The URL can be used to link to this page

WS-16-1726 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2244 Fax: (305)756-8972 Inspection Number: INSP-264295 Permit Number. WS-6-16-1726 Scheduled Inspection Date. October 27,2016 Permit Type: Wlndows(Shutters Inspector: Mesa,Michel Inspection Type, _ Owner: CARLISLE,MORRIS EUGENE Work Classification: Window/Door Replacement Job Address:1069 NE 104 Street w'1 L Miami Shores,FL Phone Number Parcel Number 1122320290090 Project: <NONE> Contractor: FLORIDA WINDOW S DOOR Phone: (561)340-4300 Building Department Comments n rac o KiM comments INSTALL12 IMPACT WINDOWS AND 1 IMPACT DOOR. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 264157. CREATED AS REINSPECTION FOR INSP-261453. Wood bucks for opening on the east wall of the family room were replace. Failed The concrete precast on the side of the openings of the existing house provide the width required to support the windows however the bottom portion will required modifications.You may use either a wood buck or a higr strength grout with a minimum compressive strength of 8000 PSI. PLease Correction call for the required framing inspectio a ou have exposed the boundary Needed ' of the precasts on all Re-Inspection Fee No Additional Inspections can be scheduled unfit— re-inspection ntil re-inspection fee is paid October 26,2016 For Inspections please calk (305)762-4949 Page 4 of 29 26 Miami Shores Village1f3 � Sh> tte> 10050 N.E.2nd Avenue NE ��/astic�.'1 ��!F�gWitClAfJr R@Plac6nl :. Miami Shores,FL 33138-0000 .hey Fer n St a€fS:APP!iOVED . F o ioA Phone: (305)79x2204F; Ya. , a�,612912116 Expiration: 12126/2016 Project Address Parcel Number Applicant 1069 NE 104 Street 1122320290090 Miami Shores, FL Block: Lot: MORRIS EUGENE CARLISLE Owner Information Address Phone Cell MORRIS EUGENE CARLISLE 1069 NE 104 ST MIAMI SHORES FL 33138-2655 Contractor(s) Phone Cell Phone Valuation: $ 21,218.00 FLORIDA WINDOW&DOOR (561)340-4300 ' Total Sq Feet: 3002 Type of Work:INSTALL12 IMPACT WINDOWS AND 1 IMPA Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.20 Invoice# WS-6-16-60283 DBPR Fee $3.45 06/21/2016 Check#:5954 $50.00 $234.10 DCA Fee $3.45 Education Surcharge $4.40 06129/2016 Check#:5974 $234.10 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $17.60 Total: $284.10 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 that all the foregoing information is accurate and that ll'w ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to t to ..� June 29, 2016 Authorized Signature:Owner / Applicant / Contractor / g t Date Building Department Copy June 29,2016 1 Miami Shores Village Building Department7BY' 1 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC//201� BUILDING Master Permit No �(d0— I / 2G PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1069 NE 104 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-029-0090 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):MORRIS EUGENE CARLISLE _Phone#:305-756-5668 Address:1069 NW 104 STREET 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#120 City: PALM BEACH COUNTY State: FL Zip: 33418 Qualifier Name: SCOTT BERMAN Phone#: 561-340-4300 State Certification or Registration#: CGC1509450 Certificate of Competency#: 01 DESIGNER:Arch itect/Engineer:C�' r ��` � F ._ 4�c eA � __� In �°1' Address: 'r '5 )�9 � Cityk'"Q'&'"Jj L edMk State: Zip: Value of Work for this Permit:$21248.00 Square/Linear Footage of Work: 3002 Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Works .Specify color of color thru tile: Submittal Fee$ ,rye Permit Fee$ 23o CCF$ �4 _ CO/CC$ Scanning Fee$ l Radon Fee$ J A � DBPR$_ __ 15 Notary$ Technology Fee$ 1_7* �Q 0 Training/Education Fee$ 1 .40 Double Fee$ 30 Structural Reviews$ 2 Bond$ TOTAL FEE NOW DUE (d (Revlsed02/24/2014) I I Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address _ City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that sli work will be done in compliance with ali 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 ww 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. t Signat Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this cy"r da ,of I 20 RQ by day 20 by ma r r �e e who is personally known to " Owl__,who is personally known_to me or who has produced ��Gl l as me or who has produced _as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r: 5n: _ Sign: Print: G!0/G G/0rY7 ny Print:, Seal: ( tiA� Seal: HOWA�OS1liiiJt MY COMMISSION#EE 830795 rJ EXPIRES:August 27,2016 Bonded Thru Budget Notary Services APPROVED BY Plans Examiner Zoning V1 V -- - --- Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/index.html#/report/summal .,'��•�, OFFICE OF THE'• Summary Report Generated On:4/14/2016 Property Information Folio: 11-2232-0290090 `' Property Address: 1069 NE 104 S Miami Sho ,FL 33138-2655 Owner MORRIS EUGENE CARLISLE Mailing Address 1069 NE 104 ST MIAMI SHORES,FL 33138-2655 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 312/0 Floors 1 Living Units 1 r Actual Area 3,002 Sq.Ft Living Area 2,414 Sq.Ft Adjusted Area 12,700 Sq.Ft Taxable Value Information Lot Size 11,700 Sq.Ft 2015 2014 2013 Year Built 1951 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $152 235 $150,630 $147,666 Land Value $321,512 $321,512 $292,367 School Board Building Value $207,765 $203,148 $203,148 Exemption Value $25,000 $25,000 $25,000 XF Value $296 $299 $302 Taxable Value 1 $177,2351 $175,6301 $172,666 Market Value $529,573 $524,959 $495,817 City i Assessed Value $202,2351 $200,630 $197,666 Exemption Value $50,000 $50,Q00 $50,000 Taxable Value $152 235 $150,630 $147,666 Benefits Information Regional Benefit Type 2015 2014 2013 1 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $327,338, $324,329 $298,151 1 Taxable Value 1 $152,2351 $150,630 $147,666 Cap Reduction Homestead Exemption $25,000, $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Sale ''rice OR Book-Page Qualification Description Homestead 0 4101/1 9 92 $15:,600 15456 4148 Sales which are qualified Note:Not all benefits are applicable to an Taxable Values O.e.County,School Board,City,Regional). Short Legal Description 32 52 42 , EVENINGSIDE PB 4453 LOT 9&E15FT LOT 10 BLK 1 LOT SIZE 90.000 X 130 OR 15456-4148 0492 1 The Ofrx a of the Properly Appraiser is continually editing and ulKk&Q the tax roD.This website may not reflect the most current inibrrnation on record.The Property Appraiser and Miami-Dade County assumes no liability,see U disclaimer and User Agreement at WJAvww.miamidade.govAnfb/disclaimer.asp Version: of 1 ntinMnu n.An nA.9 � � Corporate Office: 7108 Fairway Drive Suite 120 INSTALLATION L' r �J �(} Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 Window &�P_ioor O(561)848-7011 Corporate 0(561)340-4300 Palm Beach i ,' o'd agreements are recognized.All terms must be in writing on the contract ❑(954)990-1800 Ft. Lauderdale 0(772)621-5905 Port.Saint Lucie sp ification sheet. OF } al 0(305)370-3770 Miami 0(941)225-7555 Sarasota 2 Contact Info....We require at least 2 telephone numbers and an email address from every 0(239)687-7555 Naples ❑(813)475-7555 Tampa customerPlease agree t6 provide this information and the best phone numbers to contact 0(321)332-1237 Orlando you.during working hours(9-5). 4 3 Project Coordinators....You will be assigned your own Project Coordinator who will be 1 www.floridawindowanddoor.com • CGC 1509450 responsible to schedule the dates of your measure,installation and municipal inspections. Florida Window&Door(°Seller")agrees to sell and supply customer and customer agrees to purchase from Your Project Coordinator will contact you prior to your installation and let you know the time Florida Window&Doorthe following windows and other materials and services on the terms and conditions your Crew is expected to arrive within a four hour,timeframe;for example 8.1 2,but it does set forth below.All items purchased hereunder are covered to the extent applicable by the Umited Warranty. vary 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 the event in which a Home Owners Association(HOA)approval is required the installation will approximately occur contract includA special order items,patio enclose es,const uctlnn,Hi'In writing.Should within 6-11 weeks of"Seller"being,notified of thea roval b ,the HOA _ storical Board Approval, architectural,render-ings or site specific engineering the approximate Installation date will be Customer Name o within 6-11 weeks of approval by the municipality, Lac / 5 Installation dates are weather permitting,we use local weather reports as our guide due to Installation teams using power tools.we use are best judgement to ensure the safety of our Home Phone Number 3B� Crews and Staff.If.your installation,is cancelled for any reason otherthan weather we will 7SZ 60 gladly issue you a credit of$100.00 for your inconvenience. 6 A responsible adult 18 years or older must be at the installation site at the beginning and Street:/90 14 a `0iiiS f� J-� the end of the job.The head installer will do a walk around with you'priorto starling work Job Address to assess any existing damage,landscaping,or any property that could be affected by the City, 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 State, (., �iP; 1 make sure that we exceeded your expectations,so go over the job very carefully.If there is 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, Street: money order or credit card.If you are using our financing program a completion slip may need to be sighed:Your installer will need to collect at the end of the job based on payment Billing Address City: schedule of the join.. 7 Installation Team....We only use authorized Florida Window&Door installers.All work is State: ZIP: 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 Mr. Cell supply access to my power. 9 Children and pets....Please provide a safe location away from the area during the installation Mr. Work r ) process.Installers use power tools and we don't want anyone hurt. 10 Rotted wood is beyond our control.If we do find rotted wood,there will be additional charges for replacing it.If it's small don't wont',we got itl Your project coordinator will notify you if this Mr. Email happens at the start of the job. 11 We will obtain all necessary building permits,site specific engineering and information as MrsJMS. Cell required by the municipality.The Owner will be responsible to sign,notarize and return all permit documents and to provide the Home Owners Association contact information and when applicable assist us is the submission of the application to the Association.Homeowner Mes✓Ms. Work ) acknowledges that the length of time to manufacture the product will be dependent on the $_ timely return of the documents,the Association approval and the permit application being approved by the municipality.Any delay associated with the owner failing to return or provide MrsJMs. Email �y3�,�°��'$!�� il�� a "a;(- signatures or other necessary information shall not be the responsibility of the"Seller." t r' � 12 Finarcing. lf yuu are financing your balance,Florida Window&Door's finance department ----------- 777717, s ` ^ t riul iirduwllef b FR55UGIatilut . u T US 'ptimo f:i When your installation is in procoss,there is debris.Some debris may tall in your lanaacaping. Commuflity Name: Our Installation Teams do their best to avoid damaging your flowers,trees and bushes out occasionally it does happen as a result"Seller"will not be responsible for any damage to any Management Company: landscaping. Name: Company Phone' 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 ' CUSTOMER AGREES TO TER MS OF PAYMENT-AS FOLL-0 1 WS: scrap.Dumpsters are not for customer use.We must be given a suitable place to work and store material.In the rare occasion,that there is not storage or work area available we will Job Totale� utilize storage containers but that will be done at additional expense to you. $ '�` b • 00 15 Wood....We do not replace the wood framing or stops around your windows.We reuse your existing ones.It's better for the environment.These items are available for purchase if you 50% Down Payment $ 421, 012 would like to add them to your work order. 16 Construction Concems...We do NOT do any painting or wood staining.Sometimes plaster 40% Payable on Product Delivery $ may crack during installation.We will repair with first coat of mud and sand smooth.You may O have to do touch up painting and light sanding after we have finished.During the installation some minor stucco damage may occur.We will repair the stucco and prepare for paint,but will Balance Due Upon Percentage of Completion $ ori not paint the stucco. 17 Grids....If you ordered grids on your windows,the patterns will be the same as what you have Permitted Hold Back Pending Final City Inspection ($200.00) existing unless otherwise specified on your work order.Please make sure this is the pattern you want. In the event of a mathematical error,the prices printed on the contract are the actual prices to be charged. 181 1 Screens....Half screens are standard on our windows. 19 Window Treatments...We ask that you remove all window treatments prior to your installation. DEPOSIT/FINALPAYMENT • OF: All windows/doors being replaced will need at least 3 feet of clearance in order for our Crews to work.We DO NOT take down or reinstall any window treatments.In the event window treat- LI Cash 'Check# ❑Visa ❑Master Card ments are not removed we take no responsibility for their condition after installation.Most win- dow treatments will fit after installation of new windows and doors but this is not guaranteed. Name on Credit Card' 2 Hurricane Shutters...In circumstances in which we remove and reinstall existing hurricane shutters we do not guarantee that the shutters will open and close without additional service Credit Card#' 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 that shutters are not reinstalled it is the responsibility of the Homeowner to replace all flooring Exp. Date: CPU Code: and fill any applicable installation holes. 21 Alarm contacts....will not be reconnected.We will leave the wires exposed and your alarm Your final check is your receipt company will need to come out and reconnect them.As you must be a licensed alarm company to work on alarms. RIGHT • • • • • • • • •• • u Bars and-t6ie-ietaills-arid timeframes as outiined-ntny Ire allafion Checklist and services,you niay cancel this agreement by providing wiiiien notice to the seller in person,by telegrani,or by received a copy.Please start my order In accordance with the timeframe provided. rnail. This notice Must indicate iha[you do not want the goods or services and must be delivered or poSilfflarkei r belore • • • rnay • • • • •NTRALT CONSISTS OF • It BACKSIDE OF IN WITNESS WHEREOF the parties have hereunto signed their name(s)this s day of Y 201 Owner(s)agrees that this Agreement,front and reverse,constitutes the enbre understanding between parties,and there are no verbal understandings LEAD SAFE PAINT PRACTICES changing or modifying any of the terms of this Agreement This Agreement may not be changed or its terms modified or varied in any way unless such changes are inwritirrgand signed byboU�Owner(s)and the Contractor.Owner(s)hereby acivwwledgethat Owner(s)has read thefmntand verseotmts LEAD SAFE PAINT PRACTICES I/we hereby acknowledge receipt of a copy of Agreement and has recelvad a comp) signed y of rthri6ernen!t�jncludin a two accompanying Notice of Cenral tion forms,onthe am hlet,"Renovate Ri ht:Im rtant Lead Hazard Information for families,child care the date first wdtte .Owne a a edge that he or tty tnfoim�d orherdght to cancel this pamphlet, 9 Important providers and schools", informing me/us of the potential risk of lead hazard exposure from OWner renovation activity to be performed in my/our h e. I/we received this pamphlet before the work began. t N5 fir; Owner Ing Init. Salesperson (Please Print Name; Location EXT. 0 Customer elects reduced warranty option for a term of __ yaears. Opening .. .. .. .. :_;' -- - • • • ••• • • • - — O 0. Omit • • • • • • • • (Not Replaang) O 1. OX Horizontal Rolling Window --- °a NSeries 805 OA 155.29 • •• • • • •• f c . . . . . .. .. MRH 2. OX Horizontal Rolling Window • • :0.eries •• . • • • •• • •• ••• • zO • • • • •SOA 1675)05.29 3 •.• •.• ••• • ------- 3. OX Horizontal Rolling Window O NSeries 805) V OA 15-0505.29 •• • • • •• •.• •• L 4. OX Horizontal Rollin Window Mulled O 9 . ... • . . . .. . - -- — NSeries 805) i i • i —-- - 0 OA 15.0505.29 0 Goo 00 5. Fixed Window Mulled (Series 300) N � 6. XO Horizontal Rolling Window Mulled C 10 9 8 7 C ones M OA 15-0505.29 (74 x 38) (192 x 80) (74 x 50174 x 50) �_ J 3 LL 7. OX Horizontal Rolling Window Mulled O �^ Series 805) F(53�x5O) *32" � > aci NOA 15-0505.29 8 C -2 S. XO Horizontal Rolling Window Mulled (74 x 50) 7(S805)OA 15-0505.29 *32"9. OXXO Sliding Glass Door Living Room 5 ,101 ((Series 390) Bedroom (59 x50) r LL °ori P_157261 *32 4 *O C E 10. OX Horizontal Rolling Window ^ a (Series 805) Bath (74 x 50) U. OA 15_ 29 11. OX Horizontal Rolling Window Room *32 (Series 805) NOA 15-050529 12. OX Horizontal Rolling Window Bedroom 00 NOA 15-0505.29 (Series 805) 3 r- 13. OX Horizontal Rolling Window Family Room (53 x 50) H M NOA 15-0505.29(Series 805) *32" J Kitchen Egress U- qT f Garage 12 13 Bath Bedroom L z N (53 x38) (74 x50) 0 Room `o 1-4 �-+ 2 o 6V -44' *32" Main Dow (53 x 50) r r} z Egress * V Egress AM,/ /N-j/" -`�C (`UL-)32 0) NOT TO SCALE DATE: Ju * Si ,^ Jun 14,2016 �O AWSite Plan ENGINEERING 0 : : EXPRESS® Design 'Vih.P;a gsur a(F IAX�i PMAx-) :ASCE 7-10, Ch.30.4.2/-30.6.2 160 SW 12th AVENUE, *106 h<60 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max P"itive liressure(PMAy.+-) .. PMAx+ = gh(Oc GCppos+ GCpj) PMAx+ = gh(6e GCppos+ GCp) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM iMaxNagative0wssure(PM4-) :'. PMAx-= qh(8c GCprm-GCpi) PMAx-= gh(8e GCpneg-GCpi) Wind Load Calculation "' ••• ... • ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding �w Sjze Elevation Area Areal Pmax+ P.- 5th Edition(2014)Florida BuildingCode iF i ;•• i.�n�'f• l�z Qz C7Cipt �7Cip' .(aY�� .. (ft) (ft2) (ft2) (Ib/ft?) (Ib/ft2) Site Information 1 • •3 x•5 • End 7 12.85 5.79 0.85 56.57 1.0 -1.4 39.4 -52.3 2 53 x 50 En 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 owner: Morris Carlisle 3 53 x 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 Wind Speed(V): 175 MPH 4 74 x 50 End 7 25.69 12.68 0.85 56.57 0.9 -1.3 37.6 -48.7 5 59 x 50 End 7 20.49 8.06 0.85 56.57 0.9 -1.3 38.2 -49.9 Exposure Category: C 6 74 x 50 End 7 25.69 12.68 0.85 56.57 0.9 -1.3 37.6 -48.7 Velocity Pressure Coef.(Kh): 0.85 7 74 x 50 End 7 25.69 12.68 0.85 56.57 0.9 -1.3 37.6 -48.7 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 8 74 x 50 End 7 25.69 12.68 0.85 56.57 0.9 -1.3 37.6 -48.7 Topographical Factor(KzT): 1.0 9 192 x 80 End 7 106.67 85.33 0.85 56.57 0.8 -1.0 33.9 -41.3 10 74 x 38 End 7 19.53 12.68 0.85 56.57 0.9 -1.3 38.3 -50.1 Structure Information 11 53 x 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 12 53 x 38 End 7 13.99 6.50 0.85 56.57 1.0 -1.3 39.2 -51.9 13 74 x 50 1 End 7 25.69 12.68 0.85 56.57 1 0:9 -1.3 37.6 -48.7 i` Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 12 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 40 ft. End Zone Distance(a): 4 ft. I.THSNFORMATIONSNTENOMTOMOVIDEDES13NPRESSURESFORTHEPURPOSEOFTHENSTALLATIONOFGLAZEDUNBS&OPENNGPROTECTION ASPROPOSEDAND PROVIDED BYOTHEAS.NOCERTFICATRON.EITHER T'' ,..JEFFRFYFR!PN1,P.E. v.� J EXPRESSEDOR MPLIED.SOFFEREDASTOTHEVALIDRYORAPPLCABLRYOFANYPROPOSEDSYSTBUORCOMPONENTUSEDALONGWTTHTHESEPRESSURES.ALLPRODUCTSSHALLSENSTALLEDNSmCTACCORDANCEWRH Prepared in accordance with: VALID FLORDAPRODUCTAPPROVALSAND WWWEETTHESEPRESWRESFORTHEGNEN�LMITATION& �Fo ASCE 7-10.Section 30. Wind Loads-Com OnentS a/U 2•NOCERTI CATIONORREVEWISOIF REDT,IATTHEPROPOSEDUNRSMF MYEGRESSREOUSMA TSALLEGRrSSE5UESARETOBEADDRESSEDBYTHEPERI GCONMI TORANDTHELOCALBULDNGOFFCW. p 3.THEMMS UCT APISA5 WDTOREADEOUATETOWRH MDTHELOADSh�OSEDBf rDE NASWORKRE ESEXSMGFRA G,OROPENNGSDEMNEDANDCEATFEOBYMENGNEEAOFRECORD(EOR). Claddin THECONTRACTORID LDNO OFFICIAL SHALL VEAIFYTHAT THESUSSTRATE EXPOSED DURNGWORKSSOUND FOR NSTALLATION OF THSSYSFEKF DEFCIENCMAREFOUND N THE �� Cladding OR THEEORSHALLKNOTFEDBFFORECONTNUNOCONSTRUCTCNANDRESEAVESTHERP3HTTORENSPECTANOREEVALUATEDEMN.NOWARRAWFnHFAFJ�RESSEDORNPLED,SCONTANEDHEAEN. J 5th Edition(2014)Florida Building Code 4•DMENSDNSARE5HOWNTOLLUSTRATEDESDNFORCESANDOTHFA 0EMNC13MLk HEYMAYVARYSLnaHTLY.TOTHEE TTHATTHEOPBJNGAREASNOTSNALLERTHM S%OFTHEENONE Mt)EMN. CONTRACTOR STO VERFYALLFELD DIENSIONSPRIOR TO NS&!-ATION. 5.ENGIN SEALAFFOEDHEAETOVALDAIESSTRUCTURALDESVNA WOWNONLY.USEOFTHESPECFCATIONBYCONTR/CTOR.etatNDEMFES&SAVESHARMLESSTHSENGNE FORALLCOST&DAMAGESNCLUONG I ©2016 E-Teinpest.eom LEGAL FEES&APPELLATEFEESRESULTNG FROM MATERIALFABRCATION.SYSTEM ORECTION.&CONSTRUCTION PRALTICESBEYONDTHATWHCH BCALLED FOR BYLOCAL.STATE&FEDERAL CODES&FROM DEMATIONSOF THS PLAN. ID:flwindowdoor-P4009 6.ENGNEERNGFXPRESSHANOTVSOEDTHSJOSSIPENFORMATIDNCONTANEDHERENSBASEDONCONTRACTORWPPL®DATAANDMEAAIREAEMT GNEERNGE%PRESSSHALLNOTBEHaDRESPONSBLEORLMEN CERT OF AUTH#9 i5 ANY WAYFOR ERRONEOUSOR NACCURATE DATAOR MFASUREAEJTS WORKSHALL REFELD VERFED MDR TO CONSTRUCTION.ENGNEEANG EXPRESSSHALL BENOTFED AND GNEN AN OPPORTIINn-O REEVALUATFOUR WORKUPON DSCOVERYOFANYNACCURATENFORMATION MDR TO MODFCATIONOFEWINGFELDCONORIONSANOFMIDATIONANDNSTALLATIONOFMAT LALS. wrrH RAISED ENGiNFER SEAL 06/14/2016 Pae 1 of 1 T,EXC EPTASEXPRESSLYPPOWOFD HERFN,NOADORIONALC-TMATIONSORAFFNMATDNS-ENTENDED. 9 ALTERATiDN ADDRION OROTHQtMARKNGSTO HSDOCUAfrNTARENOTPETiMR OMONVALDATEOURCERTFCATDN' VAUDF0911)JOBONLY Florida Window Door Comparison Chart Morris Carlisle 7108 Fairway Drive 1069 NE 104 Street Palm Beach Gardens, FI 33418 Miami Shores Miami Shores, Florida 33138 561-340-4300 Opening# NOA/Product Approval Size i Opening Design Pressure Product Design Pressure Opening 1!v H + - + - i Type 4 1 NOA 15-0505.29 7 50 80 , 80 39.4 52.3 HR 2 NOA 15-0505.29 3 50 j 80 80 38.5 50.5 HR 3 NOA 15-0505.29 53 50 80 i 80 38.5 50.5 HR j' 4 NOA 15-0505.29 74 50 80 80 37.6 48.7 HR 5 FL 15920.1 59 50 80 80 38.2 49.9 FW 6 NOA 15-0505.29 74 50 80 80 37.6 48.7 HR 7 NOA 15-0505.29 74 50 80 80 37.6 48.7 HR e 8 NOA 15-0505.29 74 50 80 80 37.6 48.7 HR 9 FL 15726.1 192 80 60 60 I _ 33.9 41.3 SGD 10 NOA 15-0505.29 7.4 38 80 80 38.3 50.1 •'A�`. 11 NOA 15-0505.29 53 50 80 80 38.5 •4(Y.5; ,dot, see*•• 12 NOA 15-0505.29 53 38 80 80 - 39.2 ••5. .9• I N!R ••••.• 13 NOA 15-0505.29 74 50 80 I 80 37.6 • • •••••• •• •• • •••••• • I ! E 9 - Opening Type:SH=Single Hung, HR=l.lorizontal Rolling Window,OS=Outswing Door,CW=Casement Window FW=Fixed Window,SGD=gliding Glass Door MIAMbDAD MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T QW 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MM,w1am1dad&g2L1economy 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 ICER - Product Control Section to bo used in Miami Dade County and other,areas where allowed by the Authority Having Jurisdiction(AH7). This NOA shall not be valid after the expiration date stated.beloiv3. The Miami—Dade County Product Control Section(in Miami—Dade County)and/or the AHJ(in areas other than Miami—Dada 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 tree expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,•and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: ESCRIPTION:Series"805"Aluminum Horizontal Rolling Window—L.M.T. APPROVAL DOCUMENT:Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.L)",sheets 1 through 7,3f 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,F.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 ISSILE IMPACT RATING:Large and Small Missile Impact:Flesistant LABELING: Each,unit shall bear a permanent label with the malufacturces name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved",unlesa otherwise noted herein. • •e.• 99..99 RENEWAL of this NOA shall be considered after a renewal application has been ftled;nd thgff4ftbeen '. rio change in the applicable building code negatively affecting the performance of tiff Wduct. •' • TERMINATION of this NOA will occur after the expiration data or if there has bWhj revisigp.or ghange :9669: in the materials, use,and/or nianufacture of the product or process.Nlisuse of this IJQA Is an d'nd'aradment .•••• of any product,for sales, advertising or any other purposes shall autdmatically termimats this NIDA.Failure •• •• to comply with any section of this NOA shall be cause for termination and removal of 1VOA. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Da(9 minty, Florilla, and • followed by the expiration date may be displayed in advertising literature. If anj+ portion of fw40A is • • displayed,then it shall be done in its entirety. • • • 9.0066 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacraner ®r its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0107.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document m®rtione d above. The submitted documentation,was reviewed by Manuel Perez,P.E. .. NOA No.1S-0505.29 CMAM&naoaca d� xplra#len Date: May 13,2019 125115Approval Date: August 13 2015 Page 1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCZ SUBMTTTED 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 A1—Farooq Corporation,signed and sealed by JaveA 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. FT"945,dated 07/31/09,signed and sealed by Julio E.Gonzalez,P.E. (Submitted etNder NOA No. 09-11.10.02) 2. Test reports Via: 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 FB(',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&.Agram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT"457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted render NOA No. 09-0105.02) Sege 3. Test reports on: 1)Uniform Static Air Pressure Telt,Loading per Fj3C TAS 202=94 = 2)Large Missile Impact Test per FBC,TAS 2W.04: . . • SSSS • 3)Cyclic Wind Pressure Loading,�er FBC,TAO%03-94 •• •""' along with marked--up drawings and installation diagram of al to horizontal :•••• rolling window,prepared by Fenestration Testing ,aboratory,4Fp;; est R&p®o:No. SSSS.• FTL-5459,dated 01/17/08,signed and sealed by Michael R.jVvz 1,P.E. ••:•• (Submitted under NOA No. 09-0105-02) ••'••• •••••• SSSS.. • • . SSSS.. y, SSSS.. e . :Sege: .. SSSS gg 1Vlamnel u ,P.E. a Product Contro & miner y NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 132015 E-1 T.M.Windows LLC NOTICE I)F ACCEPTANCE: EVIDENCE SUBMITTED G TESTS(commw.rn) 4. Test reports cu: 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 m9rked up drawings and installation diagram.of an aluminum horizontal rolling window(XO),prepared by Fenestration To'iting-Laboratory,Inc.,Test Report No.FTL-3993,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted render NOA No. 04-0120.01) S. 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 FBG,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with mstrked--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. I' (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 intemst dated 03/16/15 and revised on 08/07/15, prepared by Al:Farooq Corporation,signed and se4ed by Javad Ahmad,P.E. 2. Glazing complies with ASPM E130049 0000 D. QUALITY ASSURANCE • . . 0000 0000.. 1. Miami-Dade]Department of Regulatory and Economic Resourdes-M). •••• •• 000000 E. MATERIAL CEW11FICATIONS 069:06 :•...: 1. Notice of Acceptance No.14-0916.11 issued to Kuraray Amer: sy;Inne.fogth&- • "SentryGlas@(Clear and White)Glass Interlaye zV dated 0§12V.1.5,e3glWng on 0000 • ..:••' 07/04118. • •��•�� """ 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chew iegb f ompany(MA) 0. for their."Saflex Clear and Color Glass Interlayrrs"dated 0&19/14,exp"ba 666690 05/21/16. 0 . 3. Notice of Acceptance No.13-1126.20 issued to Allnex USA,Inc.for theif S Laminated.Glass Interlayer",dated 02/20/14,expiring on 02/08/19. Manuel P P.E. Product Clontroffxfmiuer NOA No. 05.29 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-5* Edition (2014), and of no financial inte.-est,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.1?TL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Submitted ulvderNOA#09-1110.02) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted uAder NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No.FTL-3946 and FTI,.-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/34/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada,)�E. (Submitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08,issued to Td1.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05113/10. 1 sees • • • ••s • see• • 6666•• 00 • •60660 •66.06 e 666x6• •she 6• • • •00 • e • • • Ess• • •• • 66 60:06• • • 00000• • •sees• 0660•• 000060 • • • 6 • • 660.0• • • • •.66 0 •• • • 0 • • • • • 6.006• 6• • sees 6 • Manuel P e P.g. Product Control F40ininer NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 . . ... . . . ... .. .. . . . .. .. . . .. ... . . . . ... JlAT " 3/18'HEAT STREWD GLASS •ACCT MCI;REIM•FOR • •• •• • �U • • • • •. layer .090' or WOOQ•S�CHS • • • • • r And Color Glass w"roy Sen THRU WOOD TIlICIi6 ow VASMW. •-•MAX • n Chemioal Co.' By'Kuraray Amarko,Nc.' • W9U1ON WIDTH 'ANN. GLASS 3/18'HEAT STREWO GLASS 9 33//B' 6'MAXSIUCONE 00 GSE R057700 (ACE AVP FALSE LqJNVWe • •• •• •• 3• • CORNERS OW CORNING 995 DOW CORNING 995 RAY •.• .. • • • • • • • • • • MIt cy 4 N � 11 /t it 4 POINTS ON LRES AT t/4 POINTS ON IRES o d IITHAN 38'ONLY WM THAN 33.ONLY "=^'F== =__' JLJ7/1V OVML MASS 7/16,OVERALL GLASS u it 34 ci 1/8 TEND.GLASS § Ij ' `D GLASS X3/16'ANN.CUSS (`'''1/4'AIR SPACE g It rtoyer 126'Interlayer ` 1/8'ANN.GLASS it Uvokol S pgp^lobAayer USA.Ina.. By'Aline:USA,fM' SA.CHear And Color Glass !pj By'Eastman Chemical 00: r ^r v 18`RENT STREWD GLASS 3/16'ANN.OLA55 1/8'ANN.CRASS O 32 7/8' 33 SIUC� SUMNE SILICONE O.L OFC. I GE R057700 GE RCS7700 cc RGS"oo DOW CORNING 995 DOW CONIM 995 yyygJ�� DOW Colo=8B3 37 112• p+ S m 3VLNU WIDTH ZO.O.��t at %0 OR 0%312E3VA= M D=GN LOAD RATING - It9F /4 POEMS ON Ir A7 1/4 PO9RT5 ON LUES FOR SIZES SHOWN ABOVE OR SMALLER R THAN 38'ONLY WIDER IRAN 38'ONLY AT 1/4_POINTS ALL SIZES GL628 TYPR'A OTA1W 7'IPE'B' fB.A>>ii T1T$'C• GLS$TM'D' OL�3 TYPE'B' ERrdy l-) i(+) iM(-) �d+) 1M(-) �d+) 1►><(-) P ON l7n 'C' : '[SN> `��' - :YP� 'E' BOo 7-5v.� ' 9G i 133C 9D.c Mo SS.O I S=-r-7EA 7s.0 , 1/Y OVERALL GLASS 1/Y OVERALL GLASS 11116'OVERALL INSUL.CLASS $ LOADS SHOWN ABOVE ARE FOR WINDOW VENTS 67TH SPRING LOADED ALUMINUM LATCHES. 8 GLAZING OPTION FOR METAU.IC SWEEP LATCHES IJM9T MAX LOAD TO 380.0 PSF. �it ItIt If NOTE: SEN BD$ GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING TTDTY. EIASED ON ASTM E1300-09 (3 SEC. GUSTS) TATEMENT DCA05-DEC-219 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TM PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND FLORIDA TAT MG:COMMISSION CHARTS SHOWN ON SHEETS t & 2 REQIDRE2MIIVIS OF THE FLORIDA BUWNG CODE INCLUDING HIGH VELOCITY_fM DECLARATORY SS RICANS ZONE <m o m m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SLDE LWOOD BUCKS BY OADS 70 THE QRS'MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED, THESE WINDOWS ARE PATER FOR LARGE Me SMALL.69556.E IMPACT. q COM13!NAMONS OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER MIAMI-MOE COUNTY APPR'D WINDOWS USING MMMI-DACE COUNTY ANCHORS SHALL BE AS LLSIEO,SPACED AS SHOWN ON DETAILS.ANCHORS = iL APPROVED MULLIONS IN BETWEEN. EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO- am PRODIILTREV19® Lt C LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL "AN. T6a92 av ptgFagal6�DaFTaAd• I5 WILL APPLY M ENTIRE SYSTEM. OTT FRIT Or THIS APPROVAL 0 ONS NOT SHORN IN THESE OMNIS ARE ABS G ,t 0stlo0Dat0 i $ A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SLAMS TO BE HIGH IMPACT.NON-METALLIC AA/N�D NON-COMPRESSIBLE. drmstng n0 MOMMATERIALS E iNT0 0ONIONOYn N o DISS6dMMITW�iAR MMATERWL.S M MEESCRENS T RR 115 DU08-81 1 REQUIREMENTS OF THE FLORIDA BUILDING CODE sheet 1 0T 7 .. .. . . . .. .. . • ADDL aMCHOR RE00. . . .. . ' • '• • • •• {�S FOR DISWIlA710x3 DOR . • • • • HOOD srRllcraREs OR noDL ANCRc>iw• . • . . • • TM WOOD Ru05 DRO NASONR7 119•MAX. I Wows1RUCRMkS OR • ••o 000 ••• • WHO=WID7x TM WOOD Woo KM MASONRY wx 6� tO 111r TAN�H IHDT� 1' FALSE MUNM 3' AT flX\UTE 8YA/X. a YAW. FALSE MUMRS ••• � • •'1 7/y!• •'3' " B"MAX I A xEAD�suL xM/su (suRFACE API EO) a • •• • • •t. o /S]L Q MAY 3 AT VENT CORNERS MAY 93E Ilam 3 • • • • MFA%• • • OORNERS (� C 11 11 11 II it 11 0 1 11 � Il QQ 4 �I 11 jl �l it I� 0 .I�IfLL D _jl 11 IL_ _ 11 q1 a ---7r 4 -��====a== ?r- -==-14--= �--rr 401 11// II s - 11 //• n �/II --- a 11 n%, N,~�16ir -I 1 1 11 I b m 3 II 1 II -I I I v°4 m d I �I II elf 1h=0 11 I II�1 1 11 I Yr' y u 4 u 4 u ; h II 11 11 II Ir P Jl_ 11 IL -- JI __JL___J --fir----Ir-- -_'�1-=--p - __-Ir___lF__ �1 11 1� _—I(t I� II 11 11 11 1 0 � II 1 I om'� 32 7/b' 331/2- 32 7/e {Jj 24 Ble 50•MM D.L OPO. D.L.OM D.L.OPO. 1z I$ DL OPO. Dl DPG. - UL OPO. VQ 37 5/e 37 5/5' iA 29.1/4• 29 1/4' VENT"m vw%" YEM WIOYTI �+T Wmrx %OX SIM TYPICAL ELEVATIONS MAXIMUM DIMON LOAD RATING - PSP MAXD30M DMON LOAD RATING - 1 ~-P FOR S2E5 SHOYM ADOW OR SMALLER FOR.SM SWIM AME OR SNAUER CLAM T1'PB'A' WA!S TM'e' MM 4YPS'C' MABs TFPB'8' �TM'A' ci.m TYPE'B INT-(-) EKr.(+) 'NT(-) W.(+) ]FRd-) EKT-m 1NL(-) EXT.(+) 1Nr1-) ExF.(+) INT.(-) �.0 M.0- 90.0,1 I= I <0.0 1 .90A 1 7m 1 --,aL- I . -so.* SOT._ 00.0 1.410 r _ n Ell 1 LOADS SHOWN ABOVE ARE FOR=MOW V&M VAT11 SPRING LOADED ALUM 1A7C81ES. LOADS SIVWN ABDVE ARE FOR WMM VENTS $ FDR maw WEEP U1TCHt5 LOOP MAX LOADS TO 180.0 Mr. FUR SPRM LOADED'ALUM UTCH6, S FOR MEM=SWEEP UTCH85 U WF MAIL.LOADS p g TO 380.0 PSF. B $ Ft O <muaw avagisgwMlDleFhalOt •\ 9v FLA.PE Q4AP 7.597 N*�t NOTE:GLASS CAPACITIES ON THIS SHEET ARE:BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSIONDECLARATORY STATEMENTDCA05-DEC-219 72015 Btlsat 2 of Y .. .. . . . .. .. . ... . . . ... . . . . ... •• 000•• TICAL ANCHOR • • • • • •• TYPICAL SEE ELEV. • . .. FOR SPAMS • •- .,,, • FOR SP 0 YYDOD BIXxC Y • SIWR!ujr-'I}ui¢ • • • • • •• ••• Ff--fL_ =l `.: e n '• e,- :••EOS;E'D // / At4-DADE COUNTY APPROVED i� M � 3 •a'.b d e a d.°'•.a.,••A a- ° a $1 PER CLIP PH S66S p \ DISI EDGE I;SEE SEPARATE &Idl1LL[ON ANCHORS i I r d • NOA I r w jf 8Li 11 U= CAL �w 4'LONG SEE FLEV ANCHORS pT 96 iI i i TAHD LOAO CLIP SEETYPrAL ANCHORS FOR SPACING M. t t FOR$PArM II I II 1 I I III WOOD SUCKSAND METAL STRUCTURE NOT 8Y TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !I i ii I AND TRANSFER THEM TO THE BUILDING STRUCTURE. a SEALANTS: ! MICAL ,AItiCHORS: SEE 0".FOR SPACING DTRACON BY'ELCO' °fl W ALL FRAME AND VENT JOINTS AND GtJNNEC110N5 SEALED WITH .T!4' DIA. (Fu=t77 HST,Fy-ta5 N9) SILICONE OR ACRYLIC SEALANT_ INTO 29Y WOOD BUCKS OR WOOD O STRUCTURES e c3 .a ! •I T91;EPHOLES• T-1/2' Mn PENETRATION INTO WOOD (HEAD/SILL/JAMBS) & x Wt 1-1/4'X 1/4'WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CONC. OR MASONRY za! AT 4-7/8' FROM EACH END AND AT MIOSPAN 1-1/4'MIN. EMBED INTO CONCRETE (HEAD/SILL) .i W2 = 1-1/4'X 1/4'WEEPHOLES 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) p AT 4-'//8" FROM EACH END AND AT MMSPAN t] m DIRECTLY INTO CONC. OR MASONRY Z� W3- 21 LONG WEEP NOTCH AT EACH END0 1-1 14'MIN. EMBED INTO CONCRETE (HEAD/SILL) z ! W4= 11 LONG WEEP NOTCH AT 32'FROM EACH END 1-1/41 MIN. EMBED IKTO CONC. OR MASONRY(JAMBS) op !• "! �� :. ,1/41 DIA. TEKS SELF DRILLING SCREWS BY (GRADE S CRS) INTO METAL STRUCTURES STEEL : 1/81 THK. MIN. (Fp - 38 !GSI MIN. ALUMINUM : 1/81 THK. MIN. (8083-T5 MIN. IS c t2"LONG (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g CJR.A9aW.ER J14 SMSA CFI c DRILLING Qf:RFYY4 g;RADE 2 CR) �2t INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN.THIG - 1/8' €€e 3 a (NO SHIJ'SPACE) MP-M EDGE z INTO CONCRETE AND MASONRY= 2-1/2' MIN. INTO WOOD STRUCTURE= 1'MIN. © W4 tp ' INTO METAL STRUCTURE - 3/4' MIN. 2 WOOD AT HEAD.SILL OR JAMES sG-0.55 MIN. CONCRETE AT HEAD,SILL OR JAMBS Pa-30W PSI MB. C-90 HOLLOW/FIUM BLOW AT aM I m-2000 PSI MIN. t —rm `mw mm am PROMCT QovLBIRSV64IDFIorld� !� i . •�' _ -.° v FIA 7D592 Sao g 4PL tames�t'3�tlB i a y. _ .• A °•.4 $ a'T ANCHORS s..P e r' • / 6 )� FOR SPACING �. '..' " TIM 8Y dratviltg RO. ..t•. ! Wt CLIP W2 V DIST. EDGE DST R 07 2171. W08-81 sheat of 7 . . ••e . . . ... .. .. . . . .. .. . 0 0 • 114 Still O . . .. . . . • : :•. MM vwWWm • • . . • . . . . ap 18 114•MAILMAL . . ... ... ... e S S,� TYPICAL ANCHOSSEM Z sTmum ' ,s S FOUR FQM ... . • . . •• '. 0. to e • • s •• s y 19 o Q ----� _ ____- -- _ - _ �,$! SSS a tSx OPr. ;. W�p BUCKS � TYPICAL ANCHORSSEE B t6 .i.•:: . l e laj a 1 41 Cgs FOR SPAoINci ( " - EXTERIOR51 WINDOW WIDTH :+'• %6 LAYOUT m ON OPPOSITE I © O1/4•MAX 1/4•SHIM VENT WIDTH VENT WWTH M MAX W T TYPICAL ANCHORS WOOD Bildt SEEELEV.FOIL SPACQiD v' lil � a � zip 1%4• F�tl OPT. SCREENS ORr.--- •.% ` - DLO.. 11fF( ANCHORS CALS FOR SFACM EXTERIOR SEEwooD Bum ' v WNW WIDTH %OX 1e1Y0UT TYPICAL ANCHORS MIAMI- SEE 0",FOR SPIC06 M ASO N am _mn SEE SEPARATE mm VENTS WITH a m u e 9 3 SPRING•LOADED LATCHES cra d u MLP.Ft 12 W OD&Ia-o909.aqt4 Exr�roR R 0 71015 WQ8-81 WP1WY1 WIDtH WAIDDw WWTH d sheet 4�7 • • • • • • • • • • r • o • • • 66 see • •+ f/a"SHItIC p E ; i i+ + •• • 6•• �{� ANX, o W1 . . . . . 18 1/4'NNC • • •+a •o• •o• • 5FRUCMEMF f 4 8 8 SHWS SEE ELEV.�� 0 • .FOR SPADING F vp+• • • e •• ••• •• • • • • • • a A 1�. 18 O <sy BRICKS W1 $ .S TY 4ML ANCHORS SA:E ELM w :� I -EXTERIOR b e x WINDOW WIDTH %O I YOUT OX oPPOSrtE OO Ile NAX S9 0 1/V SHMSKINSs w VEM YENF WIDTH M.. f SUCICS OR LEI SCRaM UK.— e T fPICAL ANCROD VA F.PAS. TYPiCAT MICI •••a : FOR SPACING EXTERIOR B YANDOfl WIDTFI •�r� $QR LAYOUT ANCHORS g TYPICAL M1%MJ-DME COUNTY 5£E 8".FOR SPACING APPPKD SM SEPARATE NDA -- VENTS WITH <m o o m 1 SWEEP LATCHES FRODUCYREVISIBIDe FIA "7M B�dfogCbbCalmFboFla�iQr _ I{ Dom SCREENS OPT. �---' By draaing rro. �EXTERIOe APR 2#5 Yd08-89 WwOOW WIDTH EXTERIOR WIDTHsheet g of 7 . . ... . . . ... .. .. . . . .. .. . 3'089 1.375 If lm PART f RRAlI'm • • • •MATmm �Dd1F.SVPPIZII/WEARRB .� 1 7M-130 1 IRlsdl HAD 696 " `IG 780 2 7M-1338 1 ••• •.• e� -• gine tzm •888 .____} 3 76-134 7 FRAME SRL 70P 600-78 - 'f„ Ysy 237 f.42S I'm -4 TM-132 AS REOD. FRAME.MME-VENT 8083-TS - .728 8 7M-131A A4 WM FRAME M.19-I= 6003-18 - aa,, 8 At-138 2/VEW TOP ANY 60, RRL . 8`g Lapp 14 WIND LOAD CLP 7 7M-139 1/VENT JAMB . . • . 46063-78 - SC,t 1.890 W63-76 O TOP&BOTTOM RAL ►DOG 8 7M-149 t/VENrWU MEETING soma• • • • •e 1J730 9 7M-137 1/VENT FOGED L - 8A TM-137A 1/VENT FOM SGRE(S'UM LATCH) 6063-76 - it. O1 FRAME HEAD i'� 1A00 10 T6t-136 7 SU TRACK MSERT 6063-76 - VVV p .094 It 7N-135 1 SAL CLIP ADAPW 12'LONG 6063 T8 AT.MM S7pE LOGITON Q . 1.480 .128 12 TM-776 1/VENT SPRING LOADED PENT I41M 3-1/8'WHO 6063-TO AT MW MH t� 12A - I t/VFNT NETAWC t.ww tARki - AT 600 SPAN .077 2-201 O t 120 08 X 3/4' 2/LATOH SWEEP ujm MOONm S'mms FH SMS --. f1 iS MTG. $TILE REINF. 13 714-144A AS REVD. CLAIM MD(LMMM GLASS) 6083-To 34 714-181 AS 1=. QA=CDD(ML LX GLAM) Wu-iv 1 14 7M-184 AS I=. BAND LOAD KIP,$LONG W63-7o - O 1.420 2312 18 1/SLOE MEETING SALE RMOCRCPV W83-76 - .107i8 - 2/SIDE FUM 516.E RIMMING W63-76 - fo SILL TRACK O JAMB STILE .126 17 W31225 AS f=. F91 WAL 8'SD9PPING(-270'x.220'MGM) BOOL = 18 W4337t As RmD. In SPAL W'sIMPPittO(.18Y x.370'K6t) BOOL 1A71 19 W43201 AS REOD. FIN SM WSIMP M(.1W'x.WO'KCI) WOOL - .. a-2.312 20 P5043 - ADRFSNE BKCR CLOSED CELL FQW - 7/8'x 1/2'x 1-7/Hr LONG QQ i8 FDL STILE REWF. 21 2/VENT VENT ROLLER HOD3916&WIDE PLASTIC AT EACH IN a teMj,t 1.255 17�PA. .O5s F 22 - - VENT ROtLER/19HTEi Ct45s ,.296 23 012 X 1' 2/CWW R. FRAME ASSF2MY$CKM - PJL PHILLIPS SMS m 24 010 X 1' 2/CORNER VENT A4b1iMBLY - PJt.PHILIPS SMS _ J1� 1.b�g .848 W - 1/LATCH YENS wm Wma sr.mui - i oW V Li L IMIS W V41375 AS RELxf. FIN SEAL VfSlR1PP01G(187'X.178'� WOOL - C tt SILL CLIP ADAPTER 27 TM-181 1 SSL RISER W&i-18 - X27IL .962 28 - AS tiEW. SEMG SLOW VW WRMOM 80f5$11CM A 1.408 M� Q MEETING STILE tz VENT LATCH Ng 2.312 2312--b J15S r.tIBS .43s .ta 1.719 3-VO 1 9- 2.�aP 1 6M'7 '�7.237' I..i,9 ,.0901'237 .000. 917_ 540'. i• .9Gu ._ - 062 I I 0 TYP. .923 I-.823--•••II � g 1.7W 1.750 L�3 7.841 9 FIXED STILE(SPRING LATCH) 4U FD(EO STILE SWEEP LATCH 13 GLAZING BEAD GLAZING BEAD o Q ( ) (LAM.GLASS) (OWL LA6,.GRASS) O FRAME SILL TOP w 3A69 7.784 �T p o a d o6z 082 <. tYP. TVP. .062 os2 2628 1.919 1.789 PIt00%=RHNIS8D _ J�2 3.1142 3.2&l 3.168 &042 CNRe46map1 •i&O*Fkdd4 1 FLA.PE 78692 i5 TTP. Cly Rvi dl*zNo i J1S8 .163 cc DAe •J $ •� B dratdng O0. &669 87S 976 10� W08-81 O FRAME SILL BASE �4 FRAME JAMB -VENT �5 FRAME JAMB - MM z7 SAL RISER shoot 8 oT . . . . • •.• • . • •.• • . . • • • • • • . • • • • • • • • • 112 r 1 1/4'PH.SMS. ••• (2) • • ) •ONc 1 .H.Sri•!. t• ASSEMBLY SCREWS B10Y t,PH.545. • • • • •�SCREWS • A • • • • • ] • i•• ••• ••• • z 1 �•ii •, as• ••.•. ••• . A •41p 0 yf . . . Q0: \ i I „ . •. tl I FRAME Tdo GORNER w^ FIXED MTG, RAIL TOP CORNER ASSEMBLY SSE 7B2LY 7 1 4'PH.5,5. _VENT TOP(XllNIER � tU ME SCFtEWS GE . Ol I � czl B1o�x 1�YPs NI ate` ga"gm <moe FDM MTG, RAIL BOTTOM CORNER 1 "'`Aw AHN�O PRODUCTRBVCED m FTA PCB 70SC! � FRAME N=M FR 1) 10�', Ste' CAN. $ Dft4 VENT BOTEOM f C t BY. draaln6 fro. W08-89 R A 7 21 f ansae a 7 Florida Building Code Online Page 1 of 2 Ain il•. ..t di r� frt ii BCIS Home j Log InUser Registration Mot Topics p Stbmit surcharge j Stats&Facts P,-blicadons ! Fac Staff j SCIS Site Map Linke ; Search Busines • ' Profess k� al ProductApprovalval Public User Reguation Product AD U yai Mon">Prod '�M Aoplkatinn Search>AaDitcatton List>Application Detail FL N FL35920-R1 Application Type Revision Code Verslon 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@tmv4ndow.com Authorized Signature Frank Bennardo •••• frank@engexp.com • • • • •••• 0000•0 Technical Representative •• • •••••• •• Address/Phone/Emali •••••• •• • •••••• • 0000•• • • • 0000•• Quality Assurance Representative •••• •• • • • Address/Phone/Emali •0000• • •••• 09:096•••• 0000•• • • 0000• • • 0000•• Category Windows •• •• • •••••• • Subcategory Flxed •••••• • • • • • • 0000•• 0000•• Compliance Method Evaluation Report from a Florida Registered Archffact or a•Licensed FlAlida • • Professional Engineer •••• • •••••• • 0000 • • ® Evaluation Report-Har&mpy Received • • • Florida Engineer or Archttect'Rame who developed the Frank Sennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity Qltat1on&Mana:aementInstitute Quality Assurance Contract Expiration Date12/31/2019 Validated By Kelth E.Lorinos,PE 0 Validation Checklist-HEricopy Received Certificate of Independence FLIS920 RI COI IndeD.ndf Referenced Standard and Year(of Standard) Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/prf pr_app_dtl.aspx?param=wGEVXQ,ArtDgsDdFYerPlwHD... 7/9/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FSC Approval 05/10/2015 Date Approved 06/22/2015 ary of Products T m F.or _ ;Model,Number or Nam® ion Series"300°Aluminum Fixed Window Series°300°Aluminum Fixed Window-LMI/SMI 74"x 122" Iibetellaion Instructions use In HVHit Yes FL15920 R1 II Dwo•odP r use outsidA HVHZ:Yes Verified By:Frank Bennardo P.E.46549 stant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Othert EUS920 RS AE-Eval.ad Created by Indepandent Third Pa :Yes Contact U ::1940 North Monroe Street Tallahassee FL 3239-phone:850-497.1824 The State of Florida is an AA/EEo empioyer.ceovrlaht 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,small addresses are public records.If you do not want your a-mall address released In response to a publIc-records request,do not send electronic mall to this entity.Instead,coin rt 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 02ober 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have one.The emells 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 MM an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick Here. Product Approval Accepti n 0000 Tull • • 0000 0000•• •• • 0000 • a • • • • 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• 0000•• • • 0000• • • 0000•• •• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• •• • 0000 • • http://www.floridabuilding.org/pr/hr app_dtl.aspx?param=wGEVXQv4DgsDdFYerPIwHD... 7/9/2.015 P. aT® ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODIJCT EVALUATION REPORT 4/27/2015 Application Number: FL.#16920,1-R1 EX Project Number: 15-2370 i Product Manufacturer: I'M Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window .targe&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)RuIQChvotar 61 OV•0 Sao* 3.005, F.A.C.,for statewide acceFitance per Method 1(d). The product noted above has bd*tatted •.I and/or evaluated as summarized herein to show compliance with the Florida Building CoQ FWEdition" (2014)and is,for the purpose intended,at least equivalent to that required by the Code. fttdNuation of • ;....;; this product shall be required following pertinent Florida Building Code modifications or reyM&% ;•� • Substantiating Data: • PRODUCT EVALUATION DOCUMENTS • • • • • googol* EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window" sheets 1-8,preparedEA'ineerin' :••• Express, signed&sealed by Freak L. Bennardo, P.E.is an integral part of this Evaluation ;ye;: 9 ' • 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 aid cyclic loading performance have been tasted in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL), • STRUCTURAL.ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Raise, P S I Vaud for analysis to qualify the following design criteria: a '• 1. Anchor Spacing •''°° 2. Maximum Allowable Size/Pressure " Combinations �' ,),, j; �•t 3. Architectural Shape Options 4, Glass Capacity �- a 5. Anchor CapacityI�rQ .A.# NWO 160 SW 12" AVE.NVE #106 DEERFIELD BEACH, FL 33442 PHONE. 954-354-06.60 FAX: 954-354-0443 WWW.ENGEXP.COM M&IJW ENGINEERING, _EXPRESS' 4/27/2015 TM Window,LLC.—Series 00 Altuninum 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 uue 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. r 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 6060.. Each product listed above shall be installed in strict compliance with its respective Product EVA14ation •••"• •""• 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 PrgNit ,valuation ,• • Document(i.e.engineering drawing). 6060.... 6060.. 6060 6060.. 6060 6060... Limitations & Conditions of Use: 60 60.... 60 00:..' 0 0 000000 Use of each product shall be in strict accordance with its respective Product Evaluation Doe y nett(i.e. • engineering drawing)as noted herein. 0 0 0 0. 6060.... All supporting host structures shall be designed to resist all superimposed loads and shall be of a material 0• • Gel listed in each product's respective anchor schedule. Host structure conditions which are n**acvounted •••• •••6 for in each product's respective anchor schedule shall be designed for on a site-specific basis by a •000 registered professional engineer. All components which are permanently Installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 127H AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM (Rl�IIK L BF WIM,P.E. TM WIND®UV-J� QQPR 5 � . - SERIES 300 ALUMINUM FIXED OWINDOW . LARGE AND SMALL MI�SILE tAP.0-RAS�IWINT *' D TM ' 'A ',so ago 649 :04 000 Vill Dows =� .3 •00 a 0 60• • • •• • O ' n GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA - B BUILDING CDDE,TOR USE WITHIN AND OUTSIDE THE K15-.V--'_-OC:.YLLRRICANE ZONE;PER TAS 211/2.02/2ER - z No 33-11,+3,�—'aaEASE m ALLOWABLE STRESS HAS KEEN USED IN TRE'8EWUN 8F TKW bY.51M WUqUJ LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR.DESIGN. ..I 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 70B-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC O 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 OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0 STATED HEREIN. 0 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGRIMR OR - m REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CDNIUNCTION WITH THIS .' a . DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF 7HE.EXISTING STRUCTURE TO WITHSTAND 6 SUPERIMPOSED STRUCTURE.LOADS. WOOD BUCKS(By OTHERS) BE ANCHORED PROPERLY TO TRANSFER LOADS TO THEEXISTING .+ ��1. 1 6. MULTIPLE UNITS MUST BE INSTALLED USINfl SRAL MULLIONS APPROVED BY OTHERS OR UNDER O .. Po SEPARATE CERTIFICATION: 0 Z. . 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. . - Z- a�+ . 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALLBE SEALED ' c3 n WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL Be ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A F MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. Fi 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA GUIDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE EI.DUPONT DE NEMOURS&CO.,INC-BUTACRE PVB l$ INTERLAYER N.O.A.*13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.OA.* e 11-0624.02 APPROVED FOR��'.ALL AHD LAMC...JSSU T.!".;'gL:.A.PPLiXJ=0"t5.SEE GLASS TYPES F^4^M' cq RE5T10CTIONS. 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE I ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR LLC. p 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS C SHOWN ONLY.USE OFTFIS SPECIFICATION BY CONTRACTOR,et at.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 OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENS. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND . INVALIDATE THUS CERTIFICATION. 15-2370 WAS. we 101 PA68•[li�PilONI COVER 81EEf FL #15920.1 • • ••• • • • ••• s• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• POSSIBLE ARCHITECTURAL SHAPES: S MAY EXCEED SIZEDHAPE. a : •RECT 0 •TRANSf9tIBARO s UND Lr MAX e a A&C 2 MAX FROM a•�� C • • • • • • •• JOINT WELD V�• a ciOPS AMr70INTC, r a • • • • POINTS TYP. TME CORNER • • • • • • • VARY) {MAY VA ) y • /s •• ••• •• OF SURFACE APPLIED � FALSE MUN INS fn .O� ��•' OPTIONAL UE SIDED TRIANGLE HALF CIRCLE EYEBROW ARCH GOTHIC -- TRAPEZOID —i L- m $ 1oLLao�� a j $ .,n Wk HALF ELLIPTICAL HALF EYEBROW TRAPEZOID ----I� — EXTENDED FULL I O PENTAGON ELLIPSE -- I�-�� Q �+ 04 9 is II z d FRAME WIOTH 5 QUARTER SEGMER'f QuARTCIRCLE FULL CIRCLE TYPICAL ELEVATION ELEVATION' OCTAGON HALF ARCH OVAL D.L.O.WIDTH-WINDOW WIDTH D.LO.LENGTH=WINDOW LENGH-4° m \ 861' -1-• B 1 ELIPTICAL FL #15920.1 IRE. , HALF FAN r EQUAL LEG HEXAGON TRIANGLE x .1.015 FAN coPn�reew•se 15-2370 JALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURALAN8 MT6 01 SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&S/8. {--X� GO�� HOTDOG NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. L%/ I .. .• . . . .. .. . . . ... . . • • ... UW70,P.E E)OStWG MOST EDGE DIST ~•°. STRUCTURE METAL STRUCTURES(STEELOR • •• • • • •• `� ALUM.1/8°MIN.THICK) STEEL: 6 K •MPUNCRORS ® • • VALS FORALUMINUM::66 36-TSKSI SI MIN:MIN. TYPIR D FOR SP CWG TYPE Ake SRE. y4� Y z DIST • • • EDLE DIST S z Ix OR 2x WOOD = BUCK(OPTIONAL). A�•. NOT'BYT.M. 1 4 1/4'MAX SHIM 1 4 1J.I SMd • • 1 • 1/4"MAX SHIM 1 4 1/4•MAX SHIM ANCHORS PER T 8 ANCHOR SCHEDULE. • ••• • a SEE TYPICAL • • • • • ••• • ANCHORS PER Q Wil 4 ELEVATION�ON4 •• • • • • • ••4 • ANCHORS PER 4 SEE EDULE. JC 9 SHEET 2/8R ALB ANCHOR SCHEDULE. �+ 3 5 SPACING ELEVATIONN SEETYPICAL ELEVATION ONSHEET .4 7 SHEET 2/8 FOR SPACING FOR N SPACING OPTIONAL `r SURFACE 6 APPLIED I MLIN77iia� 1 �I I 1 ti�j1 1 yt 2 TYPICAL ANCHORS: CHARTSRSP�,&QUANTITY 00 WOOD BUCKS AND METAL STRUCTURE GLAZING SYSTEM WINDOWS. � MUST SUSTAIN LOADS IMPOSED BY QLAZING SYSTEM AND Q ii r TRANSFER THEM TO THE BUILDING STRUCTURE. W ° O TYPE'A' 1/4"DIA.ULTRACON SY'BLOD'(FU=177 KSI, 26 •�+ ° t Fv-155 KS[) a O THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT EJ FILLED BLOCK(ASTM C9D) Q 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLED BLOCK. z TYPB'R• 1/4'DIA.ULTRACON BY'ELCO'(Fu-177 KSI, ~1 FV=155 KST) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP&2 G=0.55 MIN) BED OF ANCHORS PER ANCHOR 1-1/2'MIN.PENETRATION INTO WOOD 6 SEALANT SCHEDULE.SEETYP"'L , ELEVATION ON SHEET 2/8 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 n A2 _ SPACING INTO METAL STRUCTURES(S PINCHES PASS THE 4 1/4°MAX SHIM THREAD PLANE MW.)STEEL:Ye THK.MEN. . 1 (FY-36 KSI MIN) OR 2x WOOD BUCK ALUMINUM:1/8"THK.MIN.(6063-TS MIN) Ix Ix R 2x W NOT BY T.M. (STEEL IN CONTACT WITTE ALUMINUM TO BE PLATED OR PATNTED) TYPICAL EDGE DISTANCE LL m INTO CONCRETE/GROUT FILLED BLOCK-2-1/2°MIN. a GE INTO WOOD STRUCTURE-1°MIN. ]AIX INTO METAL STRUCTURE=3/4'MIN. . PtPlFKM PJffB64 EXISTING HOST 15-2370 STRUCTURE scam mm loll i TYPICAL SECTION FL #15920.1 3 6"-V-D" VERT SECT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . N10O:FM METAL STRUCTURES(STEEL OR �.. ALUM.1/8"MIN.THICK) STEEL:Fy=36 KSI MIN. • • 2x G • • •• ALUMMM:6063-TS MIN. 1BY OR 2BY 4°MAX SHIM 114°MAX SHON • 9i x QQ • •• •• • Z WOOD SUCK INTERIOR • 9�YCK(OTRONAI-), • • • •• -A - 1/4"MAX SHIM r 8 4 4 6 • • • 090 Goo 0 • • • • BED OF BED OF Mir w B 4 I SEALANT SEALANT '9 ANCHORSCHEDULE. I 14 \•AN&ORS PEFMXOi RA'• ••• •• R''�y4 ORS PER SEE TYPICAL ATION ON SHEET ANCHORS PER ANCHOR ELEV2./8 FOR SPACING I Lou ••FEO N�� •• ••• '�'Iin�3 'a� p�� g� SCHEDULE.SEE TYPICAL S }y •• • • • • • 000 •• g r� Z ELEVATION ON SHEET 218 - 7 6 Gi {!jai r3 FOR SPACING L— 3 2 GHOST 3i g EXTERIOR 8 STRUCRIRE $ rn J 1 CLO. 8 FRAME WIDTH 1 I/ FRAME WIDTH--t - V z TYPICAL.SECTION to q 6'=r-w HORIZ SECT ♦Y' �^ SCHEDULE "A° FOR8CUAmoRREIT.ANGLEoppow-unimR8HAmmm LB97E0Tos7o F0I(gEE PAGE 2) O DESIGN LOAD CWMM owIAET1W0) Q e FRAME FRAME GLAB87YFEN1 7YPEN2 GLABG7YPE Ala MEW 7YPEW amsTmo Mms Timm 7YPE832 + -mF(-)FAF yF mm 20 Ur 70 70 70 70 g0 BD BO 80 8a w w 130 70 70 80 w , 3r 70 70 70 7o No so 70 so im au g0 so 130 70 our 70 70 70 70 s 70 so WN0 BD eo 80 36 eD 130 7D 70 80 80 .1 } 7 70 70 70 80 80 go m 8o 130 7a 70 80 O$ V j 105 yr - go- W eo 80 BD 130 - - - g 911114° go 80 80 60 80 130 - L� 20 ur 70 70 70 70 80 So 8o W 8o 80 60 130 70 70 80 80 0 C x 3r 70 70 70 7o 00 so 8D ao 80 8o 80 100 70 70 so eo Z I 383A7' 53 70 70 ao 80 80 80 8o Ho No 130 go w ^p } 74' 70 70 30 W 80 80 80 g0 8o 130 80 80 W '� 105tH' - _ 80 80 w go 80 130 - i C 111t4° 80 80 BO 00 80 130 L LL 261? 70 70 70 70 80 80 so W 80 80 80 930 70 70 80 80 3r 70 70 70 70 80 80 80 Bo 80 80 w 130 70 70 80 80 = NOTE: —Y—� }--X—� soda° o3 - NB Na No 80 g 7B - 80 Ba NO 80 '�g WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 105 tH' S6 8o m w f HORIZO.'�AL LY OR Vr ci♦CALLY AS SHG,WN Mgvic_ 119iw - OG 80 g5 I� 2817r TO 70 70 7o ao 80 so 80 m W 8o 180 7D -70 w 80 3r 70 70 IT 70 80 80 eo eo w im 80 130 70 70 BD BO ff 53 IV - mm eo an 80 74- - _ 70 70 70 70 - - - - - EXAMPLE: 10g Iw - - - - 70 70 70 70 - - - - - A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH Illim 70 70 70 70 OF 53%"HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR sr 70zs 1rr ?0 70 70 IT 80 so 70 70 8o go w SD 80 130 70 70 70 70 so 80 o 80 GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN eg 13D ALLOWABLE FRAME HEIGHT OF 53%'AND AN ALLOWABLE FRAME 74 IW l07r 70 70 70 70 WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE too for . . DESIGN PRESSURE.SEE FOR EXAMPLE VALUE IN 111VT mm SCHEDULE"A." 2817r 70 70 70 70 so ao w 8o 80 so go no 70 70 8D 80 3r TO TO 70 7o an so 56 ao eo oo ao 70 70 go 8o 15-2370 771W .831!8' - _ go w 8a eo NIG 01 74• 70 70 70 70 1061H' COVER SHEET 1911H° . �® FL #15920.1 A 7[ ."S -d'cl�'tr'S"-i+.7 r ^'1 OODOOOCZziLZ.�C7 L�LF�Li._��0 ........... - . _. � �Dic�f7d�Q�70cZ.C��LFc7Li�7�0 �i ' Di70d �lOL700f��®OR7 oasa000■ooc�sooasoo •:. �„ JIM oasasas0000asasas :, k,. mimsssovovovo�000v oa�sasasm000asama�s odad000�aa000��asa �a alas©QaaO�:a as M`:�,;.'�I , ' ,.- 0000000�■ar�od�s�sc�o �aasasoasaQaa�aO�asrss � �! � . 00 00000tm■ 0 wm OEM ©so sla000rm00000000 o soQoc�■r�[zr� sa saor:� m00�ri70t7d0oa �000Q o�ssa�aoor�czar� mr��aamoo 00000aoaoso�dot�o oas000rsz��zrs��:soc� - �aaoaQoovo o�osoo oas000000000aasod n, . � - oasasaso ooasasas - 000moAvu0000t�oQoo ossasasomooam�ssas . - o sosov000c�o�asoc= oasasaso©©os las o�sa©000aa4�■sasaoo mails asQo aasasas n - r-� so�s000 • oc�■o�a ■�iasora�` oasasas ��' . vaso®Qowmwm �asoo oososos000r�ososos oasosu0000vom�sisoo wm sesM MHIMM oosssas r=c�oor:�t�tat�ssso ssas�i,, aye—�■�sa aoQa�aovrc�c�au m■boeov asaso ,,'' nanaasas - oavovQv�adosr�aaov oasasas �oasa�sas �0000000vo�oossav oasasa ©oaasasas p■a 000cm -oI�i Mom==== O ��aoasas oo.rloo=�sa maaissasodpMas=ssa= • no�saws----o a�g as masososao�■ooaavas � sa sow o s oasasas m ©aaasas - . ��sw�aosoo os las aaosas�7 oc�rs�aasas � , _ r sosds0A 0�� els vs sorsav 000MO d s �alQvo osr,��aoav oaso�isa o raaososMM NEW saasa as000Asv oa aatQaooamsasas NEM sv000vs a000 vami s o00o lases V a�R70 oss � ov©s sa as aa� ooaoo o asoo a sadooaasa tae - ®solsaamosdsavaaasaoa • as s�saior:�c� :., �s °=e■i�i{ossaa�i ��iss�sasovavasaseor ��iss■�sNER aan � � �sa�i as as�a��raaaso�ama sa aa■a vas sa s oao vas o�s ` " m �aaac�can�■a Sao aooa Km s vov vow vs�ssEsaa vasam A�0��7oo�■r[�C��dOm��0 omi�sasasor�■�aasama a MMMUN�=ao ao meas asoo©dela as ami iasma©vasasas a��ioasoa�ac�■s�a�sas oasaasaeaor�aaovsa�avos , asasaa��o� a as aasoses■�■v�r.�vasas �■ - _ - ,. - sols � � msasasa�iiis - �asra■a��ss�a�a■Qt�asiasas oasosa �asosaar - ' f r, mms�vo�■�aas�soaQa r�asas�smaimo�aasasas -�- v000aoasao raa so eases s■�■�aa sa as N00I1�';" AD�oF�, og000o��ot0oo OO��v00ofi�0A�a0 vaso o vvoQQ�ao�s ra�oa��oaoaa�asosos i aas�a�ad000c��so�a ra■ o0 oasasasr�oo�awasas asasas o0o lases MEN so msmes _ I ossasasassgsasas oaaoaosai e' i=MEOW ao�assas s oa asase�oi asesaso�a��asosas oasssasm®osamrsas ©asasas o a alas asasaso■��aaiasasas asesds�ca�a�avasasas _ oasasa as■�aasasas �.;.n,�,;� 0 ovagasis■�aasosos -'°'-L1 o��a�vaaav■aa■saasas - �a asasosas�a saws ass'�■oa■oa�avesasag G • � J . . ••• . • . ••• .. .. . . . .. .. . . . . . . . . . . . ••• • • . . ... • • • . ••• {f GLASS TYPES • •• • • • .00 NIVq *AMNY,AN TACITE PVB 090 BVTACITE M 090 WrACITE PO • • ••• • • • • 0 :0. S 3YieANN. #s ANN �'H.S. Ya"H.S. • °H 9t Rte. •s• ••• •SEALANT SEALANT Ya SEALANT'Y" SEALANT�°DEPTH MIN.OWDEPTH MIN.(TMP.) OEM MIN.(TYP.) DEPTH MIN.(TMP.)SETTING BSETTING BLOCK SETTING BLOCK p SETTING BLOQC •• •• •••ATYa PAT%POINTS AT%POIINTS �o AT Ya POINT • .:• •• Dp , • • • • rp z M3 4 .090 BUTMAY" CITE P1B 1k'ANN. .090 StoA YER TE PVB 7ils'H.S. a WERti Q� r3fe AIRSPACE M , - %s AIRSPACE . AllSy4' P INTERLAYER .030 SGF LIT=-.lA TR Y1 ANN. Ya H.S. e Y4'KS- H.S. Y4 TEMP Y4° TEMP GLVi 5F11LANT SEALANT%' SEALANT Y0 SEALANT Ve ~ �' DEPTH MW. DEPTH MIN.('fYP.) DEPTH MIN.(TYP.) 6DEPTH MIN.(TYP.)SL'TR{VG SETTING BLOCK SEffiNG BLOCK u� SEPTING BID{7C Q AT�PATY4 POINTS no AT�POINTSm ATYa PO1NT5 Q�te aim SSS GG G G fl «t Q ZOle _ J N Oma MATERIAL SCHEDULE 0 d ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 1Zr $ 1 NMI 0.083`SILL/JAMB/HEADER DaRUSION SOFi3-T6 � F ppp 2 TM-326 1/8"CLASS STOP FOR V GLASS 8093-TR 3 TM-327 1/8'GLASS STOP FOR 9/16"GLASS 8063-TB Jgggl �4 - U.oW SNAP COYER 6083-T6 gi�N l . /n% 11- 0470'WON 0 WMA&IIB AND 6-187-1-SLOT .TP!POLYPROPYLENE M 8/18'cum W.TWO B 32001 VINYL BULB- 0.176°0 INSUUTEO GL0.93 GIA27N6 SAD AM656URY 7 32011 Yum RULD- 0.270"0 7/1e AND 9/16 OL0.SS GLR2MO BEAD AKESSURY B - (2)#3 X 1 SNS SCREWS AT EACH FRAME CORNER SAE GR 2 MIR FOR RECTANGULAR WINDOW SHAPES ONLY 9 = SEAM SEALER ACRYLIC, SCHNEE-MOREHEAD 1 "ONLY APPROVED FOR LARGE MISSILE IMPACT BBp 11 - SETTING BLOCK t°LONG AT 1/4 PMS HIGH DENSITY ROBBER B g 1 - OPTIONAL SURFACE APPLIED MUNTNS 6063-16 88 1 - RAPID SIRENOTH RMrMO STRUCTURAL SWCONE ELASTOYS06C ADHESNE BY MOMEMOVE PERFORMANCE MATERIALS BBOWS 7 - ALUMINUM'U`CHANNEL r LONA AT EVERY ANCHOR LOCAnON(TMP.) OR=ALUMINUM 15-2370 6CAL8e Mrs Ol 1 - 5/18'XL EDGE GLASS SPACER STANL66S STEEL ALL METAL PAtAg ORI:�PRlnw COVERSNEEC ') - 7/18°XL EBGE GLASS SPACER STAINLESS STEEL ALL METAL PRIMARY REAL Pw FL #15920.1 a - SECONDARY SEAL 9IIICONE 0 or '• e•uroavoo,oe. 1.269 0.129 • •• • • • •s as so 0,080 • • • • • •0.570•— • 0. ••• ••• e•• go •i• •• *' :* ' EXPOSED 1.4 w SURFACES •• o 031 . • yt+ p�y r rn 0.056 •• • • • • • ••• Zpw N= 33 0.095 0.050 � N �—3.033 03 1.269— V;j2 00� ° 51 <L 0, z g $ m OXPOSEO 0.202 Q a: SURFACES '�•+ Si �+ $ ffq-� z� } 1.139 ul g a 0.185 O •+ u 1 3.033 � ROTE-.PART#14 IS NOT `J WHEN USING THIS EXT MM 1.000 . . IRS, R , � 0,420 I $ 0.270 0.125 -- a 0.025 �r•, pe{ j °ON °0°°O.O7 ,a--0.030 0.028# 1 0.023$ 1 0,090 1Y 1S-2370 ec+uv Hre 01 0.080 0.080 1a 184 is NOTE: ��r QO EXTRUSIONS NOT TO SCALE. FL #15920.1 �� • . . . . • . . . . . . ... . . . . ... .. ,PE e • • • ••• • FRAMES OF NON RECTANGULAR SHAPES SHALL =+ i1`• 'tV� BE WELDED TOGETHER IN LIEU OF SCREW SPLINE • • i • i•• ••• qry� ASSEMBLY(TYP.). • •• •• • •• • 0 • • • • • • • • E9nn ol 6 tt!!�V�S N ei Hil 2 J In � N3 o � ZRIT .SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF �J �. TO ENSURE A PECr ALL JOIN TSPR PER SAL r R�� a � 1 Ir a 1 1 l i 1 15-2370 so" we FL #15920.1 a ,01 *8x V GRADE 2 SMS (FOR 90°CORNERS ONLY) O O Florida Building Code Online Page 1 of 2 Q[((Ja fmi a iE?(iC� ect5 Home j log In S User Registratlort t Hot Topl' i Submit Surcharge ? Stats&Facts Publications FBC staff acts Site Map Links # Search ' �us�n�e�•s� ProProessi m Product Approval .3J USER:Public User Regulatan Pnxluct Aonrovot Menu>EM;�or Aix,11WIon search>AMACaaon List>Application oeW 4hi FL$ ED Application TypeCode Version -Application Status Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Emall 1543 North Powerline Rd Pompano Beach,FL 33021 (305)888-0077 )oe_shdo@usalum.com Authorized Signature laved Ahmad alfarooq@afceng.com Technical Representative Addres/Phone/Emall Quality Assurance Representative Address/Phone/Emag Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 19 Evaluation Report-Haiccopy Received Florida Engineer or Architect Plame who developed the lavad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Erpiratlon Date f1=2/=31/=20"19 Validated By ]esus Gonzalez,P.E. •••• Validation Checklist-Fta:•dcopy Received ••• •••• •••••• Certificate of IndependenceFLIS726 R2 COI SS-390 5�-CI 2014.odP •••:•• •• • •••••• Referenced Standard and Yea,*(of Standard) st•nAard ••••YeYr •• •• • • TAS 201 0••?994 • •• ••••• • • TAS 202 ••••meq • • ••••• TAS 203 0 • •••••• Equivalence of Product Standards • • • • Certified By ••••i• •••••• Sections from the Code • • • Product Approval Method Method 1 Option D r http://www.floridabuilding.org/pr/3r_app_dtl.aspx?param=wGEVXQNvtDgt3e1 SA1nEOW... 10/2/2015 i 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 , Summary of Products PL# j Model,Number or Name Description 15726.1 Series-390 Aluminum Sliding Glass Door Large Missile Impact resistant aluminum sliding glass door. rFMTW—cf Use nstallation Instructions Approved for use in HVH;!:Yes FLIS726 R2.I;SS-390 Alum$GO(LMI)W12-31 odf Approved for use outside HVHZ:Yes Verified By:3avad Ahmad PE#70592 Impact Resistant[Yes Created by Indippendent Third Party:Yes Design Pressure:+801-95 Evaluation Reports Other:See drawing W12-31 for span vs.load and anchor type FLIS726 R2 Ac SS-390 Alum SGD(LMI)-PAE 2014 odf mmbinatlons and Installation details. Created by IndepandentThird Pa!V:Yes Contact us::1940 North Monroe Street Tallahassee FL 32'+42 phone:850-487.1824 The State of Florida Is an AA/EEO employer.Coovdaht 2007-2013 State of Roddo ::Prlvaty Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact aso.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective(Ictober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an small address If they have one.The smalls provided may be used for official communication with the licensee.However emaa 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 detamNrre If you are a licensee under Chapter 455,F.S.,please dick!Lem_ Product Approval Accepts: r 81Rtir(,TT 9999 • • 9999 9999•• •• • 9999 • • • • • 9999•• •• • *::::o a 9999•• • 9999•• •• • • • 9999 • •• 99998 90.00• • • • 9999•• •• •• • •00.0• • • • • ••000• •0.00• • • 0 0 • 00 0 06,96 0 • • http://www.floridabuilding.org/prl ir_app_dtl.aspx?pararn=wGEVXQwtDgt3e1SA1nEOW... 10/2/2015 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.;N.12TH AVENUE—POMPANO BEACH FL,33069 Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" • Maximum Frame Height:1W,, Maximum Load:+90 PSF,-95 PSF(Large Missile Impact) Installation Drawings#W12-31 This product complies with the High Velocity Hurricane Zone(14VHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combination: of span vs.load. Comparative analysis used X Yes i No Mandatory Tests(Tested In accordance with AAMA 101/P,S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT 'FEST REPORT# Test DATE i 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,'R.E. & 01/26/2015 KrLSF-0219.01-b4 44tephen Waver,P.E. • American Test Lab of • ' „";'• � South Florida : '• •••••• •.•.•. ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 �• •P Carlin B ARso np P.E. • Laboratory • •• • •. •.... 1235 SW 871h Avenue Miami,FL 33174 i T:305.264.8100 F:305.262.6978 ( wygrrwr.afcene.com aifarooa@afcena.com Supplemental Tests(Tested in accordance with TAS-201 and TAS- 3) 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 Waiter,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 �;ly �of the 2014 Florida Building Code. p0 AH Evaluation Report Engineer: No 70582 ' Javad Ahmad ISE#70592 AI-Farooq Corporation Cor or EB#353$ p� : ST F of ':ww . A' O R l04' ��.,. '0NA Dale&lime:02/2511515:17 SC\Y:\users\veronica\StatewidePA Evaluattans\TMWindow\2014 FBC\390SGD\390 SGD(LMI}PAE U oc ' sees • • sees •�•••• •• • sees • ••• •e • eels•• ••^••• • • sees else•• 000 000 •••see s*Osseo • • •sees • • :000:0 • l see••• 00 0 00 1235 SW 8rh Avenue Miami,FL 33114 T:305.264.8100 F:305.262.6978 www.afcena.com I aifarooQ00cena.com i • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... HEAD ANCHORS CLUSTER OF 4 OR 8 • •• e • • • •• �p�If Al STILE END5 • • • • •• •• • •Y j/ 24'MAX SEE CHART ON SHEET 3 • • ••• ••� • • • • •• N£AO FOR CAPACITY • • • • h•• • • • zh ( / •• HEAD ANCHORS Q ro QI 220 3/8' ••• 0 0 • •• :•• ••• '�' • • DOOR WIDTH ••• • • • •• •• I B" g; MAXMAx • • • • • o • • • • • i• i CORNERS •m m �� m p T7 fLZrf_ Fic , I ==-T�:JLvcc "I :�' II I :�; I �. • S �m �'-1 II I o c� v n mb i I I 9 m 2 4 0 g LO II It v 11 it � Ll3N6 I E7"m o a z•.0 n FALSE MUNTIN I — 48 1/8' 48 1/8' I 1 I l� g'z a D.L.PTIONAL D. OPG. D.L OPG.56 SINGLE ROW DOUBLE ROW `d0 PANEL IWIDTH __ 56 1/8- 24'MAX. JAMB ANCHORS JAMB ANCHORS PANEL WIDTH SILL .... (�__.._� .... ! SILL.ANCHORS Al THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUFTERE ARE NOT REQUIRED. r CQ L L1� SMES-390 ALUMINUM SLO)ING GLASS DOOR 2 TRACK FRAMs SILL NIII DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT STILE ENDS a J SHOWN ON SHEET 3 & 3.1. AT 3'O.C. Lsa O D THIS PRODUCT HAS =DESIGNED AND TESTED TOC COMPLY WITH THE A-THIS PRODUCT EVALMION DOCUMENT REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCftY (P.En.)PREPARED RT THEN SPECIFIC HURRICANE ZONE (HVHZ). t5 GENERIC AND ODES NOT PROVIDE 4S ORVAJE FOR A 511E SPECIFIC C<m PROJECT:tA.WHEN THE SITE CONOITION9 DEVIATE FROM THE P.EA LOADS TO THE STRUCTURE MW 5L ANCHORED PROPERLY TO TRANSFER INSTALLAMDN of THIS PR==E BBE RESPONSIBLE ASEED ON THISTHE SPPaDDIACT xwTAND ION THE PROVIDED WI%M DOES NOT DEVIATE FROM THE CONOITIONS DETAILED O 1��'_•.••., AN SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS•ANCHORS ON TT-0S wcTJMENr. $:'JGPa),�"•., � e EMBEDMENT TO HOSE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVAI.UADON COCLI E WILL BE CONSIDERED INVALID IF o n ALTEREO SY ANY MEANS. N0.70 J. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE D-SRE SPECIFIC PROJECTS SHALL DE PREPARED IIT A FLORIDA REGISTERED _1".T r• = O NOT PART OF THIS APPROVAL ENGINEER OR ARCHITECT WHICH COW.RECOME ENGINEER OF RECORD(EOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.".ENGINEER'OF RECORD.ACTING AS A DOEDATED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 64WNEER TO THE P.E.D.ENOIPEER SHALL SIM"TO THIS LATTER THE SITE SPEcmc OAmNGS FOR REVIEW. �irr��••.!'10R10T}�•®0 ` COME IETO CONTACT THE FLORIDA BLDG.IM)LAR MATERIALS SHALL MEET THE �� CODEE-THIS ROFE SCALL SEAR THE DATE AND ORIGINAL SEAL AND SK.NATURE OF w l 2-31 THE f>INOFT]S91ON/J.ENGINEER OF RECORD 11AT PREPARED R. � � (11 1 haat 1 of t f. f• •. •f . . . . . . . . . . • • ••• • f • • •f• MEAD ANCHORS • .. • . {�.� OUSTER OF 4 OR B • .. AT STU ENDS • • •• • R' • •• •.• • M SEE CHART ON SHEET 3 • ^� • • • • •• 24'MAX FOR CAPACITY f • f • • • • h • • • • rrZ MFAD ••f ... ... ... I\. • ••• •f• •f•. •f• P W m N � `� HEAD ANCHORS TYP• •• • • • •• ff• •• ilk 297 3/8' • • • • • • • • • Q' c D40R WIDTH • • • • • •• 100 • '1A• • •• a -- --� m 0 IL Q A Q�'Q3 ago 0 Qz L4 z� 0 Bi .0 Via " _J x moo 43 3/8" 43 3/8' D.L OPG. D.L.OPG. SINGLE ROW DOUBLE ROW 51 JAMB ANCHORS JAMB ANCHDRS PANEL WIDTH 57 3/8" Y 3" 2a'MAX I PANEL WIDTH .. T1'P. dM(81nRS CQ I CI TYPICAL ELEVATION 3 TRACK FRAMES SHOWN /n.m.mulls, 4 TRACK FRAMES SIMILAR G`' ism- AT 3'D.C. a MiLLIL ��•'• 8'D M1.JF �• drawing no. Qf3 0 see •• i• • 4 • •• •• • . . 4 • . . . . . . • • ••• • • • • ••• DESIGN WAD CAPACITY - PSF n8i UORT REMW. • ••&'G86'3/16'HEAT STREN°D GLASSAVEMM AT SDIE D� • • s • • •.IMedayx PANEL WOM — EXT.(+) Oti.(-) •.• ••• •••SoOax Clear And Color Gloss 36 70.0 70.0 OR'Eastman Chemical Co.' 42 70A 70.0 20 a 9 o ,t v 080•Unerlayer 48 80 70.0 70.0 ••• • • ••• ••• •• ••• d DuPont Butacite PVB 54 70.0 70A • ••• • • • • r• • (� •f a By'EL DuPont De Nemours&Co..Ina' so 70.0 70.0 • • • • • •• • h 3/16'HEAT STREN'D GLASS 36 70A 70.0 • • • • • • • • V a •• • • • • • ••• •• C �"�S �n 42 84 70.0 70.0 () n tNp g 48 70A 70.0 i :p g 9 SILICONEGE GE54 70.0 70.0 RasS7700 36 70.0 70.0 Z 1 42 s0 70.0 70.0 4 48 70.0 70.0 ` i I 36 70.0 42 88 70.0 70.0 48 1 70.0 70.0 f o I� L ro GLASS TYPE 'G6to ' rn 7/18'OVERALL LAMINATED GLASS M co � c J> Q v1/4•TEMP,GLASS LtGBT0046 1 RBINS. U v3/8*AIR SPACE AVERAGE PANEL WIDTH = DOOR MOTH Z Q-01 NUMBER OF PANELS $3 0 v^ 3/16'HEAT STREAPD GLASS-Ow Int I Z v Sofiex Clear L Color GUM ALL EXTERIOR(+)LOADS SHOWN IN CHARTS ABOVE ARE g gma D'Eastman Chemical Co.' FOR DOORS WITH 3-1/2'SILL HEIGHTS. —� ��h+terloy� FOR 2-3/4'SILL HEIGHT LIMIT EXL(+)LOADS TO 80.0 PSF DuPont Butaoite PVB FOR 1-3/4•SILL HEIGHT LIMIT EXT.(+)LOADS TO 34.7 PSF pp��... Sy'EL DuPont De Namours&Co.. Inc.' SEE SHEET 4 FOR DETAILS aI �i 3/16'HEAT STREN'D CLASS CQ L ill&IfI i 1 'd SILICONE H u GE ROS 7700 % a w O u� 0 % " v GLASS TYPE 'G6A' 1-1/16.OVERALL lNSUL IAM.GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE •'••• r drovri no. BASED ON ASTM E13DO-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 'r®NIAj't1M��M sheet3.1of13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/16'HEAT SRLEWO GLASS _ -1/4"HEAT STREN'D GLASS DSBTGN LOAD CAPACITY - PSF 090"InterloYer 090"h terloW LIGHT RENF. I� REDIF. SafWc Clear NM Color Gloss Sattex CLmr And Color GlassZZ By T autumn Chwdcd Co.' By'Eastrtmn ChenBcal Co.' 'Gt' Y78' '04 'GI'.'Cd'&694 •• au - &'- • ril 0 3/1V HEAT STRIM GLASS 1/4'.HEAT STREN'D GLASS MOM Z AVERAGE MUSTR NEL 00�HDQ1T S8'E T 4E ATe OF tAIDS 6END5 C m SILICONE SIt(CANE 9x:6a 9xNEs EXE(+) INT.(-r EXT.t4) -.(•� F]f1!(4p R41'{�06E1TL(fij INT.(-) 32 GE RGS 7700 m GE ROS 7700 36 60.0 60A 80A 60.0 s.o 96.0 60.0 95.0 �.o g 8 m 42 60.0 60.0 $Do 80.0 smo 95.0 80.0 95.0 �� V +� o $0.0 O 95.0 ' 'SS" 80 some •solm &.0• 095.0 60.0 95.0 n LL 35 35 s0 60.0 80,0 .0 .B .0 95.0 V gc a 66 BOA 60.0 60.0• 0.. 89.0 a 667.6 Soo 9" zo $ S.3 36 80.0 60.0 604 60.0 0 0 96.0 0.¢Qq a SCi 42 BOA 60.0 68.0 60.0 SMO OLD ✓(Lo 9S0 it 48 Sa $0.0 80.0 60.0 8000 80.0 94.460.0 95.0 B LS GLASS TYPE 'Gl' GLASS TYPE 'G2' 54 60.0 60.0 60.0 BD.D no 88.3 am.o 95.o 7/16'OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS so BOA 60.0 80.0 SD.O 60.0 839 sob BSA Q $� 38 60.0 60.0 60.0 60.0 50.0 95.0 Sam 95.0 .1. 42 SOA 60.8. SD.^ ROA_ 80.^_.I- 93.9 BDA 9AC ':STT.�IdD C c 46 ' 60.0 60.0 iloo 60.0 80.0 I 859 SDA 96.0 DuPont Beemours&Co..hrc.' DuPony'EI.t Sedgy B 84 60.0 60.0 60.0 60.0 79.9 79,9 BDA 95.0 36 60.0 60.0 60.0 60.0 Bob 95. � I 94.4 SOA 0 a-" 42 80.0 80.0 80.0 80.0 60.0 64.1 80.0 950 ` 1/4"HEAT STREN'D CLASS 48 88 80,0 60.0 80.0 SOA 76.5 75.5 60.0 95.0 p m m m g'� SILICONE b4 SOA 60.0 60.0 60.0 70.9 70.9 80.0 95.0 'm I� GE ROS 7700 36 - - 60.0 60.0 60.0 60.0 60.0 ,60.0 d 42 102 - - 6D.O 60.0 soo 60.0 60.0 60.0 c Z:6 1 \ 48 _ - 60.0 60.0 50.0 60.0 60.0 BOA w (n¢S �+ " I 36 60.0 60A B0.0 60.0 60.0 o c~v 35 42 108 - 80.0 ' BOA 60.0 80.0 80.0 s0.0 0 P to 48 - - 60.0 60.0 S0.0 Soo 60.0 60.0 $3 Z^ ri 7- CLUSTER OF 6 APPLICABLE Sm" AT HEAD ONLY GLASS ME '133' CLUSTER OF 4 TYPICAL AT SLL =� 9/16"OVERALL LA eJhlA-ED GLASS LTJ m-.1111 1/4' (ENa.GLASS \/4'TEMP.OLASS ylaElT BE= ggp9y � C3/8"AIR SPACE 3/8'AIR SPACE DOOR WIDTH AVERKX:PAX-- :,::.F.ffi I'-1 3/18'HEAT }'TREND GLASS 3/16-HEAT SIREN'D CLASS Y `` NUMIRER-IV PANELS ` Ago'Interlayer A90"InterlaW ALL EXTERIGR(+)LOADS SHOWN IN CHARTS ABOVE ARE . Safiex Clso-And Color Glow IhlPont SentryGias By TAstrmn Chemical Co.' By•F-L DuPord De Nemours&Cc.,Ino.' FOR DOORS WITH 3-1/2"SILL.HEIGHIS. ma 3/16'HEAT SMM-0 GLASS 3/16'HEAT STREN'D GLASS FOR 2-3/4"SILL HEIGhT DMR EXT.(+) LOADS TO 60.0 PSF (y 1.1 r FOR 1-3/4"SILL HEIGHT DMR EXT.(+)LOADS TO 34.7 PSF mm w SEE SHEET 4 FOR DETAILS 3 m GRGSILICONE � GEOSILICONE �o c m I GE RGS 7700 m U GE ROS 7700 � I 3s 3s $[ `' % 9A 2A 70592 NOTE: T GLASS CAPACITIES ON THIS SHEET ARE �F v' drawing no. BASED ON ASTM E1300-09 3 SEC. GUSTS ' GLASS TYPE 'G4' GLASS TYPE 'G5' �� RO�IIP W12-31 AND FLORIDA BUILDING COMMISSION 1-1/1B•OVERALL INSUL LAM.GLASS 1-1/1r OVERALL 1NSUL.LAM. Of DECLARATORY STATEMENT DCAOS-DEC-219 //®�� t�� sheet 3 of13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 9 • •• • • • •e a e • • • e •• •• • • e •• • • • • • e• z mm a ----___ • e • • • • • e e 0 J OX(SHOWN) • • ••• ••• e•• a I XO y o XX •• • • • •• •e• •• 'Eu Q •• i00 i i �• •• ® 'o o- b I b o- • • • • • • a. • • • • see •• 4aa -------- �--.y�--� O o m E OXO (SHOWN) XXX (SHOWN) ------�--�I- •------ 3 OXX 431,111 XXO XXO 16, OXXO DXXO(SHOWN) PI)xxxx xx xxxxxx a APPROVED CONFIGURATIONS APPROVED r-C)MMURATIMMS V NON—POCKEIF_D DOORS rWO (2) TRACK FRAMES NON—POCKETED DOORS THREE (3) TRACK FRAMES o � ZF3i0) O N ma CQ Oxxx(SHOWN) xxxo .a w a �g< n .• N0.70b82 Oxxxxxx0 (SHOWN) XXXXXXXX �W--'- -�Y.M--r- :•• WD ; v Browing no. APPROVED CONFIGURATIONS •• . �Vm��cs\. W12-31 NON—POCKETED RS FOUR (4) TRACK FRAMES III �� meet of t3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... -- I < ' o- • • • • • • • • • Z ll lu� PX (SHOWN) :00 ••• 0:0 • � 1 XP --- 51 PXXX(SHO" 21 1 . X)XP 29 i 0 PXX(SHOWN) _ XXPLi 1 OI Ira � e i . n . �•� Io- a •� }I y I � 1� 1 . PXXP(SHOWN) _ PXXXXXXP (SHOWN) n PXXXXP(MOWN) APPROVED CONFYGURATIONR Z N m APPROVED GONFI-URATIONS c O .POOKETED DOORS n g� a T190 ( ) TRACK FRAE3 POCKETED oRs 1d' THREE (3) TRACK FRAMES I z n.v CQ - - J ko a-- m PXXXX(SHOWN) XXXXP GT+ oS4 :9 g --- --- L°°c< I i I --- PXXXXX)=P (SHOWN) ice.•':• T.,R ± � EreWi(Ig9 no. APPROVED CONFIGURATIONS POCKETED DOORS FOUR (4) TRACK FRAMES ��®IIYAd sneer 5 of 13 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . TYPICAL ANCHORS W PAIRS SEE ELEV.FOR SPACING TYPICAL ANCHORS tYPICAI•ANCHORSO • • PAIRSW PARS• • • • •• PAIRW 6LE. WOOD BUCK ELEV.FOR SPACING SEE FOB•PACIN• • • 9�ELBI.•FOR SPACINGEDDE Dom,. kl �2 7/2• • • • ,�� • • Z n. � Li • • • • • ou O = • • A s 40 L ANCHORTOBECOVERED WRH ACCESS HOLES 4 m K 77 PLASTIC CAP Q I F.B.C.Amin MULLION 1 m j SEE SEPARATE APPROVAL J O i y 1 , WOOD BUCKS AND METAL STRUCTURE NOTBY T.M. WDW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I o I AND TRANSFER THEM TO THE BUILDING STRUCTURE. ` I � QJ1 I I 1 TYPICAL ANCHORS' SEE ELEV.FOR SPACING ��m Iraq= (F=o7 KSI.Fy=155 KSI) -1/2" MIN. PENETRATION INTO WOOD THRU 76Y BUCKS INTO CONIC. OR MASONRY OU i 1-3/8' MIN. EMBED INTO CONC. OR MASONRY g c� = ' I Z Z O a 1 I 1 DIRECTLY INTO CONIC. OR MASONRY $' ` 9 I + ( 1-3/8' MIN. EMBED INTO CONC. OR MASONRY IH z I 1,W Ilk_SELF DRILLING SCREWS (GRADE 5 CRS) ISI g m a W I I INTO METAL STRUCTURES rte" i STEEL : 1/8'THK. MIN. (Fy - 36 KSI MIN.) 1 I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) toI I 014 SMS OR SELF DRILLM SCREWS (GRADE 2 CRS) Cit I, I IJ ` 4 INTO F.B.C. APPROVED MULLIONS (MIN. THK. - 1/8") t2 rg (NO SHIM SPACE) Ot TYPICAL EDGE DISTANCE iNTO CONCRETE AND MASONRY - 2-1/2" MIN. k" ' STANDARD INTO WOOD STRUCTURE - t" MIN. c INTO METAL STRUCTURE = 3/4' MIN. 9 7A g< WOOD AT HEAD.SILL OR JAMBS SG- 0.55 MW. CONCRETE AT HEAD.SILL OR JAMBS f'o=3000 PSI MIN. C-30 HOLLOW/FUED BLOCK AT JAMBS fm - 2000 PSI MIN. 6' HIGH STRENGTH GROUT +. 1'e=5000 PSI MW. .b MMUUST�TRAANMSFERR SHEAR WEEPHOLESLOADSTO : SHI]a OP OPTIONAL STRUCTURE WI = (6) 1"WEEP NOTCH AT EACH END OF SILL SHADS ; e W2 - (6) 1"WEEP NOTCH AT EACH END OF SILL ®-'- rel ;lyIf drawing no. TYPICAL ANCHORS SEE ELEV.FOR SPACING �,��'•.......• ,� W12-31 TWO (2) TRACK DOOR DETAILfill sheet g of13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • •• •• • 11 .•• ••a a.• •i• •i• ••• Q IL1 00 •• �.i i i i �• •• Q$ v LL Q mi to 1 a � C, � M � a I j+ 47 O N l+J I z'mr za a a ISILICONE N Hma I 4A co to 1 T4 N r � ' a HI—PROFILE 36 � • 2AHP Q a � ♦ M .. ...... .... ... 11 11 �// _ e• 'HIGH STRENGTH aTTOUT LIMIT MAX. LIMrc MAX. tHMiT Max. ' DOE GST.+• '4. f e 5000 PSI MIN. DCT.(+)LOADS FXT.(+)LOADS E1R.(+)LOADS S:''11BF''•. 3 �� .. NOT BY T.N.WOW. TO'54.7 PSF 'f0 80.0 PSF TO 80.0 PSF ;• No.70M n 3 0DRE STRUCTURE =* �' 8 SHIMS OPTIONAL •� .•. �•'•. �P TYPICAL ANCHORS drawing no.AZOfKIIP - SEE ELEV. FOR SPACING � ��•• �� W12-31 TWO (2) TRACK DOOR DETAILS TYPICAL ANCHORS - • •• • w • •• �� ~ IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING • • • • • •• w• + N 1/4-MAX. • • •• • • • • • •• SHOM � © DLO. .•. .,' :•).:. .:. F9 m • LIGHT REINF. a 8 '2a HEAVY REINF. S p • - - _..... ....... . •Y• •• r --' ............ ---- • • • 38 • 0t v 1T v t� • •• -- • ••• •• C as S IRE7 II m r a D.L.O. I EXTERIOR PANEL WIDTH i g NN a DOOR WIDTH I M 1 LIQ !" WOOD BUCKS TYPICAL ANCHORS w �' Q= IN SINGLE OR DOUBLE ROWS SEE EM.FOR SPACING 0 m 1/4-MAXIH S sHDes 70 1/4' 1/4`MAX >> --•I 7d$ j� SHDAS -`' S.pNS 1 Z a a oma Mnk STRUCTURE� Ell 3D s �4'• 33 DOOR WIDTH • c TYPICAL ANCHORS TYPICAL ANCHORS S ELEV.NGLE . E OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS SEE ELEV.FOR SPACING IN EM.FOR SPACING 1 111111 ! ... ^ ^ gg i _' do 70892 _ n 8 •� ^�• �- a S •B 5 r ' TSR � � dYOWi�o W12-31 TWO (2) TRACK DOOR DETAILS of ��`% sheet g ct13 . . . ... . . . .•• . .. •. . . . .• .. . . . . . . • . . . . . • •.. . . . . ... TYPICAL ANCHORS �} IN PAI[ SEE ELEV.FOR SPACING • •• • • • •• _ M • • • • • •• •• •Iffy N AGE ow, 2 i/2' WOOD BUCK • • • • • • • • • Z a• a°. ° STAGG • • ••• ••• ••• • H W • d 0d j � •• • • • •• ••• .0 • 00.•0 e ••• • • • • •• • • • • • • • • • • Q to M � F I �HU 1 I III t C3 a. I I I i I IIT YI + d N I I �i I iSn F V x O �I ONto 1 dl fl d, O li I I I I II ArW-1 11 i � e 17 � 36 a O w Bl o g STANDARD 28 < t fill,, . ..111 •°POURED&HARDENED �w•� •,6" 4, ,% .. • RIGH STRENGTH GROUT ' m • .. fee 5000 PSI m ` �P••� ••••• �. EWEDIST. ..2-{ � :a NOT BY T.M.WDW. AGGERED MUST TRANSFER SHEAR �• µ�µ tt LOADS TO STRUCTURE - 9 S TYPICAL ANCHORS SEE ELEVAFOR—SPEZ �M" FOCAL R SPACING TIiREE (31 TRACK DOOR DETAILS �,�; O�DT'''6�®�� W12-31 FOUR (4) TRACK DOOR SIMILAR ®� � onset g of13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 7M'PR•AL ANCHORS IN sINDLE OR DOUBLE RM ` • •• • • • •• Fl SEE ELEV.FOR SPACING (Q • • •• • • • • • •• 1/4-MAX• • • •• • • • • gtMS Q m • • • • • • • to • • •f• ••• ••• •• 5 11 2B Qg � a • • • • • •• • • a v m .. ... .. 6( ga<g pas�� e TMCAL ANCHORS L LIMIKkXT LOADS M 360 PSF eat ;� 6 O O �Q 24 N4= 1:3j:a —� cam. W 35 Y �_— - -;;P _:1 - � � m EXTERIOR ___------- ----------- ta � to 16 g .......... .. / FL #15726 �:=viceNse •. /� •':• 8L T�F �` droving no. THREE 3) TRACK DOOR DETAILS ^ FOUR (4) TRACK DOOR SIMILAR �® sheet I0 of t3 • . ••• • • • ••• •• •• • • • •• •• • • • • • • • TTBM PARI' QUANTITY DESCRIPTION MATERIAL MANF./9UPPL18R/B OUM IA TM-347 1 2 TRACK FRAME HEAD 6083-TIS • 000 11� 18 _ TM-333 7 3 TRACY FRAME HEAD gp63-Tg • • •• • • • • • •• N 1C `TM-336 1 4 TRACK FRAME HEAD 6063-TIS • • • • Z F. 2A TM-331 1 2 TRACK FRAME SILL 5053-TIS - • 000 •• ••• • O Z 2B TM_334 1 3 TRACK FRAME SILL Sm-TIS 2C TM-337 1 4 TRACK FRAME SILL 6083-TB - O U u TM-332r2/ z a TRACK FRAI,tE JAMB 8083-re - ••• •• 39 TM-3352 3 TRACK FRAME JAMB 6083-TB 0. • • • • • • 3C TM-3382 4 TRACK FRAMs:JAMB 6063-Ta _ •• • • • •• • 0� a 4 TM-321 PANEL PANEL TOP AND BOTTOM PAR. eon-Tu - • • • • 4)4A TM-330 PANEL PANEL BOTTOM RAO.(HIGH PROFILE) TIS !• • • • • ••• ••22 0 y 5 74-3 1 PANEL JAMB STILE BO3-TIS - a @ o s TM-323 AS REDO. STD.INNER INTERLOCK 6083-TIS 7 TM-324 AS REOD. I STD.OUTER INTERLOCK 80 .m - 8 TM-326 AS RECD. ASTRAGAL.STILE 6063-TB - F 9 TM-327 4/PANE_ GLAZING BEAD(IAM.GLASS) 6063-TB - 9A TM-326 4/PANE. GLAZING READ(LATA INSUL CLASS) 6D83-TB wul I 10 TM-348 I/OX.PAW. I MY. PANFL MR 8063-Ts �- 11 TM-349 AS REOD. FIX.PANEL CLIP COVER 608346 - m 12 TM-339 2 JAMB COVER 6os3-T6 13 TM-347 AS REOD. POCKET DOOR HOOK 8063-TB 14- TM-341 AS REOD. Y SILL RISER 6063-TIS 14A 1M-342 AS REOD. 2-3/4'SILL RISER 6053-TIS 146 TM-343 AS REM. 3-1/2'SILL RISER 6083-T6 ISA TM-350 AS REOD, 2-3/4'SILL RISER 6083-T6 159 TM-351 AS REOD. 3-1/2'SILL RISER 5063-T8 - 1s TM-34D AS REOD. SILL ANCHOR COVER - 6063-Ts - $ 17 TM-354 AS REOD. SCREEN TOP&BOTTOM RAIL 6063-TIS - I C)N 6 1s TM-355 AS REOD. SCREEN STILE 6053-T8 - m °D 19 TM-357 AS REGO. =0 SCREEN STILE 6083-T6 20 TM-356 AS REOD. OXO SCREEN ADAPTER 8063-TS - �y z a;g 21 TM-344 AS REQO. FRAME HEAD SCREEN AWWTER(3&4 TRACKS) 6053-TS �0 0 22 TUI-345 AS REOD. F1LtME SILL SCREEN ADAPTER(3&4 TRACKS) 8083-T8 _ y 7=ma 23 TM-346 AS REOD. I FRAME JAMB SCREEN ADAPTER(3&4 TRACKS) 8063-T6 24 TM-328 AS READ. HOLLOW STIFFENER 8063-T6 - 25 TM-329 AS READ. SOLID SfffFENER 6063-T6 - 26 27 #10 X-3/4' AS REOD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS c 28 *72 7: 7' Fns Y SCREWS S1.-STW-1 FM SMS 29 #10 X 1' AS READ. FIX PANEL SCREWS,AT 8'FROM ENDS&24'O.C.MAX. ST.STEEL FPF SMS/TEKS 30 - 2/PANEL ROLLER ASSEMBLY - H57D li 31 - - MORTISE HOOK LOCK - FASCO a 32 EMISKN102o 4/LITE MAzwG GASKET O/16'LAM.GLASS) VINYL ULTRAFAB Ts, 37A W32=1 4/LITE GAZING OASKEI (9/18^LAM.cuss) VINYL AMESBURY SEALANTS: o m ffi 328 W32ot9 4/LITE GAZING GASKET(OPSUL LAM.GLASS) VINYL. AtESWRt FRAME AND PANEL CORNERS AND INSTALLATION SCREWS 33 21315 AS REOD. FTN SEAL PILE WSTRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. g< 33A 33371 AS REOD. FIN SEAL PIE WSTRIPPING - ULTRAFAB 11 1111 O 34 - AS REOD. BULB W'STRIPPING VINYL - ��4A 77♦ n 35 - 2/LITE SETTING BLOCK,5/18'X 1/2'X 2'LONG EPOM LAMATEK Q.,.^:...... 35A - 2/LITE SETTING BLOCK, 1/8'X 1/2'X 2'LONG EPDM wuATEK =37 - AS REDD. SELF ADHESIVE PILE PAD(1-3/4'X 3'X 3/4' WOOL ULTRAF'AB - do.705mAS RROD. SELF ADHESIVEPILE PAD(1'X 2-7/18•X 1/2') WOOL LILYWASAS READ. SELF ADHESIVE PILE PAD(1-5/8'X 2-7/16'X 1/27 Wom LIL7RAFABAS REOD. SELF ADHESIVE PILE PAD(1/8'X 2-7/16'X 3/4') WOOL II.TRNFAB T�P _ Y tlIn•ing no. �� W12-31 A7 FYY AL •• •• • • • •• •• • • • • • • • • • • • ��5.,52� 6.500 BJ398 •-� +288 /��u 07$ .078 I • •• .078 • •• f (Y • • • •• 9• M' Ll • t 269 N 289 .997 1288 .997 1269 • • • • 1 _d • . • • • • .89 f .3361� .124 1.623 Z i 93, .83, . 1.267 t.267 1267 .t Z4 .124 1.82 0 g 1.823 +A 2 TRACK FRAME HEAD 1e to s• • • • •• ••• •• 1.823 O 3 TRACK FRAME HEAD O •4 TRACK I yEAtty -5,368 8.m3 • • 79! • •• • •• 5.548 6.419 1,82 8.5,7 V •tl� • • •• • • ••• +•• 1.823 .078 ; �.oso asa I 40 .788 .942 942 .942 F .078 a,'�m& L .078 s .. 5.142 2 TRArR FRAME SILL On, 3,RAi:n FRAME SILL Zt 4-!PACK FRAME SILL 6 m 1.447 2000 �-3.62 ^ I °� l t 264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB � 1.573 1.490 r 249 $ m � F.078! 1 i f .100 .osu es7 .897 p ci M 3.062 I j 3.895 -4.000 1 z J '� " i��11� 4.000 � .125 je-2.397•--�{ = JWy tL • -1.781Y- .078 V PANEL JAMB STILE 1e SILL ANCHOR COVER ,.677 1.327 I .t2S I 1.887 .575-" L 9- .094I� �= $gym --_�- :.310 i 1.8851 I .882 o Z 0Z 0 . _ 244,-s'• 1.900-� 312 i�n Q W 298 082 .532 .76 IIS ��Qa .� PANEL TOP & BOTTOM RAIL ® ASTRAGAL ADAPTER 1 .726 I 0 q 1---4000 GLAZING BEAD 12 JAMB COVER 24 HOLLOW STIFFENER ® SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) 078 I Q LAMINATED CLASS .-.x.750 .75Db- .130 310 1.923 rl i ,. . � � 750 .476 2�u .078 I i-4.812- 1.490 49,2 ms '- �--� ,.752 t 2 _ 2428 93.0?8 9OLAM.LAZING pV.SUL GLASS G BEAD 3 'm 0 8' O STD. INNER INTERLOCK I I 7.082 1,714 ,5 kms-3.,40 u a� .98Z t 071 1-3/4'SILL RISER Q 2-3/4'SILL RISER 78 3-1/2'SILL RISER 13 POCKET DOOR HOOK o 4.40 �_ II .374 111 LILT 7j 2�8 .094 ➢I-OI- 10 19 O 23 FIX. PANEL CLIP 2 .094672 77771 0 094 3.422 I'b.70L92 r367 1.625 .893 -*.. •3 '`t -moi 1.407 W- _-P. 3.062 .050 T( - .076 .893 912•. .;• It- � droving no. (3 W12-31 ® �ORM9P BOTTOM RAIL (HIGH PROFILE) O STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 1-3/4' SILL RISER +'M 2-3/4'SILL RISER 3-1/2'SILL RISER FL #15726 4 11 Lt + ahaet�QofT •• •• e • • as •. • 0 • . • • • •e• • Q • • ••• • •• • • • s• •• • • • • • •e • • • • i �•• s�• • • :•• 3 e j •e• •• •ee • F pN N f •• • •• A-••• •• A • " • • y• • • *00 as r wt �W i a 1 n ^I a PANEL TOP/80 rOM CORNER ON O Z0000 lu I MEAA c 1 I � o I i �g< n FRAME BOTTOM CORNER *•• - $ Al. drawing no. Roraq" �� Wit-31 Florida Building Code Online Page 1 of 2 ,may,r Deed SCIS Home I Log In i User Registration j Hot Topics I- Submit Surcharge I Stats&Facts Pubi cations FBC Staff ( WJS Site Map ( Unls Search Bus�nes Approval ,ro essi I *Product USER:Public User i Regulation --------oproyal Menu>Product or Aonikation Search>Application.Ust>Application Detail (a;, FL# FL18427 Application Type New Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer AWP Windows and Doors,LLC/formerlyTrulite •••• Address/Phone/Email 8130 NW 74th Ave • • Medley,FL 33166 i• •• 6666 6666•• (305)887-2646 •• • •••° • beros@aw Ilc.com 66%66 • • • 9 P 6666•• •• • 6666•• 660.66 6 • • Authorized Signature Gerardo Beros 0000 6• • :6 6•• gtr6ros@awpllc.com • • • • • 6.66 • •• •0000 6666•• • • 66660 Technical Representative - • • •••••• •• •• • •6006• Address/Phone/Email •• •6660• • • • • • •6066• Quality Assurance Representative •••••• Address/Phone/Emall • • • •••••• 60 6 6666 6 6 Category Windows Subcategory Mullions Compliance Method Evaluation Report from a 11orida Registered Architect or a licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By esusonza ez,P.E. ® Validation Checklist-I lardcopy Received Certificate of Independence FL18427 RO COI SS-Aluminum Tube Mullion(LMI)-CI 2014,pdf Referenced Standard and Year(of Standard) �ndard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code ho://www.floridabuilding.org/pr/i)r_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7... 1/14/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/05/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 1-84-27-1-1 Series Aluminum Tube Mullion Large missile impact resistant aluminum tube mullion. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL18427 RO I"1 SS-Aluminum Tube Mullion(LMI)Dwo Approved for use outside HVHZ:Yes M15-07.Ddf Impact Resistant:Yes Verified By:]avad Ahmad PE#70592 Design Pressure:+140/-140 Created by Independent Third Party:Yes Other:See drawing M15.07 for span vs load combinations Evaluation Reports and installation details. FL18427 RO AE SS-Aluminum Tube Mullion(LMI)-PAE 2014.0f Created by Independent Third Party:Yes FEE FEE •••• • • 0000 0000•• •• • 0000 • Contact Us::1940 North Monroe street.Tallahassee.FL 32399 phone:850-487-1824 • • • • 0000•• •• • 0000•• The State of Florida Is an AA/EEO employer.Cooyriaht 2007-2013 Stale of Florida.::Privacy Statement::Accessibility Statenllnt;:Refund Statement Under Florida law,email addresses are public records.If you do not wantyour e-mail address raleaied in response to a publLLcc request, of seyl •••••• electronic mall to this entity.Instead,contact the office by phone or by traditional malt.If you have zny questions,please c Cac 87.1395, riF • • Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Ilcerised under Chapter 455,F.S.must provide the with an egall� d ••••• they have one.The emalls provided may be used for official communication with the licensee.However email addresses are pu I c record.If you do no wt 11 • • supply a personal address,please provide the Departmant with an email address which can be made avallable to the public.Tg0%t%Vgp jf you are iWicense%under 60000 Chapter 455,F.S.,please cllcic hsM. • • •••••• Product Approval Accepts: •• •• • ••••:• 0000•• • • • • • • 0000•• sc�cnl-1 Ab6!]`nlCS •••••• • • • 0000•• •• • 0000 • • http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7... 1/14/2016 A -FAROOCORPORATION CONSULTING ENGINEERS & PROD.UCT DEVELOPMENT PRODUCT APPROVAL:EVALUATION. RUILIE CHAPTER Al020.3-:METHOD 1 oFrION D Fd.18427 Date:09/28/201S Detailed Product Desedptlon; Manufacturer:AWP WINDOWS AND DOORS,LLC. Manufacturer Address:8130 NW 741"AVENUE-MEDLEY.FL 33166 Madel Name:SERIES AWMINALO TUBE-MULLION .... Maximum Windawr Widtb:74" • . . .... . ..... Maximum Span:144" •• • •••• •gooses . Maximum Load +140 M.140 PSS(Large Wsslle impact) •••:•• •• • Install$tion:Drawings 8 NM15-W 0000 •••••• This product complies with the thigh Velocity Hurricane-Zone(HVIC).testing req.0 rengqts. ease,• The a#sn a r:>�aximum parameters dp:hotoccixr:simaU taneousiy. See installation drawings for combination;of spar,vs46ads and anchor:type -+ - Com Comparative analysis used. X Yes _iaio' ••• MandatoryTests jTwted ioaccordance.t�itir AAit�A 101/i.S.2j'IVA S=D2trW-202) • ,•• • M1 W— V I., ASTM E330 Un.ifPrm:Static i'eraestratiori'TestirrgQ9j21/J996.. fTl-177 Ymi)i;.KurI,P:E. &TAS 201 Air Press. Laboratory,Inc. suppdern (. 1 Tem i'ested::in.accordance+rviil9 TrAS-201 and TAS-�Og) fBC'1626.2 Larg2.�9issife:' FeiSest atioli Testing,. D&30/2011 l.•.fL-%W : lvlariir6 D;6rins!on,:P.E. (TA+S 201& Impact& Labaratoi.y,Inc. 02/01/2003 FrL3284 Luis&Figueredo,P.E. 203:) Cyclica2/20/10X1 F-3283. . 1.uisA.Eigueredo,P.E. g2/04/2002 M. -3282 Luks.A.Figueredo,P.E. 12/24)/2001 t,";L 3281 Luis A.FIgudredo,.PX. Under the iirnitations-of theattached installation*awln8 ,to the'best of:.my knowledge-and ability,the above Oct 2ttfos s to the re uirem-ents of the 2014 F.foriataBuiFdin Codes Eval . p}4Ft1VY;; ivaation tteport=;~nglrieer +� Apt , V��* a Javad Ahmad.. RE#71159Z Al-Farooq Corporation 1235 5W371'Avenue Miarni,FL 331';j .T$05.+264.8300.. F.305.161.5979 { mafeen .corn {c of .com . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... b .750 1.625-11.716 y.V s .. •• M1 . .. .. Z . z • foe • TYPICAL 2.250 2.250 E 0. GLAZING PRODUCT • • ••. .• • • • • 125 �1j r 125 4.000 �••• .•• 4 0 • ... .•. . 1.719 .000 1.266 0 4.000 oC n oLL 'IYP EL d 1.000 0 Q O WIN0 ca ooW FRAME �- MULLION CLIP UE-65) (6063-Ts) MULLION CLIP (ro63-T5) mc W c (ALT.TO ANGLES) (ALT.TO ANGLES) Q a CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS INTO TUBE MULLIONS. ly 6.000 1,2.000— .000••1 -'i.723 Jn ALL TUBE MULLIONS TO BE ALLOY 6063-T6. to J H+—2.000�-I .125 Z 1.613 1.613 O - 0 n MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 1 o HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Ld m!Z w a MULLION CLIP(6063-T5) MULLION CLIP (60x3-TS) to F M e CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG Q r INTO T118E MUWONS. INTO TUBE MUWONS. (NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS READ.) Z Z QI3�w -j .125 I 2.000 ! � f I 1 RECTANGULAR ALUMINUM TUBE MULLIONS 2.000-- IDI I .I USING MULLION PROPERTIES ONLY j NOTES: UM WON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANGLE CLIP (6063-TS) LHPRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE MJDCAN SEUSED WITH ALL F.B.C. APPROVED IMPACT ANNNNDIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY NON-IMPACT RESISTANT PRODUCTS. ICANE ZONE(HVHZ). - --- .- W C 0 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INSTRUCTIONS: °o INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. USE CHARTS AND GRAPHS AS FOLLOWS. A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER FL x'18427 IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC C WOOD SUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. c -- --� LOADS TO THE STRUCTURE �P 1 DEFERMINE DESIGN LOAD REQUIRED PER ASCE 7 B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND TU 1111I1IU ,P 1 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT FOR PARTICULAR OPENING. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). .� REQUIREMENTS. ON THIS DocuMENr. � �P:' CENRA•'•. i \ ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT C-THIS DUCT EVALUATION DOCUMENT N'ILL BE CONSIDERED INVALID IF _ ARE NOT PART OF THIS APPROVAL = MG.70892 •• APPROVAL. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED A LOAD DURATION INCREASE f5 USED M DESIGN OF ANCHORS INTO WOOD ONLY. USING CHARTS ON SHEET 2 SELECT MUWON SIZE WITH ENGINEER DR ARCHrTECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.D.R) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT COME UJTO STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER T {/may. CONTACT WTRT OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS IN STEP 1 ABOVE. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED P° W� ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE �® [drawing n0. OF THE FLORIDA BLDG.CODE. USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS SPE FIC DRAWINGS FOR REVIEW. i�••'•.�ZORIDw:' \\ BE STEPON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING _ M15-07 INIAC RDANCE WITHaURSR NT FLORIDA BUILDING CRO�DE!LY VISIBLE LOCATION MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE E THE PROFESSIONAL BEAR THE o RECORD THAT pREpARED rtSIGNAILRE OF G;N\\\ heet1 of 6 I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY -PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) V ij WINDOW DIMS. WINDOW DIMS. WIrQ DIMS. CP- -- 1X2 1X3 1 X4 2X4 2X6 - 1.d 2- 1*03 1XV 2X9 2X6 1X2 1X3 1X4 2X4 2X6WIDTH (W)MULL SPAN STD. STD. STD. STD. STD. MOTH(W)MULL SPAN.STl. .STD. SIO. 900 STD. WIDTIO(W)MULL SPAN Sly. STD. STD. STD. SPD. 19-1/8" 140.0 140.0 140.0 140.0 19-t/8" - 110.4 140. 1 .0 19- - - 28.5 41.6 115.6 0 Z �? p 26-1/2" 136.2 140.0 140.0 140.0 140.0 28-1/2" /-• •37A 79W 116.41 140.0 26-W2" - - 20.5 30.0 83.4 ROG D1NCT G DICT a O 30' 120.3 140.0 740.0 140.0 140.0 30 .8 70. 10. 140.0 30'� - - - 26.5 73.7 rt 37" 97.6 140.0 140.0 140.0 140.0 37° _ - 26.6 57.1 83.4 140.0 37• - - - 21.5 59.8 IL 42" 85.9 140.0 140.0 140.0 140.0 42" - 23.4 50.3 73.5 140.0 42" - - - - 52.6 Q 48" 38-3/8' 75.2 140.0 140.0 140.0 140.0 48" 84' - •20.. 044.00 6440. 14.v 4✓/ 132" - - - - 46.1 a 53-1/8' 67.9 139.8 140.0 140.0 140.0 53-1/8" -• - 39 5 12 53-1/8' - - - - 41.6 Wi 60" 60.2 123.8 140.0 140.0 140.0 60" - 0 -. 41354 5100 11116 600 - - - - 36.8 {�-� v 7 ARCHES TO BE INSCRIBED O 66" 54.7 712.5 140.0 140.0 140,0 66" __4, 0 - 32. 46 10 g6� - - - - 33.5 INSIDE RECTANGULAR SHAPE Q' 72' 50.1 103.2 140.0 140.0 140.0_ 72" - - 29.3 42.8 93.8 72" - - - - 30.7 HORIZONTAL MULLION Q 6 a g 74" 48.8 100.4 140.0 140.0 140.0 74" - - 28.5 41.7 91.3 74' - - - - 29.9 0 N W 19-1/8' 822 -140.0 140.0 140.0 140.0 19-1/8" - 34.5 74.0 108.1 140.0 19-1/8' - - 21.9 32.0 89.0 %�GIAZING 6 26-1/2' 593 140.0 140.0 1404 140.0 26-1/2' -E24,,9953.4 78.0 140.0 26-1/2" - - - 23.1 64.3 PRODUCT 30' 52.4 140.0 140.0 140.0 140.0 30' - 472 68.9 _14_0.0 30' - - - 20.4 58.8 a Z d 37' 42.5 115.3 140.0 140.0 140.0 37" - 38.2 55.9 139.8 37" - - - - 46.0d?' 3'." 101.6 140.0 140.0140.0 i2° - 33.7 49.2 123.2 42• - - - - i 4U.o 48" 50-5/8' 32.5 88.9 140.0 140.0 140.0 48' 96" - 29.5 43.1 107.8 48' 144" - - - - 35.5 GLAZING GLAZING53-1/8' 29.6 80.3 129.3 140.0 140.0 - 53-1/8' - 26.6 38.9 97.4 53-1/8' - - - - 32.1 PRODUCT PRODUCT JUJ 80• 26.2 71.1 114.5 140.0 140.060' - - 23.6 34.4 86.2 60' - - - - 28.4 Z 68' 23.8 64.7 104.1 140.0 140.0 66' - - 21.4 31.3 78.4 66' - - - - 25.8 2cn 21.8 59.3 139.3 140.0 72" 28.7 cr 71.8 72' _ 23.7 MUWON SPAN J M 7a' 21.2 57.7 92.6 135.6 140.0 74 - - - 27.969.9 74 - - - - 23.0 TYPICAL MULLION ARRANGEMENTS 1 - 42.7 88.1 140.0 140.0 19-1/8" - 24.2 51.9 75.9 140.0 N F M LLJ -- _ _ --- 1 WIDTH �W) wt z w2 3 v m 26-1/2* 30.8 88.7 140.0 740.0 140.0 26-1/2• 37.5 54.8 140.0 m 30" 27.2 77.8 140.0 140.0 140.0 30" 33.1 48.4 134.5 37" 22.0 63.1 119.6 140.0 140.0 37' 26.9 39.2 109.1 r'1 42° - 55.6 105.6 140.0 140.0 42" - - 23.7 34.6 96.1 O r_i 6 48 63' - 48.6 92.4 135.o 140.0 48" 108' - - 20.7 30.2 84.1 Z Z 3 WWy °0 53-7/8" 43.9 83.5 121.9 140.0 53-1/8" - - - 27.3 76.0 Z W 60" - 38.9 73.9 108.0 140.0 60' - - - 24.2 67.3 Q Q 66" - _ 35.4_ 67.2 98.2 140.0 66" - - - 22.0 61.2 m 0 72' - 32.461.6 90.0 140.0 72" - - - 20.2 56.1 - � 74' - 31.5 60.0 87.5 140.0 74' - - - - 54.5 19-1/8' 26.1 74.6 140.0 140.0 140.0 19-1/8" - - 37.9 55.3 140.0 26-1/2" -- _ 53.8 115.4 140.0 140.0 26-1/2" _ = 27.3 39.9 111.0 30' - 47.5 101.9 140.0_ 140.0 30' 24.1 35.3 98.1 II II 37" - 38.5 1 826 120.7 140.0 1 .37' - - - 28.8 1 79.5 I - I II .. 0 I O 42' 106.4 72.8 106.4 140.0 42" - - - 25.2 70.1 48" 74-1/4" - 29.7 63.7 93.1 140.0 Q. 120" - - - 22.0 61.3 53-1/8' - 26.8 57.6 84.1 140.0 53-1/8' - - - 55.4 60" - 23.8 51.0 74.4 140.0 60' - - - - 49.0 66' - 21.6 46.3 67.7 131.0 68" - - - - 44.8 'd. 72° - - 42.5 62.0 120.1 72' - - - - 40.9 p I X 2 STD. TUBE 1 X 3 STD. TUBE 4 SM. E 2 X 4 Sly.TUBE 2 X 8 Sl'D. TUBE 'm 74" - - 41.3 60.4 116.9 74" - - - - 39.8 _ �'YJ32 4i Sz332 3 950 a Sz633} .2.0374 51.0193 L2.B�6a Sz 4883 8.2764 52.7583 O NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. No.70692 2' (INTERPOLATION BETWEEN WIDTHS ALLOWED) drowing no. MULLIONS -,`�'' M15_07 FL #18 ��/si�®�A� 1�7`�`` sheet 2 of 6 .. .. .. .. . . . . . . . . . . ,,, o . . ... . . . . ... DESIGN LOAD CAPACITY - PSF DESIGN IAAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF =161i WINDOW DIMS. ANCHORS TYPEWINOW D ANCHO TYPE WINDOW DIMS. ANCHORS TYPEWIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH.W) U1.SPAN A2s .14„AA2 A60AAAe AAA4 B2 B4 WIDTH(W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 B4 19 1/8" 140.0 140.0 97.3 140.0 140.0 140.0 140.0 140.0 19 1Z8' + 2.4 (.0.0 44 5 88.9 114 40.0 140.0 140.019 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 Z �O 26 1/2" 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 26 142` , , 52.0 104.5 032.1 64.21 820 040.0 101.2 140.0 26 7/2" 33.3 66.5 20.4 40.8 52.4 104.7 64.4 128.8 C 30" 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30" 1 1 46-y" 2. 2.3 5. 72.7 140.0 89.4 140.0 30" 29.4 58.8 36.1 46.3 92.5 56.9 113.7 37" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 .140.0 37" 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 37" 23.8 47.6 - 29.2 37.5 75.0 46.1 92.2 42" 72.2 140.0 44.3 88.6 113.6 140.0 139.7 140.0 42" 33.0 66.0 20.2 40.5 51.9 103.8 63.8 127.7 42 21.0 42.0 - 25.8 33.0 66.1 40.6 81.2 O 48" 38 3/8" 63.2 126.3 38.8 77.6 99.4 140M 122.3 140.0 48' ,04', 028.9 57.7 ,- E594 050 90.9 55.9 111.7 48° 132" - 36.7 - 22.5 28.9 57.8 35.5 71.1 6 yQ 54° 57.1 114.1 35.0 70.1 89.8 740.0 170.5 740.0 54° 26. 2.1 - 2.0 1.0 82.1 50.5 100.9 54' - 33.2 - 20.4_ 26.1 52.2 32.1 64.2 ar O 60" 50.5 101.7 31.0 62.0 79.5 140.0 97.8 140.0 60" . . ,23., •6. ,- 28.3 36! 72.7 44.7 89.4 60° - 29.4 - - 23.1 46.3 28.4 56.9 0 eni 66" 45.9 91.9 28.2 56.4 72.3 140.0 88.9 140.0 66` 1• 66.1 40.6 81.2 66" 26.7 21.0 (� 42.0 25.9 51.7 0#1.� 2. `,8 - - - 72" 42.1 84.2 25.9 51.7 66.3 132.6 81.5 140.0 72" - 38.5 - 23.6 30.3 60.6 37.2 74.5 72" - 24.5 - - - 38.5 23.7 47.4 G 404 S t�.� 74" 41.0 81.9 25.2 50.3 64.5 129.0 79.3 140.0 74" - 37.4 - 23.0 29.5 58.8 36.2 72.5r74 - 23.8 - - - 37.5 23.1 46.1 Q.3 6 rc 19 1/8° 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/8' 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 " 42.2 84.5 25.9 51.9 66.5 133.0 81.8 140.026 1/2' 86.7 140.0 53.2 106.5 136.5 140.0 140.0 140.0 28 1/2° 45.7 91.5 28.1 56.2 72.0 140.0 88.5 140.0 " 30.5 61.0 - 37.4 48.0 96.0 59.0 118.0 2 30' 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30` 40.4 80.8 24.8. 49.6 63.6 127.2 78.2 140.0 26.9 53.9 - 33.1 42.4 64.8 52.1 104.3 J e In37" 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 37' 32.8 65.5 20.1 40.2 51.6 103.1 63.4 126.8 21.8 43.7 - 26.8 34.4 68.8 42.3 84.542" _54.7 109.4 33.6 67-205.1 140A iG5.S 140.G '42" 1 26.9 -57.7 - 1 �5.•:'i 45.: ;&.9 55.9 111.7 - - ,18.5 - 23.6 LU.o 611.6 372 74.5 �= 48° 50 5/8• 47.9 95 8 29.4 58.8 75.4 140.0 92.7 140.0 48" 96` 25.3 50.5 - 31,0 39.8 79.5 48.8 97.8 48" 144" - 33,7 - 20.7 26.5 53.0 32.6 65.2 54' 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140.0 54' 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 54` - 30.4 - - 23.9 47.9 29.4 58.9 I U 60• 38.3- 76.6 23.5 47.0 60.3 120.6 74.1 140.0 60" 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2 60" - 26.9 - - 21.2 42.4 26.1 52.1 z 66 34.E 69.6 21.4 42.8 54.8 109,6 67.4 134.8 65" �- 36.7 - 22.5 28.9 57.8 35.5 71.1 66" - 24.5 - - - 38.5 23.7 47.4 O N 72 31.9 63.8 39.2 50.3 100.5 81.8 123.6 72" - 33.7 - 20.7 16.5 53.0 32.6 65.2 72' - 22.4 - - - 35.3 27.7 43.4 J K O 31.1 62.1 - 38.1 48.9 97.8 60.7 120.2 74" - 32.8 - 20.1 25.8 51.6 31.7 63.4 74" - 21.8 - - - 34.4 21.1 42.3 9 1/9' 96.6 740.0 59.3 178.6 140.0 140.0 140.0 140.0 19 1/8° 56.3 112.7 34.6 69.2 88.7 140.0 109.0 1400 Ld 26 1/2.° 69.7 139.4 42.8 85.6 109.7 140.0 134.9 140.0 26 1/2• 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 m in a 30" 61.6 123.7 37.B 75.6 96.9 140.0 119.2 140.0 30" 35.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 37" 49.9 99.8 30.6 61.3 1 78.6 140.0 96.6 140.0 37" 29.1 58.2 - 35.7 45.8 91.7 56.4 112.7 � I,3 a r•�7 n 42° 44.0 97.8 27.0 54.0 69.2 138.4 85.1 140.0 42" 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 ANCHORS ARCHES TO BE INSCRIBED iD O _ _SEE SHEETS 4 THRU 6 INSIDE RECTANGULAR SHAPE Z C] L, 48" E3" 38.5 77.0 23.6 47.2 60.6 121.1 74.5 140.0 48" 108" 224 44.9 27.6 35.3 70.7 43.4 86.9 Z 3 -- --- - FOR DETAILS HORIZONTAL } 54' 34.8 59 5 21.3 42.7 54.7 109.5 67.3 134.6 54" 20.3 04 6 - 24.9 I 31.9 63.8 39.3 78.5 SEE CHART FOR CAPACftt MULLION j Z W 60" 30.8 61.6 - 37.8 48.5 96.9 59.6 1112 6U" - 35.9 - 22.0 -28.3 56.5 34.8 69.5 Q I a 65" 28.0 56.0 - 34.4 44.1 88.1 1 54.2 108.3 66" - 32.6 - 20.0 25.7 51.4 31.6 - 63.2 GLAZING PRODUCT �a 72" 25.7 51,3 - 31.5 40.4 B0.6 49.7 99.3 72° - 29.9 - - 23.6 47.1 29.0 57.9 7�nlCAL L-74° 25.0 49.9 - 30.6 39.3 78.6 48.3 96.6 74' 29.1 - - 22.9 45.8 28.2 56.4/887.9 1950.3 100.E 129.0 140.0 140.0 140.0 19 1/8" 50.7 101.4 31.1 62.2 79.8 140.0 98.1 140.0 3 a ANCHOR GLAZWG N 26 1/2` 59.1 118.3 36.3 72.6 93.1 140.0 114.5. 740.0 26 1/2" 36.8 73.2 22.5 44.£ 57.6 115.2 708 140.0 PRODUCT �ETAIL 81_52.2 104.5 32.1 64.1 82.2 140.0 101.1 740.0 30• 32.3 64.6 - 39.7 50.9 107.8 62.6125.1 :.LAZ::� C-V:NGST - !2.'J P+7 7E.^ I 52.0' Eb.7-- !3331 82.0111A.� . 37" 26.2 52.41 32.2 K.3 82.5 50.7. IC1.4 1d i i ❑ I ++ � PRODUCT � PRODUCT 42" 37.3 74.6 22.9 45.8 58.7 117.5 72.2 140.0 1. 23.1 462 = 28.3 36.3 72.7 44.7 89.4 48' 74 1/4" 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48" 120" 20.2 40.4 24.8 31.8 63.6 39.1 78.2 I u 54" 29.5 59.0 36.2 46.4 92.9 57.1 114.2 54` 35.5 22.4 28.7 57.5 35.3 70.7 MULUON SPAN I y 60` 26.1 52.2 - 32.1 41.1 82.2 50.6 1060" - 32.3 - 25.4 50.9 31.3 62.6 W7 W2 1.1 66" 23.7 47.5 - 29.1 37.4 74.8 46.0 91.9 66" - 29.4 - - 23.1 463 28.4 56.9 72" 21.8 43.5 - 26.7 34.3 68.5 42.1 84.3 72" - 26.9 - - 21.2 42.4 26.1 52.1 TYPICAL MULLION ARRANGEMENTS KQ 74° 21.2 42.4 - 28.0 33.3 66.7 41.0 82.0 74" - 26.2 - - 20.6 41.3 25.4 50.7FW7 +W2 WIDTH (W) = 2 r � ``:��tlvlcuDAll,NOTE• ...........,77 •,, 1 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER y B LOCATIONS AT HEAD, SILL OR JAMB ENDS. i No.708B2 m fi FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ®•.• KOF drawing no. ANCHORS ° °" G,,� M15-07 -- FL #18427�''��®� 1 �`` sheet 3 of 6 • • ••• • • • ••• • • ••• • • • • ••• o 1/4°DIA TAPCONS BY'ITW' 1/4"DIA TAPCONS BY'ITW' 1-1/2'MIN.WOOD PENETRATION 1/4•DW.TAPCSNS BY M1} • • • •• 1-1/2'MIN.WOOD PENETRATION 'Y �^ 1 • •• •• • 1/4'DIA TAPCONS BY'TTW' 1'MIN. 2 PER CLIP(1 ON EACH WING 1-1/2'MIN.WOOS PL�IEfI�RON 4 PER CLIP (2 ON EACH WING •1 IZR • • • • •, •• 1-1/2'MIN.WOOD PENETRATION Z EDGE DIST. • • • • • MI `'MIN. 2 PER ANG ZG 3 •EOGE• • .ONST. I• l� I� �� i ;fes r 0w C r' • •• - 4 ja� 41 �II II II � I I • • •• • • II II \� II II /,� r ` .. 11 N I • • • • •`ry • I N .- I I VV� e1 \ 281'WOO BUCK J \ u u 2 x 2 X 1/B• 2BY WOOD BUCK J \ u u 2 x z x 1/e• IL a 1- ----------- ________ OR I I I ALUM ANGLE I`_____________ I OR i I I I Ip I I WOOD STRUCTURE I I I ALUM ANGLE �Q I I I $14 SMS I I I 1 000 STRUCTURE I FLOATING CLIP I I 2 PER ANGLE I i 814 SMS I I Z yj 1 I 1-3/4"O.C.MIN. I I 1 I FLOATING CUP 1 I 2 PER ANGLE I I I I I I I I 1-3 FOR 3C TUBE 2-3/4"O.C.MIN. I FDR Al OTHER TUBES U � (n Z O O 1/4"DIA TAPCONS BY'TIN'' 1/4°DIA.TAPCONS BY'ITW' 1/4•DIA TAPCONS BY YTW' 1/4°DIA TAPCONS BY'ITW' p 1-1/4'MIN. EMBED 1-1/4•MIN.EMBED 1-1/2•MIN. EMBED 1-1/2°MIN.EMBED �j INTO CONCRETE OR BLOCK INTO CONCRETEVIBLOCK 2-1/4" INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK W 0>2-1/4•MIN. 2 PER CUP(1 ON EACH WING) 1 MIN4 PER CUP(2 ON EACH WINC) 2 PER ANGLE m =MEDGE DIST. EDGE DIST. 3• "M yi •,� . °IMIN. ° ZZ3Llm�° J °° N x J Ld II II II II C� N \F9 \� LI LI I 1BY II I Il JI u U 2 x 2 X 1/8• ------------- 18Y I I I I 2 x 2 x 1/8" I WOOD BUCK I I ALUM ANGLE I I WOOD BUCK I I I ALUM ANGLE I 814 SMS I I I I I I 2 PER ANGLE I 81ER a SMS FLOATING CLJP-/Ii i i-3/4.O.C.MIN. i i1 Iij i FLOATING CUP 1 i 1-3/4P D.C. MIN. �i 11L FOR 3'TUBE 2-3/4.O.C.MIN. la FOR ALL OTHER TUBES ANCHORS TYPE 'A2' ANCHORS TYPE 'A4' o, M d O �C O � n Y No.M892 .. ' ALL CLIPS TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. drawing no.1 :�•.. J --- %,,°��'•.AlORID�;.•'G®�;' M 15-07 FL #18 �''si®�� sheet 4 of A I . . . ... 1/4"DIA TAPCONS BY'TTW 1/4°DIA TAPCONS BY'RW' • •• o 1-1/4"MIN.EMBED INTO MASONRY BLOCKS 1-1/4"MIN.EMBED INTO�SONRY B=, • •• ^ in 2 PER CUP(1 ON EACH WING 1/4°DIA TAPCONS BY BLOCKS 4 ER U 2 ON EACF'WII� 01-1146 • 1/r*INTf TAPCONS BY BLOCKS 1-7/4"MIN.EMBED INTO MASONRY BLOCKS � •C �( • •I-1 �MIN. BE INTI MASONRY BLOCKS 2-1/4"MIN. 1 PER ANG 2-1/4" : : :•• • • / • 2 PER ANG Z o MIN. _ EDGE DIST 3" 11 • ••••• ••//•/•• J• ••• /•/•�• • / II II / j O MIN. 1• ,ILEDIT / . •• /Al •• 0 00 II II p • I 0, 11 IuI Jul •• • • I 2EB" u U 21/8 ALUM - ALUM Cp aO9 ----------- -_---_-_ I I I 2 q^gOrE�i #14 SMS I I I I I I I 1 2 PER ANGLE I I I I 1 j #14 SMS I I y�OnD I I I I 1-3/4'O.C.MIN. I I I I I 2 PER ANGLE I I Q W 3 pj I I FLOATING CLIP I I I I I I FLOATING CUP I 1-3/4"O.C. MIN. I I IL I I I I I I I FOR 3°TUBE I I V"2 Imp FOR ALL OTHER TUBES Q ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' v =' V) iz �o J 0_ o � O — w miZOZ<10 ~ hM e 1/4"DIA TAPCONS BY'It W' 1/4'DIA TAPCONS BY'ITW' p r M r t-3/4"MIN. EMBED INTO CONCRETE 1-3/4"MIN.EMBED IMO CONCRETE Z,_ _j 1-3/4 mm 1/4"DIA.TAPCONS BY'RW' 1/4°OIA TAPCONS BY'RW' 20 3 2 PER CUP(1 ON EACH WING 4 PER CUP(2 ON EACH WING t-1/<"MIN. EMBED INTOCONCRETEANGI 2-1/4, 1-1/4°MIN.EMBED INTO CONCE 2-1/4"MIN. MIN. 2 P/�Z;' J EDGE DIST. I EOG " II Ip .i I�aQ.r20DST.1 W . o]m .. c all ll a Il ,�x II all Fli 1 11 11 I\\ J,I ^IZ Jul I I 2 PERI ANGLE) I I �ALUM 2ANGLEB" -___-_-_______ i 1 I 4 SMS g14 SMS u u �ALUM2ANGLE6" I GLE I FLOATING CUP I -3/4"O.C. MIN. I I I FLOATING CUP 1-3/4"O.2 PERC MIN. I I FOR Y TUBE I I 2-3/4"O.C. MIN. 6 FOR ALL OTHER TUBES p tll N O � C ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4' `` % .............t� o o_ 3 ALL CUPS TO FTf SNUG INTO TUBE MULLIONS.] i��• - o° m $ TAPCONS MAY BE HEX OR FLAT HEAD. 2 O OF �a�� drawing no. FL #18427 X11 I 11111 sneet 5 of 6 METAL STRUCTURES #14 SMS OR 1/4'TEKS METAL STRUCTURES #14SMS OR I/ 4• • `� "" (STEEL OR ALUM. 1/8'MIN.THICK) 2 PER CUP ®14 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8'MIN. THICK)• •• CUP ••TEKS STEEL Fy= 36 KSI MIN. (1 ON EACH WING) 1 PER ANGLE MIN. • . • • .. g14 SMS OR 1/4'TEKS ALUMINUM : 6063-T5 MIN. AWNNUMy: 6063 T9 MIN. • • ..• • • (2 OY EACF*WING: : 0 2 PER ANGLE 47_J zi • • • m m ` • ! • ... •. ... 0 0 I Y � �o �I II \ IL_J1 � II II I Y .. . : 1•II:•.` .••i. II II a� L' �I I I ii ii i 4 ,. ice. I •I ••Y � . n u � a l J 2 X 2 X 1/6 r ------------- . . • 'J ; . ... .. u u ° I I . . I 14 SMS 2 X2X 1/8• --------- I I 2-32 PER ANGLE i i ¢ - 8 ALUM ANGLE N I i •• I ALUM ANGLE d 1 I 1 i i I I I 1-3/4'O.C.MIN. I I Q IL a p #14 SMS I I I I I I FOR 3'TUBE I I Q Y R I I FLOATING CUP I I I I I FLOATING CUP- I I FOR ALL OTHER TUBES I I 1-3/4P O.0 NMIN. I I I I /4'O.C. MIN. 3 SCREWS PER AN aW� Li ANCHORS TYPE-X62ANCHORS TY"rt 'B4' �( ——J t2 ALL CUPS TO FIT SNUC INTO TUBE MULLIONS. IAPCONS MAY BE HEX OR FLAT HEAD. O J _—_-----_#14 SMS® 1-1/2'O.C. MIN. 2 PER CHANNEL(1X2& 1X3 TUBES) _j O 3 PER CHANNEL(10&2X4 TUBES) TUBE MUWON O 4 PER CHANNEL(2X6 TUBE) 0 Win W ---------------- m �actOo H HM a M � nN k,' l.E Z 23 J1/8"THICK ALUM CHANNEL -1 d O' LENGTH TO FIT SNUG a!$`r WINTO MULLION MUWON a0M TUBES MAY BE NOTCHEDAS SHOWN TO ALLOW INSTALLATION i I�OF CUP ANGLE - j -- 1 CAULK JOINT AFTER ASSEMBLY I I #14 SMS® 1-1/2'O.C. MIN. j 2 PER CUP(1X2& 1X3 TUBES) I 3 PEP.CLIP(1X4&2X4 TUBES)-,' ! I I, 17 ....Cw5 HOL:.�-� � o CLN(2X6 TUBE) ------ -- -- -------- -------- � del � I � THIS SCREW CAN BEI #10 FH SMS I 1 I I \tll1111 INSTALLED IN EITHER I 2 PER CUP I I I `\\\\ // � I 1'O.C. MIN. I �J �,y_ o o FD DIRECTION I � `` '� � 1-3/4'%2'X 1/8'(FOR 2BY TUBE) :'• �• •:�� b n s 3/4'X 2'X 1/8'FOR (1BY TUBE) ALUM AN CUT TO FIT SNUG INSIDE TUBE •,cam ` drawing no. I ANCHOR DETAIL !dl �'.�ib'' O• oP'' ®��` M15-07 METAL TO METAL CONNECTION FL #18427''•�i®�jRdt\\``•�`` neer 6 of 6 I I