand,that we use local weather reports as our guicTe due to Irfstallation CrevAlAhD• ,/�- power tools so while it may not be raining at your hoomid Olust use out best judgment v Street: 1,150 9��G^ Olr �j�j ensure the safety of our staff.If you MUST have a Saturdayfistallatton your projecied�i�e. of installation may be longer than is stated on your centrac. :••••• Job Address �w City: ��/,v`l 5A Length of Installation-Time frames are based on the We and scoppbf$Qc' job. • • State' )*'0X/JA/4 ZIp: � 6 A responsible adult 18 years or older must be at the Installation site at the beginning and 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 schedule of the job. 7 Installation Team....We only use authorized Florida Window&Door installers.All work is Mr. Work ( 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 ITB process.Installers use power tools and we don't want anyone hurt. MrsJMs. Cell 10 Rotted wood is beyond our control.If we do find rotted wood,there will be additional charges for replacing it.If its small don't worry,we got itl Your project coordinator will notify you if this Mrs Ms. 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 �� 1 �� all permit documents and to provide the Home Owner Association contact information and assist us in the submission of the application to the HOA for approval.Homeowner acknowl- 0MEOWNER INFORMATION COMPLETED) edges that the length of time to produce the product will be dependent on the timely return of � �11 _e 1 the documents,the Association approval and the permit being approved by the municipality. I Type of Home: Ouse ❑Condo 0 MHC I 12 1 Financing....if you are financing your balance,Florida Window&Door's finance department omeowners Association' Li Yes wwo asn yvu wt auumunm uuurmauun anu yuur cuuperauon wm nerp speeu me process.rr any 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. CUSTOMER AGREES TO TERMS OF PAYMENT AS FOLL 14 Dumpster/Storage...Under no circumstances do we leave job debris on your property.We remove everything for safety reasons.Please do not ask our representatives If you can keep scrap.Dumpsters are not for customer use.We must be given a suitable place to work and Job Total $ A.--7 4?40w,U0 store material. In the rare occasion,that there is not storage or work area available we will �m utilize storage containers but that will be done at additional expense to you. 50% Down Payment $ Windows / Doors: 15 Wood....We do not replace the wood framing or stops around your windows.We reuse your 40% Payable on Product Delivery $ 5j o 0-a existing ones.It's better for the environment.These items are available for purchase if you <6 would like to add them to your work order. ,,.. Balance Due Upon Percentage of Completion $ 16 Construction Concerns...We do NOT do any paintinf or sr0ctd staining!90metimes phut�r• may crack during installation.We will repair with first amt ofmud and sarnd smooth.You.may have to do touch up painting and light sanding after wofiwwefinishecl.During the in$ta eevv Permitted Hold Back Pending Final City Inspection ($200.00) n some minor stucco damage may occur.We will repajrJW%Wcoo and prgpare for pgint,but will jJ not paint the stucco. •••• • •••••• In the event of a mathematical error,the prices printed on the contract are the actual prices to be charged. 17 Grids....If you ordered grids on your windows,the pallownwIll be the same as what yarhave existing unless otherwise specified on your work order PAeAve make surejhis is thq p$WR DE • ' O' • you want. „•„• :**so* w,,,,• ❑Cash O Check# ❑Visa 0 Master Card 18 Screens....Half screens are standard on our windows 9•••• •• 19 Window Treatments...We ask that you remove all window tr9atmen%.Wip=tp your iNW41tibn. All windows/doors being replaced will need at least 3 feetaf cleararte in order for gLjr ctrV js Name on Credit Card: to work.We DO NOT take down or reinstall any windcWtreatment s.s�I"tkeevent window treat- ,/a ments are not removed we take no responsibility for their condition after mslallation.Most win- Credit Card#' j� dow treatments will fit after installation of new windows and doors but this is not guaranteed. 20 Hurricane Shutters...In circumstances in which we remove and reinstall existing hurricane Exp. Date' CPU Code' shutters we do not guarantee that the shutters will open and close without additional service or maintenance being performed by a shutter service company.Working condition is dependent on age of shutter and previous maintenance of existing shutters.In the event Your final check Is your receipt that shutters are not reinstalled it is the responsibility of the Homeowner to replace all flooring and fill any applicable installation holes. BUYER'S .NCEL: "This's a liorne solicitationnot goods or 21 Alarm contacts....will not be reconnected.We will leave the wires exposed and your alarm person,Services,YOU rnay cancel this agreement by poviding written notice to the seller in egram,or company will need to come out and reconnect them.As you must be a licensed alarm compa- •tice MUSt indicate that you • • goodswant theor services and rnLlSt be delivered ny to work on alarms. before midnight• 22 1 understand the details of my pre-install checklist and I have received a copy.Please start nnay • par • any cash down payment," THIS CONTRACT CONSISTSOF q AND .114— 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 ;' 201 r ti{ Owner(s)agrees firat this Agreement front and reverse,ranoftfles the endre undarstandfng between parties,and there are no verbal understandngs LEAD SAFE PAINT PRACTICES changing or mod ft any of the terms of M Agreement.This Agreement may not be changed or tis terms modified or veiled In arty way unfess such changes are tnwridngand signed bybothOvvner(s) me Contractor..Owner(s)herebyacknowledgethat Owner(s)has read the front andreverseofthis LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of Agreement and fres received a complete a dated copy of this Agreement,including the two accompanying fJofice of Cancellation forms,on the pamphlet,"Renovate Right: Important Lead Hazard Information for families,child care Me date first written above.Own so ac wfe that he or she was oral) i f to nc I fids transaction. P P 9 P 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. [/we received this pamphlet before the work began. Owner Ing Init. sale4n(Please Print Name) Location EXT. ❑Customer elects reduced warranty option for a term of years. Florida Window Door . Comparison Chart Jeffrey Broder 7108 Fairway Drive 1130 NE 92 Street Palm Beach Gardens, FI 33418 Miami Shores Miami Shores, Florida 33138 561-340-4300 Opening# NOA/Product Approval ' Size 1 Opening Design Pressure Product Design Pressure Opening W H + - + - Type 1 FL 15726.1 99 1 91 1 42.8 53.5 60 60 SGD 2 j FL 15726.1 I 99 91 I 42.8 i 53.5 60 60 SGD 3 FL 15920.1 41 91 45.6 59.1 70 70 ! FW 4 i I 5 I 6 1 i � I 7 8 s ` 9 { , 10 I 11 i I 12 { , 13 ! I 14 i _. 15 I ' 16 AUG 201 17 18 ( __- 19 i 20 21 22 I < I E 23 24 j 25 26 . . .... ...... I • 6.6••• i • • 000.0• 0000• • • i 000000 • . 00000 I 40-96, • 0606•0 •••••• • • .000.0 ••600• •0000• t P S ( E •• • Opening Type:SH=Single Hung,HR=Horizontal Rolling Window,OS=Outswing Door,CW=Casement Window FW=Fixed Window,SGD=Sliding Glass Door i r Florida,Building Code Online Page 1 of 2 rialwwww'smEm calm's s . i I r,yk'� t 1t'woyft BCIS Home }Log In ?User Registration I Hat Topics Submit 6urcharge Stats&Fads ; Publications `t FBC Staff i BCI$Site Map { Unks i Search 3USlnes •�N� Pro�essial Product Approval USER:Public User Reguiadon Product AD=Vnl Menu>Pctxtuct or Appllptldn Search>Application Ust>Application Detall " c• FL# FL35920-RS » .. Application Type Revision Code Version 2014 Application Status Approved Comments Archived ] Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emali Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer go Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bernardo Evaluation Report Florida Ucense PE-0046549. Quality Assurance Entity ,.WaNeFffi6ArjL0ltatlon&Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E.Lorinos,PE 666606 ® Validation Checklist-Hardcopy Received : •0• •••• •••••0 •• • •• • • Certificate of Independence FL15920 RS COI Indeo.odf ••••0• 0• • •••••• 0000•• • • • 0000•• Referenced Standard and Year(of Standard) 0 0••�rrQd� •••0• • • TAS 201 ••99 • 00:00• TAS 202 •••S • • 00000 TAS 203 •••1984 0.0••• 00.000 • 0000•• • • Equivalence of Product Standards • • • • • •0 0 0•• Certified By •0 0 0•• • • • •00.00 Sections from the Code 0 0 • Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHD... 7/9/2015 1 r Florida Building Code Online Page 2 of 2 Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 ary of Products PL# Model Number or Name Description 15920.1 Series"300°Aluminum Fixed Window Series"300"Aluminum Fixed Window-LMI/SMI 74"x 122" se Installation Instructions Approved for use In HVHZ:Yes FL15920 R1 II Dwo.Ddf Approved for use outside HVHZ:Yes Verified By;Frank Bernardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Othert FL15920 R1 AE Evai.odf Created b lndependent Third Party:Yes Contact Us::1940 North Monroe Street Tallahassee FL 3232,9,Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida :;Privacy Statement::Accmfblllbf 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 mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455,275 (1),Florida Statutes,effective Goober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The smalls 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 small address which can be made available to the public.To determine U you are a licensee wrier Chapter 455,F.S.,please dick here. Product Approval Accepts: �G'Uri ��tr.rallcM 0000 • • ••6• •000.0 • • • 6 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • •699• 0000•• • • 0000• • • 0000•• •• •• • 0000•• • 0000•• • • • • • • 0000•• •066.9 • • • • • 00 0 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD... 7/9/2015 I IBM ENGINEERING EXPRESS® 4F,VPnEvRvTW PRODUCT EVALUATION REPORT ENGINEERING EXPRESSO EXPERT PRE3131-11113T EVALUATION RF-pc3RT 4/2712015 Application Number: FL#15920.1-R1 EX Project Number: 16-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach,Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61 620- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is,for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window",sheets 1-8, prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E.Is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with ,TA Sao*, 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). 0 0 9 ep a STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which so% evaluate the product based on comparative and/or rational Raised, �YalFid for analysis to qualify the following design criteria: Pat" 1. Anchor Spacing 2. Maximum Allowable Size/Pressure •• Combinations **see* 3. Architectural Shape Options sees 4, Glass Capacity B 5. Anchor Capacity p W�onj�' A.W*3-4 •1 'o Q 00 *E* 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33l'4�..... PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM INK ENGINEERING IR EXPRESS" 4/27/2015 TM Window,LLC.—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 No 33%increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. i Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-speck basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). ...... .. . ...... .... . ..... ..Vo: . . ..... . . . . ...... ....% .. . • ••• 160 SW 12T11 AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... TM WINDOW & DOOR TRLal ,P.E_ SERIES 300 ALUMINUM FIXED WINDOW•: •:• .:• 000 •0 TM LARGE AND SMALL MISSILE IMPACT RESISTANT -' ■ 1A/IN .• ••• ••• ••• • DOWB • ..• •.. .•.•• .• �9 0 W•v n ZwtU y � GENERAL NOTES 0� 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 300- RDS. {.) 33-1/3 a INCREAS ALLOWABLE REM HAS BEEN UJ m LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ri DETERMINED BY OTHERS ON A 3OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE 0 C OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0 STATED THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 104 ` FOR SIZE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS 7 m. p DOCUMENT.. PERMIT HOLDER SHALL.VERIFY THE ADEQUACY OF 7HE.E76STIJG STRUCTURE TO WITHSTAND a' ^ SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) 6. BE ANCHORED PROPERLY PROPERLY TO TRANSFER LOADS TO THE O g A EXISTSTRUCTURE 6. MULTIPLE UNITS MUST BE INSTALLED USING STRU RAL MULLIONS APPROVED BY OTHERS OR UNDER 0 ^� SEPARATE CERTIFICATION: 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. • B. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALLBE SEALED 1--4 WITH SILICONE. `3: F 9. ALL YNC ccATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE EI.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.O.A.#13-0179.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SEN RYGLAS INTERLAYER N.O.A.# a 11-12.06m.02FORFOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS.SEE GLASS TYPES FOR ANY g� RESTRICTIONS. 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE p ADDRESSED ON A SITE SPECIFIC BASIS.NOT BYTM WINDOW&DOOR U.C. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL., STATE,&FEDERAL CODES&FROM DEVIATIONS OFTHIS PLAN. 15. DCCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE IN 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND . . . INVALIDATE THIS CERTIFICATION. 15-2370- Gems. 5-2370Gems, ws 101 S PABH GLIM= COVER SHM FL #15920.1 . . ... . . ... •. .. % .. . . . . . . . . . . . . ... . . . . ... Pal 12"MAX.FOR ANCHORS \�\\ POSSIBLE ARCHITECTURAL SHAPES. NOOSS£APEMAY EXCEED SIZE OFTESTED RECTANGLE TRANSCRIBED AROUND ••• ..' E%ac•0 3•0 •••� am JOINT WELD : : .•:mkx.�ANCHO� RNVI NTo •~ 4 -2 POINTS TYP. . . . • �� . . m (MAY VARY) • • • . ••. r 0 xgI� SURFACE APPLIED O '�4 FALSE NUNI2NS OPTIONAL . . • _I r `-=t•• .. $ D 11 . • • .__C �__� • a 00 . 0U Z TRAPEZOID M9 UE SIDED TRIANGLE HALF-CIRCLE EYEBROW ARCH GOTHIC --J L—'--- ° { !' a m $ J-0: w0°IP p M o , — ; �` 2 J HALF ELLIPTICAL \\� --j II 4 d HALF EYEBROW _ - -ii �{--- a TRAPEZOID ---;;--„---- O EXTENDED FULL !' PENTAGON ELLIPSE ---j Q s r6 (� N 9, z cttp QUARTER SEGMENT QUARTERCIRCLEFULL CIRCLE 0OCTAGONHALF ARCH OVAL m iy 8. �@ ELIPTICAL r FL #15920.1 : ; / HALF FAN EQUAL LEG _ HEXAGON TRIANGLE xT cum was I FAN %ak %c > 15-2370 NT6 ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL 1 Ol SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. IDTNOTE:�Y_f I .X °O HOTDOG WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO f70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. . . ••• .• . . ... .. •. . • .. .. • . . ... . . . . ... .P.6 '"rr EXISTING MOSTMETAL STRUCTURES(STEEL OR i • #DGE DIS • ••• STRUCTURE • ALUM.118"MIN.THICK) • • •• • • • •• •• ��` •••," STEEL:Fy=36 KSI MIN. ANCHORS PER ANCHOR f 26y WOOC�BUCK •_ •• ••i '. ALUMINUM:6063-T5 N. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR• • • • •� y y D m ELEVATION FOR SPACING MULLION TYPE AND SIZE. • • • • ••• •yt r� ED E DIST EDGE DIST *1• 1:J I a t ix OR 2x WOOD BUCK(OPTIONAL). NOT -T�c • • ••• •• S, Q �L9 1/4"MAX BY i 14 1/4"MAX SHIM i 4 `i/4-MAX SHIM 1 • 1 " M•• ��Oi�� ANCHORS PER • 1• • • tr ANCHOR SCHEDULE. • • • • • _ €u SEE TYPICAL •• • • wow Pllt• rrtne < 4 ELEVATION ON 4 4 ANCHORS PER 4 ANCHOR SCHEDULE. SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL 3 SPACING SEE TYPICAL ELEVATION ON 5 13 ELEVATION L E A 2 /8 OON R SHEET 218 FOR SPACING SPACING o _ •r�p$ OPTIONAL SURFACE APPLIED MUNTINS U J TYPICAL ANCHORS: CHARTTSS FOR ACI G&QUA�NTIT 0 1 2 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 0 '06 ,RFs TRANSFER THEM TO THE BUILDING STRUCTURE. �! g /4"DIA.ULTtL1C0N HY'0.00'(Fu-177 KSI, tiQ I O Fy=155 KSI) gq THRU isy INTO CONCRETE(2846 PSI MIN)OR GROUT 8 FILLED BLOCK(ASTM C90) _rQ 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT FILLED O BLOCK. � TYPE'B' 1/4"DIA.ULTRfICON BY'0.00'(Fu=177 KSI, � IFf g FY=155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCRIRES (SYPi2 G=0.55 MIN) BED OF ANCHORS PER ANCHOR 1-1/2"MIN.PENETRATION INTO WOOD SEALANT SCHEDULE SEE TYPICAL 6 ELEVATION ON SHEET 218 TYPE'C-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 2 4 FOR SPACING MIM(FU-120 KSI,PJ-190 KSI) 3 11 INTO METAL STRUCTURES(5 PINCHES PASS THE ®®® THREAD PLANE MIN.)STEEL-Ye THK.MIN. 1 (Fy=36 KSI MIN) 4 1J4"MAX SHIM Ix OR 2x WOOD BUCK ALUMINUM:1/8"TMK.MIN.(6063-TS MIN) (OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d TYPICAL EDGE DISTANCE p m INTO CONCRETE/GROUT TILLED BLOCK-2-1/2°MIN. H8 GE IMO WOOD STRUCTURE=1"MIN. IMO METAL STRUCTURE-3/4"MIN. ` BtmmBss EXISTING HOST 15-2370 STRUCTURE PAGH O1 wme•rseaxPnLaxL FL #15920.1 �� TYPICAL SECTION � 1 3 W-V-0" VERT SECT %• • ••• • • • ••• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• METAL STRUCTURES(STEEL OR ALUM.1/8'MIN.THIC() • •• •• •• •• ••• ��, ''v ,,+,••"� STEEL-Fy=36 KSI MIN. 1 4"MAX SH[M Sx R Yd��'` • • • • • •• g ALUML14UM:6063-TS MW, IBY OR 25Y 11r MAX SHIM / B ( • • • • •• �` 4- WOOD BU_IX 1 INTERIOR , 1/4"MAX SHIM r I • • • • • • • • • V QYI.Y �— I 8 4 4 g BED • • ••• ••• ••• • 3 _ � I 8 4 BED OF BED OF A +^0 Z w I SEALANT SEALANT p ANCHORS PER •• • • • •• ••• •• '�i�i �• j ANCHOR SCHEDULE. 1 4 ANCHORS PER ATICHOR • • • • • • ry� , SEE TYPICAL SCHEDULl.SEEf'R1�4L• • • • •• • -nd ELEVATION ON SHEET I ELEVATION ON 9IEE921% • •• • • ANCHORS PER ANCHOR 4 218 FOR SPACING FOR SPACIPS • • ••• • • 000 ••• UI <1 O ' SCHEDULE.SEE TYPICAL I 3 S 6 2 L2// 7�[ m w ELEVATION ON SHEET 2/8 L^ _ 7 u� G HOST 1YlJ N FOR SPACING _ g EXTERIOR g STRUCTURE w Q3 Ogg Lg FRAME WIDTH a 1 FRAME WIDTH U z TYPICAL SECTION s+ 6'-V-0" HORIZ SECT' 4� SCHEDULE "A" FOR SWAREORRECTANOLEOPTIONS.OTHER"MARE 0 ' DESIGN LOAD CAPACM (ASO 6fETHOD) O FRAMEFRAME GLASSTYPEMI GLAEBTYPEM2 IQLASSTYPEM3 GLASSTYPEMI JOLAMTYPEW GIASSTYFEMB MASSTYPERi1 TYPE Kit Q mmomm(7[) +) -P8F i) ()P F )P ) F t P -Y (•) t .SF(-P .S.F(4 P.SF t)P (-) 28112" 70 1 70 70 70 s0 00 80 80 s0 80 130 70 70 so Imm 3r 70 1 70 70 70 SO s0 s0 ED SO 80 130 1 70 1 70 w so Q 26' 53W 70 70 70 70 80 BO 80 s0 80 I so s0 130 1 70 70 80 80 ,•'- 7 70 70 70 TO 80 80 80 80 8D 80 BO 130 70 70 s0 s0 .�, •� i 100114, - - _ • - - - W SO 8o so 80 130 0.11- 111114' - - - - - so SD ED s0 8o /30 Q � 28112" 70 70 70 70 00 SO EO BD w 130 70 70 so aD 2' oC 7 sr 70 70 70 70 8o SO 80 80 Eo Eo EO 130 70 70 8o 80 L' 3B� 63118 7a 70 80 80 Eo 80 Eo 80 so 130 m80 Gp 74' 70 1 70 eo Eo so s0 SD s0 so 130 so 80 . W } BD 80 so s0 ¢0 130 - 11111d° - _ 8o 80 8o 8o so 130 -I)L 2817 70 70 70 70 80 so so W so so so 130 70 70 s0 80 - sr 70 70 70 70 80 80 so so so so w 130 70 70 BE 80 NOTE: —X b0 fic 53 Bo w so ,r 80 1 so so so R WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED106ttr so so Eo eo HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 11%,w 80 1 so so Bo 26 VZ 1 70 70 70 70 60 8o 'o EO 80 80 EO 13D 7D 70 80 so i5 N 8J 3T 70 70 70 70 so 80 80 00 80 Co80 130 70 70 80 Tiff it a 74• _ _ _ 70 70 70 70 EXAMPLE- 106 yr 70 7a 70 70 A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 1111w - - 70 70 70 70 - 28vz 4,0 70 70 70 so m eoeo ao � Eo 130 70 70 so so 41 OF 533/8 HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR — 3r 70 70 70 70 Eo w 3o Bo n. a 80 13D 70 70 80 80 GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN 831(0• ea 80 w so - ALLOWABLE FRAME HEIGHT OF 53V AND AN ALLOWABLE FRAME 74 yr 7r 7o 70 70 70 WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE 106 yr DESIGN PRESSURE.SEE O FOR EXAMPLE VALUE IN 111174 OOPlflY0REi4�A0F7G SCHEDULE°A." 281W 70 70 70 70 80 eD 80 80 ED BD BD t� 70 70 so s0 3r 70 70 70 70 80 eo so 80 80 eo IED 70 70 80 so 15-2370 r77i/4' 8310 80 eo so so 74" _ 70 7a 70 70 - nasc®noR, 106 yr - - - COVER aHEEr H1Lr - - ". FL *15920.1 Al razp © F7vimC'lemw ;. fL7LJ� �0 �0 a� l i � n7CTi l '7�T' S�'� L`. - M1f �� ""� 0' item I 1' C.'lopmEw I"00 NEW �■ famm��arrorovocaro�m©da �� sov■cy�c>irrrc�Ims, agsoa M■DImam od000Q�aoaoom�madv oasaaasoorr>.aaaasga Qmaoo■a0000aoamaoo Emma aaoo0ov000r�■ro�mraov t-�asr��nraaasa�rmrssass rrQraom�oar>•oar�■or�maoa smaaaaaaaaasasas ooa000soIEWI �o amroao>csr ra;aaaaa�a�sr�ar3aac�aesa�ass oaa�ao�r■oaomm�oro o ssr3rr�aarrrdr�aoaoo ©miaoo■0000 oa o oas s:nrr�ta+r�saaooaaaoro a0�i70ii7i7E7 7A clD�i70 l7 0"m 'Lar� ooaaaoo oaaoa rs.n�:�■ar�oaasoa amaaoaaooddo��oda I■Em a rimmml .m - amv000rr>. oaor��=mrr�oo omasa aso rc�oa��i�i■ s om00000ra n a■ �oaoo IEMs r OEM o aeras m s000voot�rc=��asoa �asasasaomo��isaras �J� _ o�ssovooaos�■ o masasasov ��asas �\ " �,i■asmaa>a00000ta= mosasasoc>■oaoavaov !_ oasmm�oo■rsoc�oom�sa�� oos■asdscaorar�oaoaos - ©asmaoo oaoom■ss o oes a+ soacav osos aasoao a voaioIMMMEIa o s'rr�ii'aaaisooerc>•o Baas 000 aavQa ammm � n ss asov ■ mesa s oala�ocsaoa�oror� o�as�iiaa�r�o■��ssss�ar� 0 oaQooao :,, o� oa a a oaaasas m�s000a c>.om :, m■a oa�■aa so asaaasa ms Km mml ror>■ � m•ar� o �ass��vo�a®�=as avaa�ii�sasdags a s �aaaraa aca�� ao vda©oa a�asae>r >• reaaa� sae asoa�i ��oaa�isas - - sasas��rvv � as rr�r rr�®S�S�ra�I Q aa�rr��■a >i ar�isssssraa■ v�■a�i semis asssor��a om�oaara -- aarr��raot�o��aa � aoa ��a� aaac>Eoo�aa■�re sae - aaa�aaaa Asa '�� ova saaooraosw�r ass waaa�v oa o aao v s aaaAvom�a saa - ��s��gr>• © ;; �a as � �a a®rdo 0aa■�ia�aa +. - ��s �a �o '� '� sr�°ss�inaai oaaa■oosireo��opveasaa■�so� : . . - �■ssadasic7� � ��s�a �iso�ios■g•. �ov� 4a�avArcarlo�a�■�awc>.m•o>a�aa oao os oasaoa�a ` aa�aov�v�ao�ooaa s Baan orv■a svo■s �i■�se ao mosasaaa asoa0000�oo so : a�ia�iaavaaaaasas .aa�°e.as000� ��sa.� oiasar�i�ii�i��aasaovaa D0N111- aisasas000aa� seas a®sa aQa��asosaairr�i oa®ssa�sovraaasasss os�ir�i��soaso�■�s OEM s�v0aasarsss osov aaaaaa��aDaaaaaes raosesgiaaao•�ao■asosoa �Ei,�' arrr�a�ao �v�a mm.mos�■a asaaaa�aarraaasaaaa 000�a■n■v�avQ�o�m �asaaasnaaasasaasa Q��_°; oa�aaoof�ooa»�mfo� aaaasaaaa�a�aaaeaaa _ ossooa��acsa�ao�asc�o oaosi■o�saao • ass�orr�ss oasasasaoossasasOEM ��i�isoao�assos�s �sasasoc>Aarsassass�a ��ao�o arv�asasas ,; ossasasovmossarss a rar�a■�sarassasss•s ©ev�■s�a�iov��esosss oa�sasssasas�iaassa ©aaasaaera�aas��is�� aaaaaao■a•avaaaaaa "��`�''��`' ooaovadoasarsasoaaos aosoaasosavaas os aa�sssasosasasasaas � aaa■aosoo�■waasaaa 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... r .P.E GLASS TYPES ••• Nyq . . . . . .. .. .. . . . . . . . . . . .. 090 BUTACITE PVS 090 BUTACITE PVB 4SY TACLM FW • • . • INTERLAYER INTERLAYER • 09�SGlj,INTERLAYERYR°ANN. Y8°ANN l''g"ANN. 3's"ANN Ya pH.9. °H . I : UISEALANT Ye SEALANT Ya' SEALANT�" SEALANT V,"DEPTH MEd.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(T'YP.) DEPTH MIN.(TYPJS(:TTING BLOCK � SETTING BLOCK �oSETTING BLOCKW S�'7'T�14 LROCR5 01AT Yo POINTS n AT%POINTS n mAT Ya POIIVTSn m. • �• T�'Pll Gm • • • • • a �$ Il flm CID •• • • • N- J .090 BUTAITE P1B Ye"ANN. .090 BUTACTTE PVB %6'H.S. EV7 PLAYEJ he'AIR SPACE I LA YER %e"AIR SPACE YE .090 SGP INTERLAYER .090 SGP INTERLAYER Ye Ya°ANN. Ya°H.S. J Ya"H.S. Ya°H.S. �°TEMP y4'TEMP .1 N SEALANT X' SEALANT Ya° SEALANT Yen SEALANT�° DEPTH MIN.(TYP.) DEPTH MIN.cm.) 7 DEPTH MIN.(TYP.) E DEPTH MIN.(TYPJ L 6 O $�.,,I 6 Q SETTING BLOCK µw+ SETTING BLOCK �1uu SETTING BLOCK o LDW SETTING BLOCK �Wu O O AT Y4 POINTS m AT POINTS �n Gm AT POINTS m ATY4 POINTS mm G L IGS L •� J SE O�R ;6 CC MATERIAL SCHEDULE D g zo REM PART I DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS j 1 N3001 0.083'SILL/JAM/HEADER WRUSIDN e0R3-TB •� 20 TTM-328 I 1/8'III STOP FOR 1'GLASS 8083-TB 3 TM-327 1/e°MASS STOP FOR 8/18'GLASS 8063-T6 4 - 0.080-SNAP COVER 8083-78 5 - 0JW HIGH_D VINYLS BULB AND 0.187'T-SLOT TPE POLYPROPYLENE FOR 5/16'GLASS ULTRAFAB of a 6 32001 VINYL BULB- 0.178'0 MSULATEO OLASS S AZD40 BEAD AUMBURY ' a g 7 311 vllM BULB- 0.270'0 7/16 AND 9/16 GLASS GLAZING BEAD A4E88URY 8 - (2)N X 1 SHS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY B - SEAM gig ACRYLIC SCHNEE-MOREHEAD ,O - *ONLY APPROVED FOR LARGE MISSILE IMPACT pI•��A� g in, - SERO10 BLOCK I'LONG AT 1/4 POSTS HIGH DDOTTY RUBBER 3 , OPTIONAL SURFACE APPLIED HUNTI S 8063-16 COPTWP8II01R659 13 - RAPID S(FffNOTH RGS7700 STRUCTURAL SILICONE flASFOYSIIUC ADHESIVE BY MNSMENINE PERFORMANCE MATERIALS 15-2370 1 - ALUMINUM"U"CHANNEL 2'LONG AT EVERY ANCHOR LOCATION MP.) 5052 HU ALUMINUM 71Aat Mrs 01 - S/18"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL PACIS D9SCRUnI IO COVERSHEET 1 = 7/18"XL MOE GLASS SPACER STA01LES5 STEEL ALL METAL PRWRY SEAL LI8 FL #15920.1 - SECONDARY SEAL SILICONE 0 . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . ... 1.269 • • • • • ••• �.� O.1l9 • • •• •• •• • _�� Or08v i i i • � 0.570 = • ••• ••• ••• • a _ �; �* 0.031 EXPOSED SURFACES ••• •• I ��i� F IF o �R1 �• • O• • • • -O p Q�iE n N N G m •—_ • • • 01- • see 09 �4mWffi 7 o 0.095 W w $ -+ 0.050 � tion }-,033 ` o 1 h o 3 � M 10 1.269 O OCIL Gq J034Z H I Q"off ^o EXPOSED g SURFACES O20 g Q m9 �s VIN o1.139 a N C ' ` a.asa �^ F— 0.185 y8 -3.033 0.813 NOTE: .�� I A PART S14 IS NOT REQUIRED 1.000 WHEN USING THIS EXTRUSION o 0.420 0.270 $ ° 0.125 g M 0.025 too o _ ci c K18 vi O0.079t_ �0.030 0.02 T 0.02 -�- 0.090 Hrs Olo.oso o.oeo commimr NOTE: US © O7 EXTRUSIONS NOT TO SCALE. FL #15920.1 � . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . FRAMES OF NON RECTANGULAR SHAPES SHALL OAF• �� BE WELDED TOGETHER IN •• • • • • �Oi� LIEU OF SCREW SPLINE • • • • • • ASSEMBLY(TYP.}. •• i•i i i • • '� 0 [D JJ � J Onym j O oils Z m 0�pw z SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD t_�-I GC11 BEFORE INSTALLATION OF WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER SEAL 15-2370 FL #15920.1 � ' COVERNo #Bx 1°GRADE 2 SMSno (FOR 90°CORNERS ONLY) Florida Building Code Online Page 1 of 2 Orvaretren:;�r BCIS Home Log In User Registration Hot TOPICS Submit Surcharge Stats&Facts i Publications ? FOC Staff BaS Site Map Links Search Busines �" Professialproduct Approval USBR:Public User Ralation !M' ,Praiuu Approval Menu> uCt or fi Nicatlon Search> n > n Detail P' tib FL• UApproved ' 1 Application Type Code Version Application Status Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Emall 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Emall Qualfty Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sliding Exterior Door Assemblies •••• • •••• •••••• • 000 • Compliance Method Evaluation Report from a Florida Registered Archltec?&a LiAnsed FloQA•••• •• Professional Engineer •••••• •• • •••••• Evaluation Report-Hardcopy Received • 0000•• • • • 0000•• 0000 • • • • Florlda Engineer or Architect Name who developed the Javad Ahmad • • •••••• Evaluation Report 0000 • ••:••• Florida Ucense PE-70592 •••••• • • ••••• • • 0000•• Quality Assurance Entity National Accreditation&Management Institute •• •• • 090000 Quality Assurance Contract Expiration Date1/31 •••••• •• Validated By Jesus Gonzalez,P.E. • • • • • • • • 0000•• Validation Checklist-Hardcopy Received • • i••••• • • • • • ••••• Certificate of Independence FLIS726 R2 COT SS-390 SGD-Cl 2014.odf •00 0 • • Referenced Standard and Year(of Standard) StarMard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code PredUCt Approval Method Method 1 Option 0 http://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgt3e1SA1nEOW9... 7/6/2015 , r Florida Building Code Online Page 2 of 2 Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 ry of Products 1 ELI Model Number or Name Description 15726.1 Series-390 Aluminum Sliding Glass Door Large Missile Impact resistant aluminum sliding lass door. sanstallation Instructions Approved for use In HVHZ:Yes '15726 R2 II 55-390 Alum SGD(LMIIIN 121 -31 odP Approved for use outside HVHZ:Yes Verified By:]avad 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 &J5726 R2 At SS-390 Alum SGD(LMI)-PM 2014 odf combinations and Installation details. i Created by lnd2rmclent Third Party:Yes In ME Contact Us::1940 North Monme Street,_Tallahassee FL 32399 Phone:650-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395."Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public.To detarmine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Aaepta: secnr':t '*41:'t'IttC�° 0000 • • 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • ••••• 0000•• • • 0000• • • 0000•• •• •• • 0000•• • 0000•• • • • • • • 0.000• 0000•• • • • • • • • 0000•• • • • http://www.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAlnEOW9... 7/6/2015 1 q AL-FAROtaQ 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 '• 'M$rlin Brinzon,P.E. •' OR ASTM 547 Penetration Laboratory •. ••• '00 •' ••••:• &TAS 202 000000 • • • ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 .' "Ilrlin Bri%"reE. &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 ' 'flliarlin BnTison,P.E. & 01/26/2015 ATLSF-0219.01-1%" 3fthen V :Q E. American Test Lab of South Florida ;' :': ' '• ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 • marlin BriiSOri, .E. . • Laboratory • . • !0! • • 1235 SW 87th Avenue I Miami,FL 33174 I T:305.264.8100 I F:305.262.6978 www.afcens.com aifarooa@afcenu.com 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�,Pnp of the 2014 Florida Building Code. ""tt ao aH Evaluation Report Engineer: :�:��^ •. No 70692 lavad Ahmad PE#70592 - * •* AI-Farooq Corporation EB#3538 ST of .ww? I atc&Time:02/25!15 15:17 SC\Y:\users\veronlra\StatewldePA Evaluations\TMWindoW\207.4 FBC\390 5GD\390 SGD(LMI)-PAE LU11 oc 0000•• • • 0000•• 00.00•• 8: 60 • 0000 • • • • • • 0:0••• 0000 • 0000•••• • 000000 • • • •9000• 999• • • • • 9 • 999••• 0000•• • 00000 0 0 • • 0000•0 0 • :00.:0 • ••9•• 0000 0000 • ••9.9• • 0000•••• • • • • • 9 • • :00.:0 • •••••• • • • •9.99• • • • 1235 SW 871'Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcena.com I alfaroogOafceng.com .. .. . . . .. .. . . . ... . . . . ... HEAD ANCHORS CLUSTER OF 4 OR 6• • •e • • ••• AT STILE ENS • • • •• •• •• • riI SEE CHART ON SHEETe3 • • ."' • • • •• 24'MAX FOR CAPACI • • • �'3 • • • z n HEAD • _• . •. .•• fl Z ANCHORS a TYP. DOOR WIDTH • •.• • • • • • • G� V- 6"MAX. • • • • • •• • • aa �$ Q HEAD/S&L A • • • • • • • • • m O N CORNERS • ---� • • • • •! • •• (La c Iq a�Bo az3" ti II ILzm�d w p10 12 ii E ii ii o 0 a a n M.•.. II u c �411L I+ N (n = 3 B '.di ai F 4 a S�m _Z a 48 ,/6" 4B,/6• � g z FALSE MUNT,N D.L.D.L.OPG. OPO. OPTIONAL SINGLE ROW DOUBLE ROW m d SB 1/8" JAMB ANCHORS JAMB ANCHORS rn 56 1/8" 24"MAX. PANEL WIDTH SILL gg PANEL WIDTH g .... (....� (....� �SILL ANCHORS 2� THESE DOORS ARE RATED FOR LARGE&SMALL MSSILE IMPACT. - ' - / CQ oEgg TYPICAL ELEVATION $ SHUTTERS ARE NOT REQUIRED. l 2 TRACK FRAMES SILL ANCHORS —4 X'2 SERIES-380 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 wu AT STILE ENDS ,a DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3'O.C. SHOWN ON SHEET 3 & 3.1. a c m- oogg THS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m B c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCffY A-THS PRODUCT EAVAIATRSJ DOCUMENT(P.E.D.)PREPARED NT THIS DIMMEER B GENE=AND DOES NOT PROVIDE INFORMATION FOR A SBE HURRICANE 20NE (H-Z). PROJECT:La WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER B-CONTRACTOR To M RESPONSIBLE FOR THE SELECTION.PURCHASE AND ```111TTT1 INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION LOADS TO THE STRUCTURE PROVIDED HE/SHE DOES NOT DVAQE FROM THE CONDITONS DETAILED ° ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ON THIS DOCUMENT. �:1f ��'•• ! EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. c-THIS PRODUCT EVALUATIOM DOCUMENT wl t BE CONSIDERED n.AWL.B W ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE O_SITE CnC PROJECTS SHALL BE PREPARED BY A FLORIDA REGIS'fEfffL �{T 73 B NOT PART OF THIS APPROVAL EHGIH OR ARCHITECT moat Ont BECOME Off EXCREER OF RECORD(EOJO S a FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D.ENGRIEER of RECORD.ACTING AS A DELEGATED .� drawing no. ENGINEER TO THE P.EO.ENGINEER SHALL SUBMITTO"B4 LATTER THE SITE �,..s MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT SPECIFIC OP NGS FOR REYEW. �j '•.;.......•' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _THIS AND Wi 2-31 REQUIREMENTS OF THE FLORIDA BLDG. CODE E THE PREOFESSIONAL EBNGMM OF REc RD THATPREPAREDff. x+nnmE of ��/®}y�`,`1�� , me . . ••• • . ••• .. .. . ... .. .. . . . . . • • • . . . . . ... . . . . ... U g HEAD ANCHORS • • • • • 000 CLUSTER M SEE CHARATOS HEEND3 • • • • • Y• • • •• g N 24"MAX FOR CAPACITY` • • • • • ry • • • Z HFAQ / • • • • • • • • ri ... ••• ••• ( i ••• � HEAD ANCHORS •• • • • •• ••• •• Q W q 287 3/8" • • • • • • • s •• 195 Q a DOOR WIDTH A 1 • • • • • • • • • °gyp °y •• •�f�.`• • • ••• •• S aQ� V O 4� LL D D C ll U c Jj��. to¢ o B1 11—bjM o Zo .rj1.a 't,i,l n t=cflo a D.L OPO. DJ_OPG. SINGLE ROW DOUBLE ROW O 81 3/8" JAMB ANCHORS JAMB ANCHORS PANEL WIDTHPANEI3WIDTH ^w 3" 24"MAX TYP. SILL SILL ANCHORS o TYPICAL F EVb ATIQN 3 TRACK FRAMES SH SR1 ANCHORS Ti CLUSTER OF 4 m AT STILE ENDS AT 3"C.C. 'g 1 1111 !III � •'•,• 8A'�..IF •.(yam I droving no. ��'��®NA, . . ... . . . ... .. .. . . . .. .. . DESIGN TOAD CAPACITY - PSF LIGHT REINF. 000. • • .• •• •. • N GLASS'G6'&'G6A' • . . • . • . • .. CLUSTER OF 4 ANCHORS • • • . • • • • Z 3/16'HEAT STREN'D GLASS AVERAGE AT SIRE ENDS • • • w • • • • • O H { PANE RMNM (+) INr.(-) • • •.• ••• ••• . @ g a Safi"IClearyer And Color Glees 36 70.0 70.0 E R'Eastman Chemical Co.' 42 70.0 70.0 090'Interlayer 48 so 70.0 70.0 w• • • • •• ••• •• a i DuPont Maeda,PVH 64 70.0 70.0 •• 111,11410 0 � :• •• O C By'E.I. DuPont De Nemours&Co..Inc.' 80 70.0 70.0 • • • • • :0411 • • • _3/16'HEAT STRFN'0 GLASS 36 70.0 70.0 00 • • •.• . • •.• .•.• Cf w Z 42 70.0 70.0 Q a `h O P 48 70.0 70.0 10 O 0: � M 32 GE C.S 7700 `� 70A 70.0 36 70.0 70.0 u! t42SIO 70.0 70.0 Qu70.0 70.0 70.0 70.070.0 MO 70.0 70.0 " n GLASS TYPE 'GS' � g 7/16.OVERALL LANNATED GLASS Q J<> � Q N N = h =UUa v 1/4'TEMP.GLASS LIGHT REINF. g O N W a 3 8'AIR SPACE DOOR WIDTH �+ Z O / AVERAGE PANEL WfDTH = o� $3 NUMBER OF PANELS m V.3/111'HEAT STREN'D GLASS P g .090' Interlayer H H m a Saflex Clear And Color Gloss ALL DCTERIOR(+)LOADS SHOWN IN CHAAIM ABOVE ARE O By'Eastman Chemical Co.' FOR DOORS WITH 3-1/2'SILL HEIGHTS OR terlayer FOR 2-3/4'SILL HEIGHT LIMIT EXT.(+)LOADS TO 60.0 PSF DDuuPontnButtcete PVB FOR 1-3/4'SILL HEIGHT LIMIT EXT.(+)LOADS TO 34.7 PSF is- By'EI.DuPont De Nemours&Co..Inc.' SEE SHEET 4 FOR DETAILS CD $' 3/16'HEAT STREN'D GLASS o gg SILICONE Ake ' 'o GE RGS 7700 i fz. i a �oil Ad ' 0 9A ♦♦ tall lti t t7t GLASS TYPE 'GBA' n 1-1/16'OVERALL INSUL LAM.GLASS * T0692 NOTE: 6 g o GLASS CAPACITIES ON THIS SHEEP ARE ��®sem': SD•T.rF U` dmvring no. BASED ON ASTM E7300-D9 (3 SEC. GUSTS) �i°��''.FIORRN!'•' W1 3111 AND FLORIDA BUILDING COMMISSION ��'8�� ♦♦ DECLARATORY STATEMENT DCA05-DEC-219 t/t II 1 ♦♦ sheei3. ofT3 . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/16'HEAT SIREN'D GLASS 1/4'HEAT STREWD GLASS D=GN LOAD CAPACITY - PSF 4 U 090'Interlayer 090'Intorloyer • • LTG F. VY RBINF. Saflex Clear And Color goes SaBex Clear And Color Glass • GWv ": 1AS3•GI'.'�'&'611 GLASS'G3' By'Eostmon Chemical CO.' By'Eaatman Chemical CO.' • • • m 3/16'HEAT STREWD GLASS 1/4'HEAT STREN'D GLASS AVEIIAM • • tjOSIERCLUSTER OFC OF a ANCF[ORS CL16AR OF 8 ANCHORSZPANEL Obw ATAT A7 SOLE ERAS #STILE ENDS i m mpRS Do" W.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) -(+) SILICONE SILICONE 36 6D.0 60.0 60.0 60.0 30.0 95.0 BOLO 95.0 g G m S2 GE RGS 7700 m GE RGS 7700 v I 42 60.0 60.0 80.0 60.0 80.0 95.0 80.0 98.0 9 1 m 9 t 48 •r.•�• 0 A 8 0 60.0 95.0 80.0 98.0 p I I 54 i •#800 •0.09 •600• No 00.0 9&0 130.0 95.0 O ,p 3g 60 0 .0 80.0• �.0 90.8 80.0 95.0 () 66 •• • 600 •80.09 •60" iC� 130.0 87.6 80.0 95.0 Q'x>2 8 36 60.0 60.0 60.0 60.0 60.0 95.0 80.0 98.0 C IL a D 42 60.0 60.0 60.0 Sao 80.0 95.0 80.0 95.0 W C 48 84 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 d 3 u GLASS TYPE 'Gl' GLASS TYPE 'G2' 54 60.0 60.0 6D.0 60.0 50.0 88.3 60.0 95.0 IL z 7/16'OVERALL LAMINATED GLASS 9/16'OVERALL LAMINATED GLASS BD.O 60.0 80.0 839 80.0 98.0 Q m ty 38 60.0 60.0 6D.0 80.0 80.0 95.0 80.0 95.0 2 80.0 60.0 so:!-- 60.0 939 80.0 95.0 _ 1/4'HEAT STREN'D GLASS 48 90 60.0 60.0 6D.0 60.0 60.0 89.8 80.0 95.0 2 n *11y er 54 60.0 60.0 60.0 60.0 79.9 79.9 80.0 95.0 yGlos 36 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 nt De Nemours&Co., Inc.' T STREN'D GLASS 42 80.0 60.0 BD.O 80.0 80.0 84.1 80.0 95.0 12 48 9B 60.0 60.0 8D.0 80.0 76.5 76.5 80.0 95.0 to 5 5+ 60.0 60.0 60.0 60.0 70.9 70.9 80.0 95.0 cm,`•SIUGOMEGE RGS 7700 36 - - 6D.0 60.0 60.0 60.0 60.0 50.0 42 102 - - 6D.D 60.0 60.0 60.0 60.0 50.048 - - 60.0 60.0 60.0 60.0 60.0 60.0 W V)36 - - 60.0 60.0 60.0 60.0 60.0 60.042 1OB - - 60A 60.0 80.0 60.0 60.0 600ZO]48 - - 60.0 1 60.0 60.0 80.0 60.0 BOLD O M �2� * 1 Z C CLUSTER OF 6 APPLICABLEi r O CL " CL ONLY , rn F-$4. CLUSTER OF 4 TYPICAL AT SILL GLASS TYPE 'G3' 0 9/16.OVERALL LAMINATED GLASS 1/4'TEMP. GLASS 1/4'TEMP.GLASS TdGR1'RRR4F. HEAVY REOVP. 3/8'AIR SPACE 3/8'AIR SPACE DOOR WIDTH N o AVERAGE PANEL WIDTH ' NUMBER OF PANELS L0 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS ,.y o 090'Interlayer GW Interloyer ALL Q7ERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE SoOex Clear And Color Glass DuPont SentryGIm FOR DOORS WITH 3-1/2"SILL HIDGHTS. By'Eastrrmn Chemieal Co.' By'EI.DuPont De Nemours&Co.,lr:' FOR 2-3/4'S01 HEIGHT LIMIT EXr.(+) LOADS TO 60.0 PSF 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS FOR.1-3/4'SBL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF g m=' i Ems' ttt��a SEE SHEET 4 FOR DETAILS m falR 3 SILICONE SILICONE c`i io GE RGS 7700 ` GE RGS 7700 � I � X111 IN Irl :- 1 1 �.%�.eeCY.e�•. � 6 351do.70522 u fi g.• 9A u NOTE: GLASS CAPACMES ON THIS SHEET ARE •.. •T�F eye ;droving no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) GLASS TYPE 'G4' GLASS TYPE 'G5' AND FLORIDA BUILDING COMMISSION �'� W12-3t 1-1/19.OVERALL INSUL LAM. GLASS- 1-1/16'OVERALL INSUL. LAM.GLASS DECLARATORY STATEMENT DCA05-DEC-219 �77iIr®��%I, sheet 3 of 13 . . ..• • . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Ox(SHOWN) Q a XO I XX •• • • • •• ••• •• IL • i•• i• •• f�J� ::Ica Oxo (SHOWN) ------ -----_ Q W OXX 0 J m XXO XXo g O Oxxo(SHOWN) M OXXX OXXXXO(sHOWN) --- --- --- XXXX XXXXXX z APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS �U NON-POCKETED DOORS TWO (2) TRACK FRAMES NON-POCKETED DOo>_xs THREE (3) TRACK FRAMES Z ,O n Ima b b b P XXXX O OXXX(5 ) qt:: xxxo .a w % title o- �: �0£NSF••`69 N m y n $ ,•' IJO.70882 � bS' OXXXXXXO (SHOWN) �z �� ('�] - -�--alis-+�_—�--JJ�-�`-___-__-s-+0•--r-______.�--Ni+/-___-'�--�.b-�'-_____ XXXXXXXX _--_ SIi rP �� drawing no. APPROVED CONFIGURATIONj W12-311 S ' �� NON-POCKETED DOORS FOUR (4) TRACK FRAMES nIIII��1 aneet 4 Oft3 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... Y P • • • • • • • • Z r ` ,� • • • • • • • • • O ie J PX (SHOWN) XP PXXX(SHOWN) 2 o o U XXXP •• • • • •• ••• •• 0,� Si SUV • • • �� d I� • • • • C pl PXX(SHOWN) `�y XXP �p�y U Z�{rymJ y Lii � O PXXP(SHOWN) --- PXXXXXXP (SHOWN) _-- i U PXXXXP(SHOWN) 3 FI al m APPROVED QONFICURATIONS APPROVED CONFIGURATIONS �3 O a POCKETED DooRs TWO (2) TRACK FRAMES POCKETED 000as THREE (3) TRACK FRAMES , z oo Nlca 1 � a PXXXX(SHOWN) � XXXXP 30 �c� --- --- 11111 �� r� � q'�. _'♦♦ � _moi I QQ VO �� ♦ i l a LL I ••v^-� � n --- PXXXXXXXXP (SHOWN) -- v ' sD•r�P ��` drawing 9 no. APPROVED CONFIGURATIONS ♦♦i4�� 1 W12-31 POCKETED DOORS FOUR (4) TRACK FRAMES "I Milt tt street $ of 7 . . ... .• . . ••• .. .. . . .. .. . . . . . . . . . . . TYPICAL ANCHORS IN PRS SEE aELEV. FOR SPACING • • TYPICAL 04CHORS • ••• TYPICAL ANCHORS �� TYPICAL ANCHORS • • • PAIM4 •• • M PAIRS I 19Y 1111 EE ELEV.FOR SPACING • ••• •EE ELEV FOR 46PACI. ••� SEE ELEv. FOR SPACINGZWOOD BUCKMOE DISE2 1/2 • • a �• •• ••• •4n ( O O •4 I •• • 39 to •• • •• 33 � � • • • • ® ANCHOR ACCESS HOLES °3 r p TO BE COVERED WITH d''�•o $ PLASTIC CAP zI'p4p-m F.B.C.APPWD MULLION 0 tp SEE SEPARATE APPROVAL 4 g I WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I 0 I AND,TRANSFER THEM TO THE BUILDING STRUCTURE. ILI j o 'm I 1 l i I 4 1 g 0).^. TYPICAL ANCHORS: SEE ELEV.FOR SPACING M i I I I �4" DIA. ULTRACON �,'ELCO' (Fu-177 KSI.Fym155 KSI) o U INTO 2BY WOOD BUCKS OR WOOD STRUCTURES II ' 1-1/2" MIN. PENETRATION INTO WOOD _ I � _ c H1114ripall THRU 18Y BUCKS INTO CONC. OR MASONRY oo N m rc j 1-3/8' MIN. EMBED INTO CONC. OR MASONRY o Z o ra �+Z O a p 1 y r. DIRECTLY INTO CONC. OR MASONRY 2i 1-3/8" MIN. EMBED INTO CONC. OR MASONRY g o o IA. 1/4' DSELF DRILLING SCREWS (GRADE 5 CRS) Tkr7 I INTO METAL STRUCTURES -� j II STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 #14 SMS OR SELF DRILL6J0 SCREWS (GRADE 2 CRS) c I INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8') p l (NO SHIM SPACE) m I TYPICAL EDGE DISTANCE ►a INTO CONCRETE AND MASONRY = 2-1/2" MIN. H STANDARD INTO WOOD STRUCTURE = 1' MIN. coo I INTO METAL STRUCTURE 3/4' MIN. 01 W000 AT HEAD,SILL OR JAM SG=0.58 MIN. `t tttl tT Y� CONCRETE AT HEAD,Sill OR JAMBS f'o= 3000 PSI MN. `�� i�� v i C-90 HOLLOW/FU.ED BLOCK AT JAMBS f'm =2000 PSI MIN. .� �� .• �: �, u ...a' HIG STRENGTH GROUT ••J _• ,b lk + f1c=5000 PSI MM. NO 4 DOGE 06T. ••, , ; Ido.70632 e+MUST F WEEPHOLES: _*: _ a �' S HEAR LOADS TO STRUCTURE W1 = (6) 1'WEEP NOTCH AT EACH END OF SILL — SHIMS OPTIONAL .; o W2 = (6) 1"WEEP NOTCH AT EACH END OF SILL � '•, .*.�P /`` drawing no. TYPICAL ANCHORS �[O�pP.•'.0.� SEE ELEV. FOR SPACING ii�y§+�'•••••- -�� W12-31 TWO (2) TRACK DOOR DETAILS //T ai`` sheet 6 of 13 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• N • • • • • • • • • p J cc o o LJ DD c aW�€ m s ,o m 0 o � I y = i I rod O CN 1.7 1 rn 3�•• 1 n moo 14 r5z14 I SEAL WITH I w F=10 a w a = SlUCONE -� 1 1 W I 4A /4 iy 1 ^ N ko �Z I q HI-PROMLE 36 �T• m w 75 c 33 a ^ ?A \ • � N a• :HIGH STRENGTH GROUT L WIT MAX. Luer MAX. OMIT MAX • Vc-5000 PSI MIN. EXT.(+)LOADS OCT.(+)LOADS OCL((+)LOADS n • EDGE tw.-i'• NOT BY T.Y.WOW. TO 34.7 PSF TO 80.0 P3F TO BO.O PSF �•70M u }` b, MUST TRANSFER SHEAR LOADS TO STRUCTURE �• SHIPS OPTIONAL �Ic :.• H'^ Browing no. TYPICAL ANCHORS •,�°''• Oi"4T' ' W12-31 SEE ELEV. FOR SPACING TWO U TRACK DOOR DETAILS n TIT L�` 9n«t 7 ofi3 . • . • . • . • • • s • ••• • • • • ••• TYPICAL ANCHORS • • • • • ••• '^U `-INSEE ELEV.SINGLE ORFOR DOUBLE ROWS • • • • •• •• •• • SPACING • • • • • • • • 900• N ' SHIMS O D.LO. !c\•• ••• ••• ••• ••• • F� H � C 8 LIG REINF. 9 ,� 3s 5 g a. C-1). HEAVY REINF. a m.C O m cJ •• 10 • a• ••• •• d�y �n ---- _ is?s• •• - • 3a 0 a m - - O'ams ---- j Em B aW � 3A D.LO. EXTERIOR $ - PANEL WIDTH �p n a) a� pp � DOOR WIDTH _ M WOOD BUCKS Dj N¢= n TYPICAL 5FRUCN—RE ANCHORS IN SINGLE OR UBLOWS SEEVFOSPACING 1/4-WX '/ SHI inWv G3Ilim. zQMSHIMS R m g oo METAL l to cli s w " MAX �m DOOR WIDTH a��, TYPICAL ANCHORS TYPICAI.ANCHORS C g< IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING •``AAAI I III �' N -�;• .�T� �J � B aft ��•'.-• 8TH•T�P - U drawing no. ,;�•• ' •.:• ®�;.� wit-3� TWO (2) TRACK DOOR DETAILS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS IN PAIRS • • • • • ••• 4" SEE ELEV. FOR SPACING • • • • •• •• •• • 'e 'I WO • • • • • • • • Z EDGE GIST. 2 1/2' WOOD BUCK • • • • • • • • • Q . SI.ACGFJtED • • ••• ••• ••• • ' la IL U ❑ +21 18 • ••• • • • • •• • ®mw_w IL coy 0 a � I LL ZV(— I o 11 111 I I II I j �� x 1 I III � I�4J li LL y� II I I II a a Z o Od `� i � 'p•-m m �- � 1 1 i O 1 II 11 I II I I I I II � 111 I 11 I I II I I+ + P I C7 C j I I I Lit a 17 � 30 � L $ STANDARD � 11 1 Is �.�� ....... o HA POURED& NG HIGH srl&GIH GEEN , m zz 1'c m 5000 PSI NUl. z-/2'.` No 702 k EDGE DST. NOT BY T.N.WOW. u AGGERED MUST TRANSFER SHEAR LOADS TO STRUCTURE /TYPICAL SD.T JP •.aV` 1;12 rowing no. T' CHO aTsnLCAL""E �s ANCHORS THREE (3) TRACK DOOR DETAILS '•,`°�V+' �OD.... W12-31 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING FOUR (4) TRACK DOOR SIMILAR '�i®® , '1��`'� sneet g of13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . . ... .. . . . ... TYPICAL ANCHORS V, IN SINGLE OR DOUBLE ROWS ••• • • •• •• •• • SEE ELEV. FOR SPACING i n • • • • • • • • 1/4"MAX. m N • • • • • • • • Z ti ; • • • • • • • 10 SHIMS 0 • • ••• ••• S L. q Q a a •• • • • •• • G.i • • • • • e I, • • • • • • • • • iv�yy m Q d{{ JZm^� ... TYPICAL ANCHORS Q W�44z AT 14'O.C. LIMIT MAX.LOADS TO*60 PSF w ME 10 I 36 n 1*MIN. f p » EDGE DIST. t� M © Ocj 8 y y4S iii 24 mi Q N 3z� s a y HWa T C=am 38 44 8 EXTERIOR --------- -----S----- --- ------ c m 18 � 18 19 2 g a I Il III q�''' ............. ' FL #15726 � •'•. 9TJ• tt/� droei 9 no. THREE U TRACK DOOR DETAILS ',��''`7p9P''Sa®�` W12-31 FOUR (4) TRACK DOOR SIMILAR �Irlt 11111 sheet t0 of� .. .. . . . .. .. . • ITEM PAST 1f QDANTffY DESCRIPTION MANF✓SUPPI'[ER/=0M • • • • • ••• �q � IA TM-347 1 2 TRACK FRAME HEAD 6083-T6 0 • • • •• •• •• • `� '� 18 TM-333 1 3 TRACK FRAME WAD 6083-T6 • • • • • • • •• N IC TM-336 1 4 TRACK FRAME HEAD 6083-T6 -- • • • • • • • Z M1 ; 2A TM-331 1 2 TRACK FRAME SILL 8063-75 - • • .•• ••• ••• • N 28 TM-334 1 3 TRACK FRAME SILL 6063-TB - p. 2C I TM-337 1 14 TRACK FRAME SILL 6063-T6 - 4�G 3A TM-332 2 2 TRACK FRAME JAMB 6083-T6 - •• • • • •• 000 Y• p, 39 TM-335 2 3 TRACK FRAME JAMB 6483-TB - • • • • • • • • • �• u�. • ••• • • • • •• • o 3C TM-338 2 4 TRACK FRAME JAMB 8063'76 - • • • • • •• • • O� 1" 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6083-T8 - • • • • • • • • • o O � 4A TM-330 I/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T8 •• • • • • • ••• •• cy 0.0 0. 5 TM-322 1 PANEL JAMB STILE 6063-T6 - ()'a n• 6 TM-323 AS READ. STD.INNER INTERLOCK 6063-T6 - Q 7 TM-324 AS READ. STD.OUTER tNTERLOCK 6083-T6 - 1d 8 TM-325 AS REOD. ASTRAGAL STILE 6063-T6 - • " 9 TM-327 4/PANEL GLAZING BEAD(IAM.GLASS) 6083-TB 4 uRi e g 9A TM-326 4/PANEL GLAZING BEAD(LAM.NSUL GLASS) 8083-T6 - 10 TM-348 1/FDL PANEL FIX PANEL CLIP 8063-T6 - ^ 11 TM-349 AS READ. FIX.PANEL CLIP COYER 6063-TS - 12 TM-339 2 JAMB COYER 6083-TB 13 TW-347 AS REOD. POCKET DOOR HOOK 6063-T6 14 TM-341 AS REOD. 2'SILL RISER 6063-T6 14A TM-342 AS REOD. 2-3/4"SILL RISER 6083-T6 148 TM-343 AS REGO. 3-1/2'SILL REM 6083-T6 15A TM-350 AS READ. 2-3/4'SILL RISER 6083-TS - o J w ii 158 TM-351 AS READ. 3-1/2'SILL RISER 6063-T6 - 18 TM-340 AS REOD. SRL ANCHOR COVER 6063-T6 17 TM-354 AS READ. SCREEN TOP&BOTTOM RAL B063-78 - oC m 18 TM-355 AS REOD. SCREEN STILE 8063-T8 - o Z_ p 19 TM-357 AS REOD. OXXO SCREEN STILE 6053-76 - 20 TM-356 AS REOD. OXO SCREEN ADAPTER 6083-Ts - O O v 21 TM-344 AS REOD. FRAME HEAD SCREEN ADAPTER(3&4 TRICKS) 6063-T6 - F a 22 TM-345 AS REOD. FRAME SIJ.SCREEN ADAPTER(3&4 TRACKS) 6063-TB - 23 TM-346 AS REOD. FRAME JAMB SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - 24 TM-326 AS REOD. FOLLOW STIFFENER 6063-T6 25 TM-329 AS REOD. SOLID STIFFENER 5053-76 - 28 - - - 27 $10 X 3/4' AS REGO. FRAME ASSEMBLY SCREWS Sr.STEEL PH P SMS CQ co 28 (112 X t' 2/CORNER PANEL ASSEMBLY SCREWS Sf.STEEL FH SMS r- 29 (110 X I" AS REOD. FIX. PANEL SCREWS.AT 6"FROM ENDS&24'O.C. MAX. ST.STEEL FPF SM.S/TEKS .to., o 30 - 2/PANEL. ROLLER ASSEMBLY - HSTD 31 - - MORTISE HOOK LOCK FASCO a 32 E70818KNIO20 4/LITE GLAZING GASKET(7/16'LAM.CLASS) VINYL ULAWAS w 32A W32OD1 4/LITE GLAZING GASKET(8/16"LAM.GLASS) VINYL AMESBURY SFAL,ANTS: o m- 32B W32011 4/LITE GLAZING GASKET(INSUL IAM.GLASS) VINYL AMESBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS 33 21315 AS READ. FIN SEAL PILE W'SIRIPPING ULMWA9 AT SILL AND JAMBS SEALED WITH JOINT SEALANT. < 33A 33371 AS REOD. FN SEAL PILE W'SIRIPPING - ULTRAFAB '``17/11111 M7' 34 - AS REOD. BULB W'STRIPPING VINYL - ,{ -..., /A�' "' -• 35 - 2/LITE SErrWG BLOCK,5/16•X 1/2'X 2"LONG EPOM LAMATEK `� ��`.•� •.• . d p 35A - 2/LITE SETTING BLOCK. 1/8"X 1/2"X 2"LONG EPDM LAMATEK $ 36 - AS REOD. SELF ADHMVE PILE PAD(1-3/4'X 3'X 3/4) WOOL ULTRAFAB •'• Mo.70592 6 37 - AS REOD. SELF ADHESIVE PILE PAD(I-X 2-7/16"X 1/27 WOOL ULTRAFAB 38 - AS REQO. SELF ADHESIVE PILE PAD(1-5/8'X 2-7/16'X 1/2") WOOL ULTPAFAB___...__ ', g0 _ dmwing no. 39 - AS REOD. SELF ADHESIVE PILE PAD(1/8'X 2-7/16'X 3/47 WOOL ULIRAFAB sQ1•.• ��p.•; ® `� __.-. I W12-31 AMF llIIR I1 sheet of I3 . . ... . . . ••. .. .. . • . .• .. • • • ••• • • • • ••• 5.152 6.500 8.598 -•y 1.289 ,-.o7e •078 .078 • • • • ••• I 1!i M d n rJ • • f f• •• • • �Y 0 p" • • • •YI 1.289 N f 26� ❑ 1.269 1.269 f • • • 7.,36 9,{97 9A97 • • • 987 • • • .124 1.823 Q m �1. • • • ry .831 .83} .831 .124 1.823a G 1.267 1.267 1.267 F12.4' 7.823 to 2 TRACK FRAME HEAD t9 3 TRACK FRAME HEAD tc •• •4 TRACK FRAME HEAD5.388- 6.693 8.791 5• •• 6.419: 1.823 8517 •• • • t•8ZT• • .078 a .080 111 -- F 942 qp .768 .382 .942 7 •T--�^-,.,�T �(�b .-2 A78 �1 "0 p I �•Z y- [R� 5.142 a � ® 2 TRACK FRAME SILL Q 3 TRACK FRAME SILL © 4 TRACK FRAME SILL �{ 1.407 �^--2.00D 1 d'- 7284 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB Z 1.5173 1.490 248 ^ 2.004 .078 1 .Q76 .1001050 .887 .897 zz J 3.062 L:t � 4.000 3.895 4.0� .125 � 2F .397 s N< &Aj 1.761 .078 ® PANEL JAMB STILE t6 SILL ANCHOR COVER 1.677 1.327 1.687 •125 �_ ai N j5 .575-1310 �1 Z85-�•� 882 �o �^0 �' I _ w $Z �- 2441 rte--1.900-�I -372 a. 1.291 8 .062 .SS2 .050 .078J E o mv L .726O PANEL TOP & BOTTOM RAIL ® ASTRAGAL ADAPTER �1 N FRO Q. F 4000 O G SING BEAD GLASS t2 JAMB COVER 24 HOLLOW STIFFENER ® SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) O .078 .750 .75Qt .130-�{ r.310 .750 4.812 1,49 1-9 23 [ A78rF I 1.29851 .062 .078 2.752 p-1 .078- .078- I 5 1.752 3•�2 1 094 2.428 .893 .893 y_ .078 Irv- 3.062 GLAZING BEAD .662 ® LGL ZING GLASS .893 7.082 8.000 © SM. INNER INTERLOCK 7}4 t6 I 3.140 a d T 15- 1-3/4' SILL RISER Q 2-3/4"SILL RISER 3-1/2" SILL RISER t3 POCKET DOOR HOOKJ2 R .982 1.071 < 4.000� }_ I .374 1 1 fit t .. �.711F�- \� � t�I� � • 2.048 ''[' .094 .094 Y.•'�? •••- 1.923 10 FIX. PANEL CLIP 1.490 .094 E2..12 3.422 :• Mo.7Q692 .@$ y yc 1.407 --- -T.693 1.825 .893 I -*1• *= Y J 6 .078 3.062 .050 ¢ .893 � •• 8A•r •� Browing no. BOTTOM RAIL (HIGH PROFILE) Q STD. OUTER INTERLOCK FIX. PANEL CUP COVER t44A 1-3/4"SILL RISER 2-3/4"SILL RISER t 3-1/2- SILL RISER FL #15726 ....� `fulll it t \\\\\ isneetl2of�3J o • • •ee . • • ... . • ••. • e . • ..• • • • • • •• •• •• • N z� • • • • • • • •• • • • • • • • • • Q J Q ri. •• i i i i • i•i • py n V aao � 4r M t � �W�g to FRAME TOP CORNER Jj icA V a PANEL TOP/ROTrOM CORNER = 0 " O^m 2 m 321 W o: :w Fina n O `Q r to j ful w 9 0 O C �70MLj FRAME ROTTOM CORNER z droving no. W12-31