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WS-18-284 • l Permit NO. WS-2-18-284 Miami Shores Village PAMLermit Type WindowWShuttets 10050 N.E.2nd Avenue NW rt- orkZ,'1assJficafion:,,W,ndoW/Door.Replacem ""'�' Miami Shores,FL 33138-0000 P, Phone: (305)795-2204 Pe;m#Status:APPROVED toRivA i Ex Iration: 0910112018 issue Date:3/512018 P� Project Address Parcel Number Applicant 78 NW 110 Street 1121360030070 Miami Shores, FL 33168- Block: Lot: WIENER NORDELUS HERMANCI Owner Information Address Phone Cell WILNER NORDELUS HERMANCE E 78 NW 110 Street -- — MIAMI SHORES FL 33168-4319 Contractor(s) Phone Cell Phone Valuation: $ 7,500.00 FLORIDA WINDOW&DOOR (561)340-4300 -- m . Total Sq Feet: 1347 Type of Work:INSTALL 4 IMPACT WINDOWS 1 IMPACT D Available Inspections: No of Openings:5 Inspection Type: Additional Info:INSTALL 4 IMPACT WINDOWS 1 IMPACT D Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-2-18-66341 DBPR Fee $2.25 02/05/2018 Check#:7711 $50.00 $126.05 DCA Fee $2.00 Education Surcharge $1.60 03/05/2018 Check#:7803 $ 126.05 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $176.05 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 an t ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor sta ed. March 05, 2018 Authorized Signature:Owner / Applicant / Contractor / Date Building Department Copy March 05, 2018 1 - X\ Miami Shores Village RECEIVED O�\ g� M Building Department FEB 051018 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 r INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201-4- BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. FE-]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 78 NW 110 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-003-0070 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Hermance Antoine Nordelus Phone#:305-915-9944 Address:78 NW 110 ST City: Miami Shores State: Florida Zip: 33168 Tenant/Lessee Name: NA Phone#:NA Email: Hemma69@yahoo.com CONTRACTOR:Company Name: Florida Window and Door Phone#: 561-340-4300 Address: 7108 Fairway Drive Ste 120 City: Palm Beach Gardens State: FIL Zip: 33418 Qualifier Name: Scott Berman Phone#: 561-340-4300 State Certification or Registration#: CGC-1509450 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$7,500.00 Square/Linear Footage of Work: 1,347 Type of Work: ❑ Addition ❑■ Alteration 1:1 New ElRepair/Replace El Demolition Description of Work: fe cu aa l L/ "rn wi 4i Specify color of color thru tile: ^� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$�2 G� (Revised02/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) NA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be roved and a reinspectio a will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3 day of IV d 012 Mi4c, ,20� , by I—day of,( 20 by Hermance Antoine Nordelus who is personally known to Scott Berman who is personally known to me or who has produced PLS?•LCCC a as me or who has produced as identification and who did take an oath. dJ identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: XWSign: 441"� EMMANU L REGIS Print: " Print: MYCOMMISSION10130f4r8l - 9AROL A.HAMNIERSLA. Seal: ' EXp{REg April 14,2021 Seal: AaYP _ BoftdedllMul�o4ryA�IctAtdenNirs ;• GMy 90NIMISSION#FF807717 ' EXPIRES July 09,2019 1�0/)'s9C•C'S .__ l=kaitlaNOtny�ervicaccm APPROVED BY dV77 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department els• 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `' Tel: (305)795.2204 �filpR'�pA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: //Wls Scott Berman Qualifie er Signature Date Print Name 'roperty Search Application- Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/suminary rp, �n THE flu� � ASA E R M Summary Report Generated On:11/2/2017 Property Information .t `.YaC4%14 Folio: 11-2136-003-0070 Property Address: 78 NW 110 ST ' a `�"' ''; '" ' >�1wr j• '`+ '• f r►r� �` Y'„ A' Miami Shores,FL 33168-4319 Owner WILNER NORDELUS& 1' HERMANCE E ANTOINE # � ! IL r► 78 NW 110 ST Mailing Address MIAMI SHORES,FL 33168-4319 PA Primary Zone N 0800 SGL FAMILY-1701-1900 SQ 3 { x. Primary Land Use 0101 RESIDENTIAL-SINGLE '' A FAMILY:1 UNIT b' Beds/Baths I Half 3/1/0 y, { ++a Floors 1 Living Units 1 10 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,347 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft _ 2017 2016 2015 Year Built _ 1940 County _ v� Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $41,002 $39,131 $38,512 Year 2017 2016 2015 School Board Land Value $196,886 $164,440 $164,440 Exemption Value $25,000 $25,000 $25,000 Building Value $93,751 $93,751 $93,751 Taxable Value $66,002 $64,131 $63,512 XF Value $945 $960 $780 City __.._.._._..__.-......_. ._............ Market Value $291,582 $259,151 $258,971 Exemption Value $50,000 $50,000 $50,000 Assessed Value $91,002 $89,131 $88,512 Taxable Value $41,0021 $1q,11311 $38,512 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $41,002 $39,131 $38,512 Save Our Homes Assessment Cap Reduction $200,580 $170,020 $170,459 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second 10/01/1994 Homestead Exemption 7 -$25,000 $25,000 $25,000 $77,000 16564-4725 Sales which are qualified 12/01/1971 $26,500 00000-00000 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 7 BLK 219 LOT SIZE 75.000 X 122 OR 16564-4725 1094 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfnfo/disclaimer.asp Version: "� Corporate Office: 7108 Fairway Drive Suite 120 FLORIDA Palm Beach Gardens, Florida 33418 • F: (561) 624-8037 INSTALLATION Window & Door ❑(561)848-7011 Corporate ❑(561)340-4300 Palm Beach 1 No verbal agreements are recognized. All terms must be in writing on the contract -� ❑(954)990-1800 Ft. Lauderdale❑(772)621-5905 Port Saint Lucie -and specification sheet. 1-1 ❑(305)370-3770 Miami ❑(941)225-7555 Sarasota Contact Info._We require at least 2 telephone numbers and an email address from every ) ❑(239)687-7555 Naples ❑(813)475-7555 Tampa pustomer. Please agree to provide this information and the best phone numbers to contact ❑(321)332-1237 Orlando — you during working hours(9-5). www.floridawindowanddoor.Com • CGC 1509450 3 Project Coordinators...You will be assigned your own Project Coordinator who will be 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 jour Crew is expected to arrive within a four hour time frame;for example 8-12,but it does set forth below. All items purchased hereunder are covered to the extent applicable by the Limited 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 8-12 weeks from date of measure. In the event in which a Home Owners Association(HOA)approval is required the installation will approximately occur CUSTOMER • • within 8-12 weeks of"Seller"being notified of the approval by the HOA in writing. Should contract include special order items,patio enclosures,construction,Historical Board Approval, architectural renderings or site specific engineering the approximate installation date will be First and Last Name121 iQyl ©r�Q within 8-12 weeks of approval by the municipality. 5 Installation dates are weather permitting,we use local weather reports as our guide due to ( I S qq4y Installation teams using power tools. We use are best judgment to ensure the safety of our Home Phone-Number �� Crews and Staff. If your installation is canceled for any reason other than weather we will l gladly issue you a credit of$100.00 for your inconvenience. street: w �O �� 6 A responsible adult 18 years or older must be at the installation site at the beginning and • the end of the job. The head installer will do a walk around with you prior to starting work Job Address ,�vA, rQ2�� to assess any existing damage,landscaping,or any property that could be affected by the City: ' \` onstruction. 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' ZIP: �I 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' I money order or credit card. If you are using our financing program a completion slip may need to be signed. Your installer will need to collect at the end of the job based on payment Billing Address .City: � t schedule of the job. 7W 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. Power... Installers will need to use your electricity. They do not carry generators. I agree to Mr. Cell AL jsupply access to my power. 9 Children and pets...Please provide a safe location away from the area during the installation Mr. Work ( ,1 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 �1 for replacing ft. If it's small don't worry,we got ft!Your project coordinator will notify you if this Mr. Email Re-VAvv�A_ l0 o0..ccyll, happens at the start of the job. 11 We will obtain all necessary window,door,and shutter permits,site specific engineering, Mrs Ms. Cell ( architectural renderings when applicable and information required by the municipality. The Customer will be responsible to sign,notarize and return all permit documents and provide the s Homeowners Association contact information and when applicable assist us in the submis- MrsJMs. Work ( sion of the application to the Association. Customer acknowledges length of time to manu- facture the product and submission of permit will be dependent on the timely return of all doc- uments,the Association approval,site specific engineering,architectural renderings and any MrsJMs. Email her items or approvals required in order to submit the permit to the municipality. As a result, the Homeowner acknowledges and agrees that the permit may be submitted to the municipali- VMEOWNER INFORMATION (MUST BE COMPLETED) ty by"Seller"beyond the 30 days as required in Fl. Stat:-489.126. Any delay associated with the Customer failing to return or provide signatures or other necessary information shall not be Type of Home' , se ❑Condo ❑MHC - the responsibility of the"Seller" - _ - Community Name' dditional credit reports prior to the final approval of the loan. Your cooperation will expedite the process. Financing may add additional time to the start of your project due to additional Management Company: information being needed or documents executed.Changes in credit history may void the Name' Company Phone' terms and conditions of the contract. . 13 When your installation is in process,there will be debris. Some debris may fall in your CUSTOMER • TERMS • • • landscaping. Our Installation Teams do their best to avoid damaging your flowers,trees and bushes but occasionally it does happen as a result"Seller"can not be responsible for any Job Total $ � ` damage to any landscaping. v V 14 Dumpster/Storage...Under no circumstances do we leave job debris on your property. We oPaymentS � remove everything for safety reasons. Please do not ask our representatives if you can keep- 50% Down $ �J scrap. Dumpsters are not for customer use. We must be giver'a suitable place to work and 4�-store material. In the rare occasion,that there is not storage or work area available we will 40% Payable on Product Delivery $ utilize storage containers but that will be done at additional expense to you. 1 Wood...We do not replace the wood framing or stops around your windows. We reuse your Balance Due Upon Final Installation $ �� existing ones. It's better for the environment. These items are available for purchase if you would like to add them to your work order. 16 Construction Concerns...We do NOT do any painting or staining to the existing structure or Permitted Hold Back Pending Final City Inspection ($200.00) fiberglass doors.Sometimes plaster or stucco may crack during installation.We will repair the affected areas and prepare them for paint.You may have to do touch up painting or light -- � •~- _d'-n ~---.- '°""`"-3CtLI f sanding after we have completed the installation process. In the event of a mathematical error,the paces printed on the contract are the actual prices to t�charged. p - Grids...If you ordered grids on your windows,the patterns will be the same as what you have • - existing unless otherwise specified on your work order. Please make sure this is the pattern -yM- want. ❑Cash ❑Che 1 ,Screens...Half screens are standard on our windows. Name On Credl 19 Window Treatments...We ask that you remove all window treatments prior to your installation. (561)848-7011 Corporate *., All windows/doors being replaced will need at least 3 feet of clearance in order for our Crews (561) 340-4300 Palm Beach to work. We DO NOT take down or reinstall any window treatments. In the event window Credit Card#: treatments are not removed we take no responsibility for their condition after installation. Most (954) 990-1800 Ft. Lauderdale ndow treatments will fit after installation of new windows and doors but this is not guaran- EXp. Date' (305)370-3770 Miami * teed. ' (772) 621-5905 Port.Saint Lucie * 20 Hurricane Shutters... In circumstances in which we remove and reinstall existing hurricane Your final ehee (321)332-1237 Orlando * shutters we do not guarantee that the shutters will open and close without additional service or maintenance being performed by a shutter service company. Working condition is ` dependent on age of shutter and previous maintenance of existing shutters. In the event BUYER'S RIGHT TO r hat shutters are not reinstalled it is the responsibility of the Customer to replace all flooring AI\VLL.. I1IIJ IJ a I IVI IIG JVIMILOUVI I JQIG,a 1U 11 Yv UV 1 N\.YPI11 U IG!J_ VI and fill any applicable installation holes. services,you may cancel this agreement by providing written notice to the seller in person,by telegram,or by mail.This notice must indicate that you do not want the goods or services and must be delivered or postmarked 21 Alarm contacts...Will not be reconnected. As you must be a licensed alarm company to work before midnight of the third business day after you sign this agreement If you cancel this agreement,the seller 64 on alarms. Seller will leave the wires exposed when possible and your alarm company will may not keep all or part of any cash down payment" THIS CONTRACT CONSISTS OF THE FRONT AND need to come our and reconnect them. BACK OF THIS PAGE. 22 Customer understands the details and time frames as outlined in my Installation Checklist and _ eceived a copy. Please start my order in accordance with the time frame provided. IN WITNESS WHEREOF the parties have here unto signed their name(s)this day of 2010 Customers)agrees that thsAgreement,front and reverse,constitutes the entire understanding between parties,and there are no verbal understandings • changing or modifying any of the terms of this Agreement. This Agreement may not be changed or its terms mowed or varied in anyway unless such changes are inwdtingandsignedbybothCustomer(s)and the Seller Cuslomerls)hereby acknoWedge that Customer(s)has read the front and reverse LEAD SAFE PAINT PRACTICES Customer hereby acknowledge receipt of a copy of this Agreement and received a completed,signed,and dated of this Agreement. Customers)also acknowledge that he or she was orally irdormedo/hisorherri ttocancelthistransaction. of the pamphlet,"Renovate Right: Important Lead Hazard Information for families,child care providers chools",informing me/us of the potential risk of lead hazard exposure from Customer KOO— rYellow- o on activity to be performed in my/our home. Customer received this pamphlet before workbegan. -------� Customer F - Inst. �.. � ...�:�.� Init.Salesperson lease Print Name) Location Customer elects reduced warranty option for a term of years. White-Company Copy Company Copy Pink-Customer Copy Opening I Size ... ... (WXH) •• •• • • • •• •• • • • • • • • • • • • 1. Fixed Window Mulled 36 x63 ; • ••• • • o • • ` (Series 3150) o• � FL15810.1 '�' MRH 12' Q 2. X Outswing Door Mulled 37 x 80 0 'o (Plastpro) o rn FL15210.1 • • • • � 3. Fixed Window Mulled 36 x63 : : •• • ' ' '• • • 0 • 6 (Series 3150) • • • • <� • • • m FL15810.1 • ••• • • ••• �•• 4. XOX Horizontal Rolling window 96 x 63 -� (Series 3200) L h FL15814.1 •• • • • •• ••• •• O 5. XOX Horizontal Rolling window 96 x 63 '• ••• • • • • •• •• Q (Series 3200) • • • • • •• • • 0 FL 15814.1 • • • • • • • • • ' ••• •• Bathroom Kitchen -a a �_ = N [r M M Bedroom M � LL QN N 'a v q > W Living Room f 3 � - L � Lim 00 E O � — LL r` a Bedroom Bedroom _0 co G1 N M 'a a) co RECEIVE[ z° C:) U- FFR 0 5 ?R!.9 s a v T o PERMIT #: M z v �i Miami Shcres Village 1 2 3 E g Main Door C1 APPROVED BY DATE 2 ZONING DEPT -_ _ ;� COPYRpHT ETEMPE9T.COM k BLDG DEPT sc NOT TOSCALE DATE: SUBJECT fO CCMPLIMCE WITH ALL FEDERAL Jan 18,2018 PAGE DESCRIPTION: STATE ANL)CCIjN iY i�ULES AND REGULATIONS Site Plan PAGE: OF 1 f ENGINEERING : • ; ; ;�; ; • ; • EXPRESS" : D ftj•Wjn j Presser:; PMAX+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2 160 SW 12th AVENUE, *106 60 h:560 ft. h>60 it. DEERFIELD BEACH, FL 33442 4h4ax PositiweRressure.(Pmq+) PMAx+ = gh(Bc GCppos + GCpi) PmAx+ = gh(6e GCppos + GCpi) PH: 354-0660 FAx:(954)354-0443 • • • WWW.ENGEXP.COM 4ax IfegetivePressute(Pee-) PMAx-= gh(9G GCpneg-GCpi) PMAX-= gh(6C GCpneg-GCpi) Wind Load Calculation "' • ASCE 7-10 Ch 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding •. ,Size Elevation Area AreaT Pmax+ Pmax- 6th Edition(2017)Florida Building Code C •• •Zone ft ft2 ft2 KZ qz GCP+ GCP- Ib/ft2 Ib/ft2 • ... �W:X IV O ( ) ( ) ( ) ( ) Site Information t6ox t3 end 7 15.75 9.19 0.85 56.57 1.0 -1.3 38.9 -51.3 Owner: Hermance Nordelus 2 37 x 80 End 7 20.56 14.81 0.85 56.57 0.9 -1.3 38.2 -49.9 3 36 x 63 End 7 15.75 9.19 0.85 56.57 1.0 -1.3 38.9 -51.3 Wind Speed(V): 175 MPH 4 96 x 63 End 7 1 42.00 21.33 0.85 56.57 0.9 -1.2 36.3 -46.2 Exposure Category: C 5 96 x 63 End 7 42.00 21.33 0.85 56.57 0.9 -1.2 36.3 -46.2 Velocity Pressure Coef.(Kh): 0.85 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KZT): 1.0 Structure Information lope �Rflp�' � I Ft�f � 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(6): Sloped \� _t�• •.• TO Roof Slope Coefficient(0c): 1.0E Min.Building Dim.(L): 30 ft. )9 ; End Zone Distance(a): 3 ft. W ` 0 � NoP�B . 1.THIS N FORMATION 6 INTENDED TO PROME DESIGN PRESSURES FOR THE PURPOSEOFTHEINSALLATION OFGIAEDUNITS&OPEINGPROTECTION ASPROPOSEDMIDPROVDEDWOTHEASNOCCA[IDH.EITHER ON DIB I O,P.E. IMPLIED,ORIMPLIED,6 D, OFFERED ASTO THEVALDITYOR APFLICABLRYOF ANYRIOPOSED SYSTEM OR COMPONENT USED ALONG WRH THESE PRESSURES ALL PRODUC TSSHALL BENSTALLED NS D�CEWIIH lt�_WbONLP VALIDFLORIDAPRODUCTAPPROVALSMIDWSTMEETTHESEPRE RESFORTHEGNBJ LNFATDNS / 2.NOCERWICATDN OR REVIEW ISOFFERED THATTHEPROPOSED UNRSMEETANYEGRESSREOUPEMENTS.&LEGRES566UESMETOBEADDRESSED BYTHEPERMITTNGCONTRACTOR MIDTHELOCAL RI�DNG FCYL. Prepared ill accordance With:ASCE 7-10. 3.THEHOST STRUCTUREISASSUMEDTOSEADEOUATETOWRHSTANDT ELOADSMPOSEDB EDESGNASWORKREPLACESE NGFRAMNG.OROPENNGSDESDNEDANDCERTFEDBYANENGNEER OGRE n(EQRI. O Ch 30. Wind Loads-Com Components and Cladding THE CONTRACTOR BULDNG OFFICIAL SHALL VERFYTHAT THESUBSTRATE D%POSED DURING WORKISSOUND FOR INSTALLATION OFTHISSYSTEM F DEFIC ENCESAREFOUN D N THE EXISTING HOS S RUGTI RE GNB, FL lJ li OR THEEORSHALLBENOTFEDBEFORECONTNUNGCONSRUCTDNANDRESERYESTHERDHTTORENSPECTMIDREEVMUATEDESIGN.NOWMRMW.ETIHEREXPRESSEDORNPLED,6CONTPN EDMEBEN O •'• 6th Edition 2017 Florida BuildingCode DME,ISDNSARESHOWNTOLLUSTRATE DESIGN FORCESAN D OTHER DESIGN CRIIERIATH EYMAYVARYKIGHTLY.TO THEDXTENTTHATTHEOPENNG AREAIS NOT SMALLER THAN 5%OFTHE ENGNEEAEDD CONTRACTORETOWRFYMLF DDNENSDNSPRDRTONSTMLATIDN. C �'O 6.ENGINEER SEM AFFDED HERETO VMDATESSTRUCTURM DESIGN ASSHOWN ONLY.USEOFTHIS SPECFICATIDN BYCONTRACTOR,e LN DEMNFES&SAVESHARMLESSTH6ENGNEER FOR ALL COST&DAMAGESNCLD J201 ©2018 E-Tempest.coin GA FEEB&MPE LATEFEESRFSUL NG FROM MATERVL FABRGATDN,SYSTEM ERECTDN,&CONSTRUCTDN PRACTICES BEYOND THATWHGH ISCMLED FOR BYLOCAL,STATE&FEDERAL CODES&MOM DE`MTDNSOk/H�l l) ( 1 1�ID:flwindowdoor-P5551 6.ENGNEERNGEXPRESSHASNOTVNTEDTHISJOBBRENFORMATDNCONTANEDHEREN6fltSEDONCONTRACTORSUPPLEDDATAANDMEASUREMENTSENGNEERNGEXPRESSSALLNOTBEHELDRES1ONSaEORLVBLEN C T FAUTH#98NJYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASUREMENT&WORKSIALLBEFELDVEHFED MDR TOCONSTRUCTDN.ENGNEERNG EXPRESSSiALL BENOTFEDMID GIVEN MI OPfORTUNITYTO RSEVALUATEOUR WORKUPONDWOVERYOFANYNACCURATENFORMATDNMDRTOWDFICATIDNOFEKbTNGFUDCONDIIDNSMIDFABRICATIONANDNSTALLATDNOFMATERIALS Wrr ED ENGINEE01/18/2018 Page 1 of 1 T.EXCEPTASEXPRE YPRONDEDHEREN,NOADDRION&CERTFICATDNSORAFFAMATONSARENTENDED.ALTERATDNSADDITDNSOR OTHER MARKNGSTO TIS DOCUMENT ARE NOT PERMITTED MID NVALDATEOUR CERTFICATION• FOR(1)JOB O - ------o ---- - - iaiW"iYvvvvv.iivituauutluiii6.vlg/lA/pi app_uli.uspx PATAIA=WVt vA.. mi-V-' !i BCIS Home Log In ' User Registration.i Hot Topics Submit Surcharge f Stats&Facts I Publications FBC Stall SCIS Ste Map Links ] Search F rima ;ME Product Approval `- t, USER:Public User r � Product Approval Menu>Product or Application Search>Apokatlon List>Application Detail FL# FL15810-R4 Application Type Revision Code Version 2017 Application Status Approved • • •••• •••••• • • • Comments •• • .. • • • • ' Archived i.Jf •••••. . .. • Product Manufacturer =kpine@cws.cc w Systems Inc. •••••• •""• • • Address/Phone/Email Avenue •••. "" ••••• 4 """ • • • •• ••' 2 Ext 245 •' • •• i ••••• •••••• . • Authorized Signature Kevin Pine ••• ' • • kpine@cws.cc •• • .. , •••••• Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 )lathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE -w Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-d9 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By 1 of 3 1/18/2018, 10:27 AM ntips:iiwww.riorlaaDuilaing.org/pr/pr_app_dtl.aspx'?param=wGEVX.. Product Approval Method Method 1 Option A Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/09/2017 Summary of Products FL# Model,Number or Name Description 15810.1 PW-3150 PW-3150(was 3750),Aluminum Fixed Window,Impact i _ Limits of Use Certification Agency Certificate •••• Approved for use in HVHZ:Yes FL15810 R4 C CAC CAR 12a_38-1jj27.Ddf *6000* •• ••• Approved for use outside HVHZ:Yes FL15810 R4 C CAC CAR TOZA?df •6 • • Impact Resistant:Yes FL15810 R4 A AR -10 4 • • • " • •• " Design Pressure: N/A FL15810 R4 C CAC CAR 1 3.Ddf •• ••• Other: Large Missile Impact,see installation drawings for FL15810 R4 C CAC CARISSAB,7.Ddf • . 6 DP and sizes. Glass complies with ASTM E1300-04. FL15810 R4 C CAC CAR 19"04.pdf •6.6 ; •' Quality Assurance Contr56+. fplration1Wj•• •• •• 05/21/2019 000000 0 Installation Instructions 6 • • •6• •" •• FL15810 R4 II CWS-8101`bdti'" •• • •• *90 Verified By: Lucas A.TurnerPE&SK01 • 0" Created by Independent'11ird early:Yes 0 0 • 004 ••• Evaluation Reports0 • •••••• • • • F115810 R4 AE Eva]R §14B1Ddf 904 ••• Created by Independent ThirZI Parly:Yes 0"•••• • • 15810.2 PW-3300 PW-3300(was 4700)Insulated and Mono Impact Aluminum Fixed&Geometric Windows Limits of Use _ Certification Agency Certificate — Approved for use in HVHZ:Yes IFL15810 R4 C CAC CAR 138-1606.odf Approved for use outside HVHZ:Yes FL15810 R4 C CAC CAR 138-1607.Ddf Impact Resistant:Yes FL15810 R4 C CAC CAR 138-1608.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 76"x 60"to a DP+/-65 and 74"x 37"to a DP+/- 08/05/2020 80. i Installation Instructions FLIS810 R4 II CWS-811D.Ddf Verified By: Lucas Turner, PE FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL15810 R4 AE EvalReoort811D.Ddf Created by Independent Third Party: Yes 15810.3 PW-3300 PW-3300(was 4700)Aluminum Fixed Window, Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15810 R4 C CAC CAR 138-1029.Ddf Approved for use outside HVHZ:Yes FL15810 R4 C CAC CAR 138-1030.odf Impact Resistant:Yes FL15810 R4 C CAC CAR 138-1041.Ddf Design Pressure: N/A FL15810 R4 C CAC CAR 138-1042.odf Other: Large Missile Impact,see installation drawings for FL15810 R4 C CAC CAR 138-505.12df DP and sizes.Glass complies with ASTM E1300-04. FL15810R4 C CAC CAR 13 -5g 06.Ddf Quality Assurance Contract Expiration Date 05/21/2019 Installation Instructions FL15810 R4 II CWS-811D.Ddf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL15810 R4 AE EvalReoort8111)Ddf Created by Independent Third Party:Yes tladc N6xt 2 of 3 1/18/2018, 10:27 AM rlortda Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX.. Contact Us::2601 Blair Stone Road Tallahasgee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privary Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,RS.must provide the Department with an email address If they have one.The emals provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® egMc Credit Card Safe R • • •••• •••••• • • •••• •••••• •• •• •• • •••••• •••••• • • • • • • • • • • • 000000 v� 1/18/2018. 10:27 AM f URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 810B August 29, 2017 Product Description: Series 3150 (previously 3750)Aluminum Fixed Window, LM Impact, 76"'x 60" unit size 0 at 65 psf DP, and 74 1/8"x 37 1/16"unit size 0 at 80 psf DP Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 CStatementf Compliance: This report evaluatesthe above-listed product per the requirements of•I:AEroval Rule Chapter 61 G20-3.005 (4). This product complies with the re4uireitnts oftl k*07)Florida Building Code including the High Velocity Hurricane Zone. Thepraduct t%ng• •0. . •.•••• rformed are outlined below. 0000 0000.. 0000 Technical Documentation: • ••.• •.•• 00.90 1) Approval drawing CWS-810B, signed and sealed by Lucas A.Turner, P.E. .•s... 00080• 2) Test Reports NCTL-210-3813-3,-3A, -4, and-4A, and NCTL-210-4000-01,•4A,42, an&-2A,: .000.0 from National Certified Testing Laboratories, Orlando, FL signed and sealecr69;QCrard J. .' Ferrara, P.E., and test reports CWS-004-02-04 and-06 from PRI Constructi(In Mat2rials ;000;0 0.00:• Technologies, Tampa,FL signed and sealed by Zachary Priest, with testing perfor*wed: ?AS ;0000 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-08, ASTM E 1886-0002/01/05, AGO% - ASTM E 1996-02/04/06/09. 3) Supplemental Calculations to support CWS-81013, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-810B. Limitations of Use: This product: • May be used up to the sizes and Design Pressures as indicated above, with glass types and max. glass daylight sizes as shown in CWS-810B • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • I.G. glass with annealed outboard lite may not be used above 30 ft from grade in HVHZ • Requires Interlayers: Kurary(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. #14- 0916.1 It for 76"x 60", 65 psf configurations, and Kurary(Dupont) PVB Interlayer per Miami- Dade N.O.A. #16-1117.021 for 74 1/8"x 37 1/16", 80 psf configurations • Requires 6063-T6 aluminum extrusions per CWS-810B t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 60'Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do 1 intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. h$ •'"try Lucas No 582111 :�1 "*F :* Turner • 2017-08-30 -° ' '� STATE O'F �; 8/29/2017 16:16+20:00 '• . t P.•, ,` Lucas A. Turner, P.E. FL PE#58201 .. .. . . . .. .. . . . . . . . . . . . ••• • • GENERAL NOTES: PICTURE A1NDO_W._�MPgCT• � • • • • • • • •• • • 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS • • • • • • •• • • • COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION 1800 SW 44TH AVE. • • • INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ AND IS RATED FOR 1900 S FLORIDA E34474 . • 77.1!4"FLANG�WIbTl-�-7 • • • ( ) • 000 • • ••• • WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER WWW CWS CC 76•UNIT WIDTH THE FBC. 73 3/8"GLASS DLO 2.GLAZING DETAIL:(SEE SHEET 2) A 3150 ALUM. 6 000 •• • • 00. :A• • •• 3.CONFIGURATIONS:"O" PICTURE WINDOW 00 • 1 IMPACT 4.DESIGN PRESSURES: 61114" -- •0 0 • ••FLANGE i • 000,-i• NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS HEIGHT TABLES ASTM E-1300-04e01/09. z <z3: POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER F o w O W w o w B I B INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04e01/09. w w o zOz wkK V- I ¢0)z>ow3: 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE LL I-w z F _ i DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL.WIND z z x 2 a cr w O O LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR w z a-r N a HEIGHT O e CALCULATIONS. zLLZ z o V Zo V I F- o 01 I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT > ¢3:O w—x o_ REQUIRED. �¢ ~ r z ww 567/8• �. Oom>,Owvo—iw GLASS 7.ALL RECTANGULAR FRAMES SCREWED TOGETHER. JOINTS WITH ANGLES z ti w O_i co F DLO I GREATER THAN 105 DEGREES OR LESS THAN 75 DEGREES ARE WELDED a x LL 0-o W I-O o x } TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL JOINTS. of = xa Lu 3 w D_ F a 8.SERIES/MODEL DESIGNATION PW-3150. (A.K.A.PW-3750) 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: EHs. GQ,o�; O=FIXED LITE JO:• F',2 ,•,v� No 58201 '.712 ` 753/V'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 741/8"UNIT WIDTH ^113 % % STATE OF .•711 71 1/2•GLASS OLO O�Fs.,l O R 1C✓'(��2�+` 385n6• f ucasTurne -,.,91oNa FLANGE HEIGHT F 2017-09-22 371!16• O 13:30-04:00 z UNIT HEIGHT 1 I 9/22/2017 331 GLA 3S06" - I LUCAS A TURNER,P.E. DLO I FL PE#58201 1239 JABARA AVE. ---------------------- NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION- GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DESIGN PRESSURE DRAWNBY: DATE: GENERAL NOTES&ELEVATIONS...........1 MAX. UNIT SIZE RATING IMPACT RATING ADE 07/12/12 GLAZING DETAILS....................................2 DWGri: REV.: SECTION VIEWS.......................................3 �� i BOM AND EXTRUSIONS...........................4 7 +/-65 PSF CWS-810 B LARGE MISSILE IMPACT SCALE. ANCHOR SCHEDULE&NOTES...............5 4-1/8"X 37-1/16" +/-80 PSF SHEET INSTALLATION DETAILS..........................6 1.20 1 E 6 • t .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN Wor 29�mffl PRESSURE(PSF) MAX.SIZE •• • • +/-65 76"x 60" • • • • • • •• • • • 1900 SW 44TH AVE. • • • • • • • • • +/-80 174-1/8"x 37-1/16" OCALA,FLORIDA 34474 • •7/1G•jfMINATEl4• ••1 ••• ••• 7/16"LAMINATED VNNW.CWS.CC 3/16"ANNEALEDV—.3/91:"ANNEALED .105 DUPONT PVB INTERLAYER 0SENTRY GLASS TONOPLAST INTERLAYER 3150 ALUM. •• •• ••• •• PICTURE WINDOW 3116"INBALEO • • • • • 3/16"ANNEALED 10 SI•F•••2•P•F•f• ••1 •• 10 SIKH FLEX 552 a PURFECT GLAZE"W IMPACT Iw �� W � � QL^ZE. ... .. 1 ,2 11 3/4"GLASS BITE 17 3/4"GLASS BITE F- O W U Cl)Q W0Z 0 0 W Z W J I o Zvpiz}O��m � 7 � 7 z z=2QwwpO OI-O Q=�W Ut0�Z0-F-lga 2 2 ZOUc)-�Z)Vz) Z U U 0 O LL U >- <3pFmOZ Q .� I.- zC W 02LL w3 WU W GLASS TYPE A GLASS TYPE B ten. o- W 0 2>. p w 0 axe} it w�w`n o w , t,%SORE W,T i��' 7/8"OVERALL 7/8"OVERALL �O_p�;.��GENSF Gly —3/16"ANNEALEDV 3116"ANNEALED v:� No 58201 I >t it 5116".AIRSPACE jL4:AIRSPACE _ "• 7/16"LAMINATED 7/16"LAMINATED Z0- STATE OF :rou ANNEALED LED .105"DUPONT PVB INTERLAYER .090"ENTRY pN GLASS IONOPLAST INTERLAYER '+'FS� �, 3/16"ANNEALED QUANEX DURASEAL 3/16"ANNEALED QUANEX OURASEAL IG SPACER IG SPACER - ,0 SIKA FLEX 552 or PURFECT GLAZE"H" 10 SIKA FLEX 552 a PURFECT GLAZE"H" 3 a 3/4"GLASS BITE 3 3/4"GLASS BITE 9/22/2017 LUCAS A.TURNER,P.E. 7 7 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 2 2 SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE C5 GLASS TYPE D DRAWN BY: DATE: ADE 07/12/12 DWG#: REV.: CWS-810 B SETTING BLOCKS PER FBC 2411.3.3.1 SCALE. SHEET 1:1 20176 . .. .• ••• . . . ••• .. . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • ••• • • WINK • • • • • • • •• • • •• 1900 SW 44TH AVE. 5 • • • • • • • • • • • • • • • ••• OCALA,FLORIDA 34474 • • • • • • • • • • INTERIOR www.CWS.CC 5 5 3150 ALUM. '• 00" •• PICTURE WINDOW •• le IMPACT .. . • . . . ••• •• Q z Qz� F pw0 ¢wow z woo o Qu>3}OIY�m 2 LL 1--W zF-�g= 0 OaQwO2 ptn�Oza-Pwa- z p 's-DT 0 } Q3}oWoi0- Fa- OnF}j�iOg w LZ—FL wWcL pJww 3 ' 1 3 9 9 3 1 0 WFOa, W�Ww SECTION B-B a a D- PyDREW��G��' f:*C No 582511 �� INTERIOR f �4��,isONA; ittlei 9 4 3 9/22t2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 2 SECTION VIEWS SECTIONA-ADRAWN BY: DATE: ADE 07/12/12 DWG#: REV.: CWS-810 B SCALE: SHEET 1:1 3 OF 6 . . ••• . . • ••• .. .. . . . .. .. . . . . . . . . . . . • ••• • • . . 0:0 • • • • 0:0 ITEM PART DESCRIPTION VENDOR MATERIAL FRAME PROCESSED CONSTRUCTION 1 S-1957 Fr.Jamb K ymark lum'num 2 S-1933 Fr.Head and Sill • lteytnark AYuminum •• ••• WINDOW SYSTEMS 3 P-5523 GlazingBead,7/8" • Tealw Plasti •P • • • 1900 SW 44TH AVE. • • • 8 OCALA,FLORIDA 34474 4- S-1954 Sash Stop - • ark PMT it •0• !••_ WWW.CwS.CC 5 5-1955 Installation Hole Cover Keymark Aluminum 6 Seam Sealer,SM-5504 Schnee 3150 ALUM. - 7 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. •F•an6l-owe • 000 •• PICTURE WINDOW 8 P-3612 #8x 1.000w/1/4"lead Quad PH Type A SMS Fa • •St el• :• •• IMPACT 9 GLASS SEE SHEET 2 • • • • • •• • • CORNER MECHANICALLY FASTENED 10 Purfect Glaze"H" • Hohket • • • 000 ••• 1:4 it 1 S-1949 Glazing Bead,7/16" Keymark Aluminum ¢ o W N w p 12 P-3443 .T-Slot,.290x.187 Ultrafab 0 ut� ¢ 0 Lu Ow LU Z0Z Ir 0w3m NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. LL F w Z f-3 = Z= ¢WWp0 01,-06¢=FW 0_) d H y a Z OCJ�—�10cn ZO 211/16"� 25/8" <3:0w—x0- Q 3 CD �< PI-r-z 11/2" onw> 0WvO—iW 1 17/16" Z T a 0- U))- 1 a 5 W F a �3a`n 1/16" 1 15116" 2 3/16" 1/16" 13/16" 1" 1/16" 1/16 " V� SASH STOP-S-1954 HOLE COVER-S-1955 N. 56201 -a FRAME JAMB-S-1957 FRAME HEAD&SILL-S-1933 %90 " STAT 3/4" 3/4" 3/16" r- 112"� 11 �� 7/6" 3 r 9/22/2017 LUCAS A.TURNER,P.E. 1/16' 1/16" FL PE#58201 1239 JABARA AVE. PVC GLAZING BEAD,7B"-P-5523 GLAZING BEAD,7/16"-S-1949 NORTH PORT, 34288 PH.941-380-1-1 574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWNBY: DATE: ADE 07/12/12 0G REV.: -� CWS-810 B scALe. SHEET 1:1 40F6 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• • • WINDOW SYSTEMS • • • i i 0• • • • 6"MAX(TYP.) 9 1/7'MAX O.C.(tYP.) • • • • • • SEE NOTE 2 1900 SW 44TH AVE. • • • • • • • • • • • • • 6"MAX.(TYP.) OCALA FLORIDA 34474 • •••- • • ••• • WWW.CWS.CC MAX."MAX(TYP.) 10 1/16" O.C.(TYP.) SEE NOTE 2 __ s MAxcTYP.> �+_+ I 3150 ALUM. ——— •• ••• •• i PICTURE WINDOW ® •• I IMPACT • • • • •• • • INSTALLATION •• • • • • • ••• •• 10 1/T ANCHORS(TYP.) MAX.O.C. I Q Z � ¢Z O O I INSTALLATION (1YP) I Z W Lu O ¢W 0 W 12 9116' ANCHORS(TYP.) O Z O Z MAX O.C. I I IFa- W�ZO�32 mP•) I I I zmm<wwOo 0U,Ir.-ZD-H(Dd -_-__`_--- -------- Q oZVc6Z�V� I--LLg00LLZ 2<O:W_F-I=-O— _ANCHOR LAYOUT-(FLANGE) o O FOR UNITS RATED+/-80 PSF W 0Fr Z 0 w(D O W w F ------- ———----—-- --- o_ -_-- 0_ WFO a=cX Lt ANCHOR LAYOUT-(FLANGE) a D- of 3 a FOR UNITS RATED+/-65 PSF ,<<a............ ..01r.W. •�� yORB .TG�'y No 5820 '' 1 90� •FTATE O� •:�� i F •L p R 1 ©\r�� NOTES: .�� O iA��,`�� 1.INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SPACING FOR FLANGE INSTALLATION APPLIES TO ALL SHAPES ALONG ALL FRAME EDGES.SILL ANCHOR SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. /20J 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/20117 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY. DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 07/12/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. I DWG a: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-810 BSCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1.20 5 0F 6 . . ••• ... ..• . ..• .. .. . .. . . . . . . . . . . . • • • • • • • •• • • • • • • • • •• • • • TYPICAL HEAD ANCHORAGE • • • INTERIOR WINDOW SYSTEMS MIN.EMBEDMENT 1900 SW 44TH AVE. • • • • • • • • • • SEE TABLE 1 OCALA,FLORIDA 34474 MIA.ED(;t%T. • • ••• • WWW.CWS.CC SEE TABLE 1 SUBSTRATE BY OTHERS 3150 ALUM. SEE TABLE 1 • • • • •• 000 •• VSEETABLE1 E DIST. PERIMETER SEALANT MIN.EMBEDOEN1 • • • • • • BY INSTALLER SEE TdB E'IS•• • • • • •• • E 1 PICTURE WINDOW INSIDE AND OUT • • • • •• • • IMPACT • • • • • • • • INSTALLATION ANCHOR SEALANT BEHIND FLANGE • • • • • ••• •• SEE TABLE 1 BY INSTALLER Q Z 3 ¢Z3 H O W O O wrr M W W Z O Z M r- OLL Hw32O3g2 Z Z=2 Q O OF-O Q=F-D= INSTALLATION ANCHOR W O SEE TABLE 1 INTERIOR SEALANT BEHIND FLANGETHERS U U y F-U a F N a BY INSTALLER UZO Z-=) ZI-DtAANT BY INSTALLER ZO Z U U Z O D U INSIDE AND OUT H'-LL 01 LL > ¢3pw-x0Z- g HORIZONTAL SECTION D_Ly 1-}j 3 O U 6 TYPICAL JAMB ANCHORAGE W Z U OcIW N p LU U)W Fx SEALANT BEHIND FLANGE 0: W >_ a Wr0 Q. a=g} BYINSTALLER a H a a 3 a PERIMETER SEALANTA;S�EE MBEDMENT �Nnop� INSIDE AND OUTABLE 7 ` -�� SUBSTRATE BBYINSTALLERY OTHERS :GP•o�\ SF•.• SEE TABLE 1 .J:" ' No 58201 MIN.EDGE DIST. SEE TABLE 1 � 9 VERTICAL SECTION ' STATE OF +iO~'FS•.,C �J TYPICAL SILL ANCHORAGE O, 'fall filli, z�- W22/2Dn TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MI FL PE#58201 IMITCR-ETE 2.0 KSI MIN. 3/16"ITW TAPCON1-1/2" 1-1/4' 1239 JABARA AVE. LLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/1 NORTH PORT, 34288 PH.941-380-1-1 574 CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 13/4" 2-1/2" 2X MIN.SOUTHERN PINE(G=0.55) 3/16"INV TAPCON 1-3/8" 7/8„ INSTALLATION DETAILS OR ELCO ULTRACON 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY: DATE: 16 GAUGE(0.06(Y)MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD ADE 07/12/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG 0: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-810 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SCALE: SHEET 1.2 6 OF 6 a MIAMI-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy SIW Impact Windows,LLC 975 S. Congress Avenue,# 102 Delray Beach,FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER — Product Control Section to be used in Miami-Dade County and other areas where allowed by 1I1e*14thority Having Jurisdiction(AHJ). . . 0000 0000.. This NOA shall not be valid after the expiration date stated below.The Miami-Dad e toonty Proavef Control• Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami-Dads�q�ty)reserve the righ� to have this product or material tested for quality assurance purposes. If this prQdW or mat;rigil fails tQ.... perform in the accepted manner, the manufacturer will incur the expense of sucetoctiOg and U..P. ANJ may.... immediately revoke, modify, or suspend the use of such product or material withintkeir jurisdict.iam REIN.:..' reserves the right to revoke this acceptance, if it is determined by Miami—DadC'Cettnty Product Control..... Section that this product or material fails to meet the requirements of the applicable btMng code. • • This product is approved as described herein, and has been designed to complywith•the Fld:dda.%uilding••'• Code includingthe High Velocity00 Hurricane Zone. . 00 : .. . 0000.. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion—L.M.I. 000 • APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0715.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. oil 11 NOA No. 17-0717.02 Miarn�a,oe eouNTY Expiration Date: November 21,2022 Approval Date: August 24,2017 S Page 1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 9999 B. TESTS 9999 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2N44: ;• • 2) Cyclic Wind Pressure Loading per FBC, TAS'203-94 ' •• •••••• along with marked-up drawings and installation diagram of s�"j� 100 mulled sing)h.9.: hung and fixed windows, prepared by Hurricane Engineeri1ig.h0festin4.j4C., Te,§t ,, Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-41.1-5�,od4ted 04609/x0.7, both:..' .. .0 00 . . 9909. signed and sealed by Rafael E. Droz-Seda, P.E. 9999.. (Submitted under NOA No. 07-1016.06) . g• . . . . 9999.. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 ;••••• 2)Uniform Static Air Pressure Test,Loading pffIFIC, TAS 202-94 ;••••; 3) Water Resistance Test,per FBC,TAS 202-94 000000 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 07/10/15, and updated to the FBC 611 Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. ManueVertt P.E. Product Contr l Ex miner NOA No. -0717.02 Expiration Date: November 21,2022 Approval Date: E-1 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. p;oz—Seda, P.E. . . 0000 0444 . (Submitted under NOA No. 07-1016.06) •• •• . . 4444.. • G. OTHERS 4444.. 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Vjudaws, for them... • Clipped, Extruded Aluminum Tube Mullion — L.M.I., appm.w6. on 02/2&/46 and:..• expiring on 11/21/17. .. •• ••0 : 0.9.00 4444.. • • • • . 4. 444400 00.0 . . .4000. .. . .4 . . . 4 so 0 Manuel P P.E. Product ContrExa iner NOA No. - 717.02 Expiration Date: November 21,2022 Approval Date: August 24,2017 E-2 . .,. ••. .. INYINDOWFRAME TUBE MUWON • SoE SjPAQ4TE NOly•• •' • • RECTANGULAR ALUMINUM TUBE MULLIONS o SEE SHEET 2 FOR SIZES • FOR CAP • • i �,i�'TD;'�r�-� ••WINDOW FRAME USING MULLION PROPERTIES ONLY Z i AND SHEETS 3 h 3.1 • • • • • 1 1 y111 I I SEE SEPARATE NOA Q F a• _ • • • TI IIII • • "'FOR CAPACITY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. FOR CAPACITY • • I•I I II I • 1 • • f w m ••• • i jj I ••w • SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. f n LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA O o`. t_ _ _ I fTr'1 ntln WILL APPLY TO ENTIRE SYSTEM.aIL • •• • THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLYWITH THE Q:Oj •T • • REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 0 t'AJJL ' ' •j• • • J• INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).f--- I TUBE MULLON'r _* • • • • •I - SEE SHEET 2 FOR SIZES ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q'RRM1 •• !� • ND SHEETS 3& 3.1 Q s FOR CAPACITY APPLICABLE BUILDING CODE REQUIREMENTS AR WIND LOAD, WATER IL O< A I�Z INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. 0�__r==f J WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER Z O LOADS TO THE STRUCTURE Q w 7 4� ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,EMBEDMENT LL Z No- DOOR FRAME TO BASE MATERIAL SHALL 13E BEYOND WAIL COVERING(STUCCO.TILE ETC.). J O m SEE SEPARATE NOA 5 FOR CAPACITY ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q w In F TUBE MULLION ARE NOT PMT OF THIS APPROVAL 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. N I _ SEE SHEET 2 FOR SIZES __ --- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS,THAT __ r AND SHEETS 3& 3.1 a - �-�• FOR CAPACITY r -,I I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG.CODE k ADOPTED STANDARDS. z Cj II II 11 jl MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION O J n it II �___II I� I IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. J %$= Ld ED Z En 1- INSTRUCTIONS: 3 w USE CHARTS AND GRAPHS AS FOLLOWS. L I�,L_II I I L I J I-U U I __J L__J L------------rc fiI Uz _ ----------- STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 Z <0 -- ---�� I FOR PARTICULAR OPENING. d U m STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS O Q ut ME 1—ABOVE LOAD REQUIREMENTS. J .. STEP 3 USE GLAZING PRODUCT CONNECTION TO MULUON AS Q 3^LJI J AS PER PRODUCT APPROVAL. VI m 0 R" DOOR FRAME USING CHARTS ON SHEET 3 h 3.1 SELECT MULLION SIZE SEE SEPARATE NOA STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED c FOR CAPACITY W STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS O 1 STEP rJ ON SHEETS 4 THRU 18,SELECT ANCHOR TYPE WITH L--------_-_-_-_-_ _ _______==J DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED LL CJ. ______ me ___ i IN STEP 1 ABOVE. o L ---I `o o$ $ --------------- -- - -T till 1 ==-3 IF_ ------ I J I I It t o p o II II f 16 II I m am u o I u a I TUBE MULLION SEE SHEET 2 FOR SIZES L_________________ ------I Vis»__-___J \\�\�pp,, AND SHEETS 3 h 3.1 Z. 1 PROIJUCT REVISED ...c SF FOR CAPACITY es ea PiraE v ith the PTaida y n Bcildiog Code - 70592 - A�mna NoJ '0 =�: ;�T= �11 =12 Mdc Prc,dact ,4.- (Aing no. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS '•., HORIZONTAL OR VERTICAL THESE MUUJONS CAN ONLY BE USED WITH /�S$`...... D �` ` M07-04 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING SIW GLAZING PRODUCTS /YYA®1��1A\VA\ sheet 1 of 18 . . ... . . . .•. •. •. . . . .. .. . 3 1.250 Imo- 6.000- 1.000 1.000 I I o • • •• [-4.000-7Z ;m •• 2 5.000 375 : • • 11 • : � o • •• Ff D 125 .125 .125• • • • • •.125 TYP. a 00 4.000 4.000 4.500 6.000 125 ry 725 W 3.000 F C TYP. L- Ix TYP. = .9502 IN\4 Ix = 2.0374 IN\4 I% = 3.1876 IN\4 Ix = 4.2421 IN\4 m? R Sx = .6335 IN\3 Sx = 1.0167 IN\3 Sx 1.5939 H\3 Sx 1.8854 IN\3 Ix 4.8538 IN\4 Ix= 16.9059 m'\4 Sx = 2.4269 IN\3 Sx 5.6353 IN\3 f 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION 4 X 4 6 X 6 Q 6 OR E I LJ 6063-T6 6063-T6 6063-T6 6063-T6 STD. MULLION STD, MULLION 0 6063-76 6063-T6 N I^--2.ODB-^1 �2.00G-�•I I I [-2.000-1 -8.000� O JN N z -i J JO 2.000--1 �2.ODO 1 � 3 ui lo I I .125 .250 .125 125 m 0¢J Ti P. TYP. TP. Z N H 3WW N .125 .250 6.000 6.000 0=_"1 :2 F-O U 1 TYP. TYP. Z U Zz cu w 4.000 4.000 8.000 8.000 O r Q NrnoL L k O Ix = 2.9762 IN\4 Ix = 5.3073 IN\4 Ix = 8.2757 IN\4 Ix = 152031 IN\4 Sx = 1.4881 IN\3 Sx - 2.6536 IN\3 Sx = 2.7586 IN\3 Sx= 5.0577 IN\3 s m 2 X 4 2 X 4 2 X 6 2 X 6 0,n r n STD. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION Ix = 17.4502 IN\4 Ix - 40.7080 IN\4 b W 6063-T6 6063-T6 6063-T6 6063-TG Sx = 4.3625 IN\3 Sx s 10.1770 IN\3 U 2 X 8 8 X 8 mg = 690 1.690 STD, MULLION STD. MULLION - 6063-T6 6063-T6 THESE MULLIONS CAN ONLY BE USED WITH .125Etm 00 .125 2.500 SIW GLAZING PRODUCTS u 0�,o 1.030 NOTCH OPTIONAL Ptd f I OPNOTCH TIONAL .125 PRODUCTREVISF.D �p'•uCENgE••' ! & F=--3.750-moi Fes--3.750�-I NOTCH e romPIYiF 4"ib�Florida 2.000 Building Code 70592 s oPnoNAL 0 2 1/2 cN t 09J?•1022 H*a II MIN. MULLION CLIP (6063-76) e MULLION CLI (6063-T6) - nmam adeProdu<twx GxctTp o '. A OF `�/� drawl (6063-T6) 1/2' 1 A•: \�; (ALT.To ANGLES) 1/2' (ALT.TO ANGLES) MIN. M07-04 CUP LENGTHS MUST BE CUT TO FR SNUG MIN. CUP LENGTHS MUST BE CUT TO FIT SNUG ANGLE CLIP /� aQ�p.,t rGl�\� INTO 1BY TUBE MULLIONS. INTO 29Y TUBE MULLIONS. 6063-T6 sheet 2 of 1$J . . ... . . . ... .. .. . . . •• .. . . . . . . . . . . . DESIGN]AAD CAPACITY- PSE (TUBE MULLIONS) DESIGN[AAD CAPACITY- PSF(TUBE MULLIONS) ARCHES TO BE INSCRIBED 1-I/4 1_1/4 INSIDE RECTANGULAR SHAPE HORIZONTAL MULLIONL o M VN % R WIA'DOW DIMS. 1 X 3 1 X 4 1 X 4 4-1/2 2 X 4 2 X 4 WINDOW Aws. 1 X 3 1 X•4 I*A 4-1/2 20 X 4 BOX 4 GLAZING O WIDTH(W)MULL SPAN S . STD. CUSTOM CUSTOM STD. HEAVY WIDTH(W) P D. - CUSTOM CUM *TD. RJ EY VERTICAL PRODUCT 3 Z TDori z 19-1/8" 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8• • 052.0 1.1.5 4 130.0 d 130.0 0.0 .1%0 MULLION Q F 0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' • • 37.5 Ib.5 -1*-9 130.0 017.6 1300 o F 1,r 2 n • • GLAZING GLAZING �d a LL S 0 30' 130.0 130.0 130.0 130.0 130.0 130.0 30• 33.2 71.1 108 130.0 0.9 .0 PRODUCT PRODUCT j N �p,V C 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 26.9 57.7 88.0 105.6 84.2 130.0 3 C"1 H GLAZING GLAZING 42' 130.0 130.0 130.0 130.0 130.0 130.0 42• 23.7 50.8 77.5 93.0 74.2 130.0 d W 36-3/B' U. PRODUCT PRODUCT p t 48' 130.0 130.0 130.0 130.0 130.0 130.0 b' •• •D.7• "A 6M.� 8).40 64. 115.8 54• 127.8 130.0 130.0 130.0 130.0 130.0 54' •• - �.s 9E.S 7�.4 5}7 102.9 N 60" 115.0 130.0 130.0 130.0 130.0 130.0 60" • r • *.6• 51. 92.6 �� O o 66" 104.5 130.0 130.0 130.0 130.0 130.0 W. • •- • l2.3• #.3 9•.2 47.2 84.2 W1 W2 r MUWON SPAN O G p 72• 95.8 130.0 130.0 1 130.0 130.0 130.0 72" •• -s 29. .2 41 77-2 Q 19-1/8• 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 34.8 74.7 116.9 130.0 109.1 130.0 TYPICAL MULLION ARRANGEMENTS ir z z° 1�VE 26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2" 25.1 53.9 84.4 111.4 78.8 130.0 LL w N LL 30" 130.0 130. 130.0 130.0 130.0 130.0 W. 22.2 47.6 74.5 98.4 69.6 124.1 E J Q J 37' 105.7 130.0 130.0 130.0 130.0 130.0 37' - 38.6 60.4 79.8 56.4 100.6 WIDTH (W) = W1 + W2 Q w o f k' 42" / 93.1 130.0 130.0 130.0 130.0 130.0 42" - 34.0 53.2 70.3 49.7 88.6 2 50-5 8' 96' (7- 48" 81.5 128.6 130.0 130.0 130.0 130.0 48' - 29.8 46.6 61.5 43.5 77.6 54" 72.4 114.3 130.0 130.0 130.0 130.0 54' - 26.5 41.4 54.7 38.7 68.9 60' 65.2 102.9 130.0 130.0 130.0 130.0 60' - 23.8 37.3 49.2 34.8 62.0 NOTE: 66" 59.3 93.5 130.0 130.0 130.0 130.0 66• [__-j__ 21.7 33.9 44.7 31.8 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Z CU N 72' S4.a 85.7 130.0 130.0 128.2 130.0 72" - - 31.1 41.0 29.0 51.7 VERTICALLY OR HORIZONTALLY. -jC) r, 19-1/8' 123.3 130.0 130.0 130.0 130.0 130.0 19-1/8- 24.5 52.5 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) -j a� N 26-1/2• 89.0 130.0 130.0 130.0 130.0 130.0 26-1/2' - 37.9 59.3 78.9 55.3 98.7 (n 30' 78.6 130.0 130.0 130.0 130.0 130.0 30• - 33.5 52.3 69.7 48.9 87.1 w iO Q I.Mj 37• 63.7 106.2 130.0 130.0 130.0 130.0 37" - 27.1 42.4 56.5 39.6 70.7 0 42- 56.1 93.5 130.0 130.0 130.0 130.0 42" - 23.9 37.4 49.8 34.9 62.2 0 Z U w n 63' 108• F- w n 48' 49.1 81.8 124.0 130.0 122.7 150.0 48' - 20.9 32.7 43.5 30.5 54.5 0__ 54• 43.7 72.7 110.2 130.0 109.1 130.0 54' - - 29.1 38.7 27.1 48.4 V Z C) 60" 39.3 65.5 992 118.8 98.2 130.0 60• - - 262 34.8 24.4 43.6 Z 0- 66' 66• 35.7 59.5 90.2 - 108.0 89.2 130.0 66" - - 23.8 31.7 22.2 39.6 72" 32.8 54.6 82.7 99.0 81.8 130.0 72' - - 21.8 29.0 20.4 36.3 -j to 19-1/8' 75.3 130.0 130.0 130.0 130.0 130.0 19-1/8' - 38.3 59.9 79.7 55.9 99.7 Q n w w 26-1/2" 54.4 105.4 130.0 130.0 130.0 130.0 26-1/2" - 27.6 43.2 57.5 40.3 71.9 N r 30' 48.0 93.1 130.0 130.0 130.0 130.0 30" - 24.4 38.2 50.8 35.6 63.5 C� 37" 38.9 75.5 114.1 130.0 1 113.5 130.0 37• - - 30.9 41.2 28.9 51.5 42* 74-1/4' 34.3 66.5 100.5 120.4 100.0 130.0 42• 120" - - 27.3 36.3 25.4 45.4 48' 30.0 58.2 87.9 105.4 87.5 130.0 48" - - 23.8 31.7 22.3 39.7 ' 54' 26.7 51.7 78.1 93.7 77.8 130.0 54" - - 21.2 282 - 35.3 W - 60' 24.0 46.6 70.3 84.3 70.0 1222 60" - - - 25.4 - 31.8 k,�, 68• 21.8 42.3 63.9 76.6 63.6 111.1 66' - - - 23.172' 20.0 38.8 58.6 70.3 58.3 101.9 72" - 21.2 - 26.5 19-1/8' 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8• - 28.7 45.0 59.8 42.0 74.926-1/2" 46.9 95.2 130.0 130.0 130.0 130.0 26-1/2" - 20.7 32.5 43.2 30.3 54.030" 41.4 84.1 126.8 130.0 126.5 130.0 30• 28.7 38.2 26.8 47.7 37' 33.6 68.2 102.8 123.3 102.6 130.0 37" - - 232 30.9 21.7 38.7 6 1642' 29.6 60.1 90.s 108.6 903130.0 42" - - 20.5 27.3 - 34.1 THESE MUWONS CAN ONLY BE USED WITH 78• 25.9 52.5 793 95.1 79.1 130.0 48• 132" _ _ _ 23.8 - 29.8 SIW GLAZING PRODUCTS 54' 23.0 46.770.5 84.5 70.3 122.6 54" - - - 21.2 - 26.5 6' 20.7 42.0 63.4 76.1 63.2 110.4 60" _ _ _ _ - 23.9 MULLIONS ... J .. ac-"N 66" - 36.2 57.7 69.1 57.5 100.3 66' - - - - - 21.7 72• - 35.0 52.9 63.4 52.7 92.0 72' - - - - - - PRODUCTREVISED ; V-� •- 19-1/8' - 22.1 34.6 46.1 32.3 57.7 ens_m id:Nc Florida a Plying w uilding CoieM,y} q � N 2 % .. 26_1/2' - - 25.0 33.3 23.3 41.6 Bp OL -17;• 30• - - 22.1 29.4 20.6 •`+- 37• 144' - - - 23.8 - 29.8 42" - - - 21.0 - 26.3 BY %�® T •<[/� drOwingo no. Miami ade['mJ1:ct Cady i .. P-. a�` L1 ( )/ • - - - - - Zoo ALOADS ARE EXT.+INT.(-)• .4 //oil III1\\ sheet 3 of 18 • • ••• .. . • ••. .. .. . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSA(TUBE M JUJONS) ARCHES TO BE INSCRIBED 3 4 X 4 2 X 6 2 X 6 2 X 8 B X 6 8 X 8 4 X 4 2 X 6 2 X 6 2 X 8 6 X 6 8 X 8 INSIDE RECTANGULAR SHAPE FHOR¢ONTAL MULLION < WINDOW DIMS. WINDOW DIMS. O WIDTH(W)MULL SPAN STD. STD. HEAVY STD. STD. SID. WIDTH(W)ML4L SPAN STD. H VY SPD. STD. STD. 0 19-1/8' 130.0 130.0 150.0 130.0 770.0 130.0 19-1/8' • • • 1.0.0 1.10.0 130.0 130.0 t♦10.0 13♦i0 CLAZNG VERTICAL R-- " Z q 26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' • 1 .0 1 .O 1 .S IA-0 ♦30.0 130.0 MULLION Q F � z 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' • • 130.0 1 .0 14.0 130.0 .0 1 0 Zo Z (r W Z n of 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' • ••10.0 13041 130.1 130.0 070.0 •30.0 GLAZING GLAZING J< f 42' _ 130.0 130.0 130.0 130.0 130.0 130.0 42' 121.0 130.0 130.0 130.0 130.0 130.0 PRODUCT PRODUCT N p O 38-3/8 GLAZING GLAZING 3 d W b' 130.0 130.0 130.0 130.0 130.0 130.0 48' 105.9 121.8 130.0 130.0 130.0 130.0 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' 4.1 108 130.0 130.0 130.0 130.0 PRODUCT PRODUCT ar p H F 80' 130.0 130.0 130.0 130.0 130.0 130.0 W. • M.7• 9p.4 11)0,0 1 .O 12 130.0 , 0?N7 r 66' 130.0 130.0 130.0 130.0 130.0130.0 66' • �]E• �.6 1�.0 1�• ... 130 130. • 0 Op 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' • jp.6 .2 1 1 .6 130.0 13(1.0 W1 W2 I MUWON SPAN _I Q d O R g 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 0 0 100.00 1307 1JD.0 171• 17•.0 130.0 O IL a dp 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 128.5 130.0 130.0 130.0 130.0 130.0 aA R Z p xYj 30" 130.0 130.0 130.0 130.0 130.0 130.0- 30 115.5 130.0 130.0 130.0 130.0 130.0 TYPICAL MULLION ARRANGEMENTS Q w o 4 th 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 92.0 119.6 130.0 130.0 130.0 130.0 _ 00�,! O 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 81.1 105.3 130.0 130.0 130.0 130.0 J O(0 J 50-5/8' 96' W1 2 W2 Q W m E 48" 130.0 170.0 130.0 150.0 130.0 130.0 48' 70.9 92.2 130.0 130.0 130.0 130.0 WIDTH (W) = 2 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' 63.0 81.9 130.0 125.4 130.0 130.0 0 60' 130.0 150.0 130.0 150.0 130.0 130.0 60' 56.7 73.7 130.0 112.9 130.0 130.0 r 66' 130.0 130.0 130.0 130.0 130.0 130.0 66' 51.6 67.0 119.0 102.6 130.0 130.0 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 47.3 61.4 109.1 94.1 130.0 130.0 NOTE: cn is-1/6' 130.0 130.0 130.0 130.0 130.0 130.0 t9-t/e" 125.0 130.0 130.0 130.0 130.0 130.0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 0 JN N VERTICALLY OR HORIZONTALLY. �c 26-1/2' 130.0 170.0 130.0 130.0 130.0 130.0 26-1/2' 90.2 130.0 130.0 130.0 130.0 130.0 J (INTERPOLATION BETWEEN WIDTHS ALLOWED) J �In 30' 130.0 170.0 130.0 130.0 130.0 130.0 30' 79.7 1152 130.0 130.0 130.0 130.0 O Ed 14- , .'0.. 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 64.6 93.4 130.0 130.0 130.0 130.0 0�n 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 56.9 82.3 130.0 125.7 130.0 130.0 W t7 48, BS' 130.0 130.0 130.0 130.0 150.0 130.0 48' 108' 49.8 72.0 127.6 110.0 130.0 130.0 lb Z to J 54" 130.0 130.0 130.0 130.0 130.0 130.0 54' 44.3 64.0 113.4 97.8 130.0 130.0 m D- m 60' 130.0 130.0 130.0 130.0 130.0 130.0 60' 39.9 57.6 102.1 88.0 122.9 130.0 ? U Z QUQ a 66' 130.0 130.0 130.0 130.0 130.0 130.0 66" .16.2 52.4 92.8 80.0 111.8 130.0 Z Q O W H 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 35.2 48.0 85.0 73.3 102.4 130.0 d U 19-1/8' R13O.0 130.0 130.0 130.0 130.0 130.0 19-1/e' 91.1 130.0 130.0 130.0 130.0 130.0 7 Q�v 26-1/2' 130.0 130.0 130.0 130.0 130.0 26-1/2' 65.8 104.6 130.0 130.0 130.0 130.0 Q 3 W 30' 130.0 130.0 130.0 130.0 130.0 30' 58.1 92.4 130.0 130.0 130.0 130.0 fn 0>n ti 37' 130.0 130.0 130.0 130.0 130.0 37' 47.1 74.9 130.0 114.1 130.0 130.0 0 42' / 130.0130.0130.0130.0130.042' 41.5 66.0 116.6 100.5 130.0 130.074-1 4' 120'130.0 130.0 130.0 130.0 130.0 48' 38.3 57.7 102.0 88.0 1235 130.054' 130.0 130.0 130.0 130.0 130.0 54' 32.3 51.3 90.7 78.2 109.8 130.0 60' 125.9 130.0 130.0 130.0 130.0 60' 29.1 46.2 B1.6 70.4 98.8 130.0 66' 105.6 114.5 130.0 130.0 130.0 130.0 66' 26.4 42.0 74.2 64.0 89.8 130.0 72" 96.8 105.0 130.0 130.0 130.0 130.0 72' 24.2 78.5 68.0 58.6 62.3 130.0 o 19-1/8' 13C.0 130.0 170.0 130.0 130.0 130.0 19-1/8' 68.5 116.7 130.0 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 49.4 84.3 130.0 130.0 130.0 130.0 30" 130.0 130.0 130.0 130.0 130.0 130.0 30' 43.7 74.4 130.0 114.9 130.0 130.0 37' 130A 130.0 130.0 130.0 130.0 130.0 37" 35.4 60.3 108.0 93.2 1233 130.0 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' _ 312 53.2 95.1 82.1 106.6 170.0 49' 78' t30.o 130.0 130.0 130.0 130.0 130.0 48' 172 273 46.5 63.3 71.8 95.0 130.0 THESE MULLIONS CAN ONLY BE USED WITH o 0 54' 116.6 126.3 130.0 130.0 130.0 130.0 54' 24.3E744.0 63.8 84.5 130.0 5(W GLAZING PRODUCTS m `c e 60' 105.0 113.7 130.0 130.0 170.0 130.0 60" 21.86.6 57.4 76.0 13(1.0 6fi' 95.4 1WA 130.0 130.0 130.0 130.0 66' - 0.5 52.2 69.1 130.072' 87.5 94.7 130.0 130.0 150.0 130.0 72" - 55.5 47.9 63.4 120.4 MULLIONS - - ` ,,��pp.ari19-1/8' 52.730.0 130.0 130.0 130.0 PRODUCT REVISED26-1/2' 38.119.2 108.0 130.0 130.0 141complrg with tlrc Fkride30' 33.605.3 95.4 117.1 130.0 uilding Code NpAmq,t-No 37' 144' 27.385.4 77.3 !73.2 130.0 141 n Dte42" 24.075.2 68.1 130.0 8yMian Dde oduct Caero 21.065.8 59.6 130.0 OFse - 31.8 58.5 53.0 130.0 ALL LOADS ARE EXT.(+)/INT.(-). 77AA7jV R1� �� sheet 3.�of�g . . ... . . . ... .. .. . . . .. .. . • . . • • • • • �l 3 N 2 %2X1/8' ALUM ANGLE 0 • • • ••• • FLOATING CIDP o TYPICAL ANCHORS p • • • • • • •• • • O Z m w 1 PER ANGLE • • `y i• • •• • CAL JIfHORS O g' O • • i.�j 1'• • • 7 114 SMS •• ••• • • • • • P CLIP Q F N = 2 PER ANGLE ••• • _ O O ti e 0 IL it O • • • • • •• • • • • • • • • • D02 IRE oo MUWON •• • • • • • RIULCCA o N 1/2" 1/2" ° MAX. / MAX. / Q W=- o �2qm HOLLOW/FILLED BLOCK CONCRETE HOLLOW/FILLED BLOCK C j �j p •" Q w 0 P TRIM LEG AS REOD. N 3" MIN. ALTERNATE W a ANCHOR LOCATION O J N N icyJ JO o- 3/6" 3"MIN. 10 e - MIN. NU.I w 0>Qh I I m J Cn ly N I o I I 1 F 3w • il I 1 1 1 VU aL)m ----- � M ^ J —SCC s MUWON MUWON Q 3 w w Nrno O TYPICAL ANCHORS TYPE `W2' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES w THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 6 FOR ANCHOR CAPACITIES o -�o s w N 2S N O 00 m O u C PROL:UCT REVISE!) �1 � //ij _ >e—lying wnh the PMrida `��pJ"•-•' • Btuldmg Cod& 22 S•'•uCENSF•••"VV i Arr� OD42 - No 70582 = s S • 6(/� Browing no. �S " C, THESE M07-04 THESE MULLIONS CAN ONLY BE USED ••...... WITH � ' SIW GLAZING PRODUCTS ' . . ••• . . . ... .. .. . . . .. .. . . . . . . . . . . . 3 2%2X 1GLE U ALUM ANGLE FLOATING CUP o 0 TYPICAL ANCHORS • • • ••• • • 0 q 7 PER ANGLE • • • • �?• • • •fYPIC/�!ANCHORS • • • ham• • •• • • 2•ER CUP • • • • • • • • • 7� Bio SMS • • • • • • • • • f L q 2 PER ANGLE i ----- _ _ <`�_____ Cl yl -.0 • • __ •a---♦ • •_L_____ Q N • ••• • • • • • • -_--- -- _ / • • • • • •• • • o C, 2 C ao< MULLION •• i i. • • 1"DLLI�1• z Qto m 0,J 0 wjl YN�I MAX 7/-��,.,,/FILLED BLOCK DLCOW/FILLED BLOCK LL wZ y_ CONCRETE CONCRETE o UCTURE M 5TRUCNRE J f7 tG Q w Q ZV) r TRIM LEG AS REOD. O 3"MIN. ALTERNATE ANCHOR LOCATION U) 3"MIN. Z G ii i c Z In I o I i I FF. 3w m o Of_ r L-Lui ------� I I ----- ~z CJ w Z (Loc n MUWON MUWON Z) Q 3nW W NIT I] r MUWON I I I I MULLION O FLOATING CUP j j _ _ TYPICAL ANCHORS Ir ---- -- ll r( Tl 2 PER CUP w I� II 11 II II 11 H � 11 o r n n 79 . . do I CONCRETE '•a. 'Ed:. CONGRETE . o. 4 o 0 .L _ o TYPICAL ANCHORS TYPE 'B2'. `C2', 'M2' ' W DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE PRODUCT REVISED `��p J�®•A� �� INTO METAL STRUCTURES acomdyiawi:GthcFlurida �;'VGEN,gF'•.• — a •Q 7 4 n SEE SHEET 6 FOR ANCHOR CAPACES 'llU fREdi . By 6Kua Oadc Pramct A OF �� drawing no. THESE MULLIONS CAN ONLY BE USED WITH '�i�S'�e'••• �� M07-04 SIW GLAZING PRODUCTS /i"111111100t``` sheet 5 of 18 . . ... . . . ... . . . . . . . . . . DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U i TYPICAL ANCHORS: A WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH(W) MULL SPAN W2 H2 C2 M2 WIDTH (W) MULL SPAN W2 41 B2 C2 M26 W W) MULL JPAN W2 B2 C2 M2 1/4* DIA ULTRACON BY TELCO' (F-177 KSI. Fy=155 KSI) o 19-1/6' 130.0 117.7 130.0 130.0 19-1/8' 99.0 67.99 109.0 1J0.0 10-1/8" •• 464.% 37.6 83.8 9B.0 W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z n F. 26-1/2' 130.0 85.0 130.0 130.0 26-1/2' 71.E 1.8 3.1 1 .8 2%A42' • 417 272 60.5 70.7 1-1/2" MIN. PENETRATION INTO WOOD Q 3 30' 129.1 75.0 130.0 130.0 30" 63.E 66.99 82.2 9•.t •3p► • 4At.i 2a.o 53.4 62.5 W2: THRU 1BY BUCKS INTO CONC. OR MASONRY Q 2 t n 37' 104.7 60.9 130.0 130.0 37" 51.5 29.9 6.7 77. ••• 3.5 - 43.3 50.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Ir°o p`c 42" 92.2 53.6 119.4 130.0 42" 45.4 26.4 58.7 68.7 42' 29.5 - 38.2 44.6 Q 48" 80.7 46 48 3a-3/8' .9 104.4 122.1 " 78' 120' 82: DIRECTLY INTO HOLLOW/FILLED BLOCK IL m 39.7 23.1 51.4 60.1 48" 25.8 - 33.4 39.1 1-1/4" MIN. EMBED INTO BLOCK m f 54" 71.7 1 41.7 92.8 108.5 54' 35.3 2" 05.70 53.9 •07' 004 422.9 - 29.7 34.7 G b 60' 64.5 37.5 83.6 97.7 60' 31.8 • J" .1 60: • • 20.6 - 26.7 31.2 C2: DIRECTLY INTO CONCRETE (�o 66' 58.7 34.1 76.0 88.8 66' 28.9 -• 57.40 46.7 •!6' •- - 24.3 28.4 1-1/2" MIN. EMBED INTO CONCRETE Q'X�17 e 72" 53.8 31.3 69.6 81.4 72' 26.5 •t j4.3• 40' •7 0 - - 22.3 26.0 C C o G " 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Q O b E 19-1/8' 130.0 89.2 130.0 130.0 19-1/8' 92.5 53.8 119.8 130.0 19-1/8" 58.9 34.2 76.2 89.1 Q.rp 2 Q n M2: INTO METAL STRUCTURES K 26-1/2' 110.8 64.4 130.0 130.0 1 26-1/2' 66.8 38.6 86.4 101.0 26-1/2' 42.5 24.7 55.0 1 64.3 30' 30' 97.8 56.9 126.7 130.0 30" 59.0 34.3 76.3 89.3 37.5 21.8 48.6 56.8 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) IL Z m=o Ll ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) a m a j 37" 79.3 46.1 102.7 120.1 37' 47.8 27.8 61.9 72.4 37" 30.4 - 39.4 46.1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q w mm F f 42' 69.9 40.6 90.5 105.8 42" 42.1 24.5 54.5 63.8 42' 26.8 - 34.7 40.6 Li 50-5/8' 84' 732' O 48' 61.2 35.6 79.2 92.6 48" 36.9 21.4 47.7 55.8 48' 23.5 - 30.4 35.5 TYPICAL EDGE DISTANCE 54" 54.4 31.6 70.4 82.3 54' 32.8 - 42.4 49.6 54" 20.8 - 27.0 31.6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 60" 48.9 28.4 63.3 74.1 60' 29.5 - 38.2 "A 60' - - 24.3 28.4 INTO WOOD STRUCTURE = 1" MIN. � 66" 44.5 25.9 57.6 67.3 66' 26.6 - 34.7 40.6 66' - - u-1 25.8 INTO METAL STRUCTURE = 3/4" MIN. Z CJ n 72" 40.8 23.7 52.8 61.7 72" 24.6 - 31.8 37.2- 72' - - 20.2 23.7 2 -1 O N WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ^ 19-1/8' 123.3 71.7 130.0 130.0 19-1/8' 80.9 47.1 104.8 122.5 19-1/8' 54.0 31.4 69.9 81.7 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. j Uj�� 26-1/2' 89.0 51.8 115.2 130.0 26-1/2' 58.4 34.0 75.6 88.4 26-1/2" 38.9 22.6 50.4 58.9 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. � 3:wM 30' 78.6 45.7 101.8 119.0 W. 51.6 30.0 66.8 78.1 30' 34.4 20.0 44.5 52.1 W 0 Q M 37" 63.8 37.1 82.5 96.5 37' 41.8 24.3 54.2 63.3 37' 27.9 - 36.1 42.2 m Z to 42' 56.2 32.7 72.7 85.0 42' 36.9 21.4 47.7 55.8 42' 24.6 - 31.8 37.2 I- 3 w LL % � M 63" 96' 144' _ 48' 49.7 28.6 63.6 74.4 48' 32.3 - 41.8 48.8 48' 21.5 - 27.8 32.5 � F U Ua I U0 co 54' 43.7 25.4 56.6 66.1 54' 28.7 - 37.7 43.4 54' - - 24.7 28.9 Z a�m a 60' 39.3 22.9 50.9 59.5 60" 25.8 - 33.4 39.1 60" - - 22.3 26.0 ^ 66' 35.7 20.8 46.3 54.1 66' 23.5 - 30.4 35.5 66' - - 20.2 23.7 - 72' 32.8 - 42.4 49.6 72' 21.5 - 27.8 32.5 ¢ 3 n W w MULLION HORIZONTAL MUWON (n m 0 F 19-1/8" 104.7 60.8 130.0 130.0 19-1/8' 71.9 41.8 93.1 108.9 MULLION ANCHORS 26-1/2" 75.5 43.9 97.8 1 114.3 26-1/2" 51.9 30.2 67.2 78.6 ANCHORS ARCHES TO BE INSCPoBED O INSIDE RECTANGULAR SHAPE 30' 66.7 38.8 66.4 101.0 30' 45.9 26.7 59.4 69.4 37' 54.1 31.4 70.0 81.9 37' 37.2 21.6 48.1 56.3 %'GLAZING 4Y 74-1/4 47.7 27.7 61.7 72.1 42' 108' 32.8 - 42.4 49.6 VERnCAL PRODUCT 3 48' / 41.7 24.2 54.0 63.1 48' 28.7 - 37.1 43.4 MUWON o Z '(� C N 54' 37.1 21.5 48.0 56.1 54' 25.5 - 33.0 38.6 m a \ANCHOR o o GLAZING GLAZING a bET ~ 60' 33.4 - 43.2 50.5 60' 22.9 - 29.7 34.7 m AIL/i 3 PRODUCT PRODUCT NUWON N 3 8 n 66" 30.3 - 39.3 45.9 66' 20.8 - 27.0 31.6 Rl GLAZING CIAZtNG ANCHORS ; g 72' 27.8 - 36.0 42.1 72' - - 24.7 28.9 PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). \-MULLION a ANCHORS m u` - o W7 W2 MUWON SPAN o o c 11t1111111I E7 O NOTE: _. �•�\` 77777/ n ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYPICAL MULLION ARRANGEMENTS PROOIICT REV[SF.D "lp........ q - AT HEAD, SILL OR JAMB ENDS. n"`ocepLyi.gmmB"Fkmda' .` 'P•• -'•O - •� SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. ildi Ate .«�/ .0 o „ .�- WIDTH (W) = w 2 W2 n Uae !(JF4 _ 70582 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _ BY o o. mi- •. A OF �[/� drawing no. THESE MULDONS CAN ONLY BE USED WITH M07-04 � s •" �` SIW GLAZING PRODUCTS '7777 ®�I . . ••• • . ... .. .. . ... .. .. . . . . . . . . . . . �U 3 a 2%2X1/8' ALUM ANGLE FLOATING CDP n TYPICAL ANCHORS • • • • • • • •• • • �+ Z m n i 1/2" 2"MIN. 2 PER ANGLE 3 : m �_ • �--ya.'-M—_rl—!�'I • •�v''w'f•)� ORS Q_ �q"• z MIN. 14 SMS ••• • • i PE CUP o F f L n_ N 2 PER ANGLE _ ••• • 0 W a ----- -- - •.. --- --- " ----- ••" •• • •• • • --r- • ----- O gFC-t F,• C i?Oa a8 • MU00 0 WON MUWON mom g MAX. imal Qw zMAX. . / y,Z w_o OLLOW/flL ED BLOCK OLLOW/FILLED BLOCK J m CO RETE CONCRETE Q W m g O TRIM LEG AS READ. z 3"MIN. ALTERNATE to ANCHOR LOCATIONmvx 3/8" 3"MIN. O J cV MIN. JCJQQQM m Z/n3 W® D ()Z" 7 Z (L Q '} m o Q 3,n�v MUWON o rn W F MULLION w O TYPICAL ANCHORS TYPE 'W4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES = o o `u a a aao�g� c u= �0 0 ao 0 � w. PRODUCTREVISFD `�� p�7^"•A� �� o a%e««Wnmg with the FWrlds S;''JCENSF'•.• o "/ o Building Code E By Mian Dade u" _ -• _ :0'•. OF �� drawing no. THESE MULLIONS CAN ONLY BE USED WfM M07-04��/ y�+/•••'' C1�� SIW GLAZING PRODUCTSsheet 7 of 18 . . ... . . . ... .. .. . . . .. .. . 2%2X 1/8' U 3 ALUM ANGLE N FLOATING CLIP o TYPICAL ANCHORS • • • • • • O 2' MIN. 2 PER ANGLE • • •°D • m —� ••TYPIC ARCHORS Z n MIN. • • • • • •• • • 4�ER CUP p FF W o • • • • • • • • • Z p J a14 SMS • • • • 0096 • • • 2 PER ANGLE • •• • ••• • ar Cn O 'N m N J / • • • • • • • I • / V paao � woN ••• • • • �+ • Mu •MU�Iprr 1/2' 1/2' MAX. HOL10W/FlLLED BLOCK M �/.-,/Fll-LED BLOCK a yWj y o CONCRETE CONCRETE LL?O n M STRUCTURE M STRUCTURE J 00< Ju AS Q W Ql f F TRIM LEG AS REOD. O i 3'MIN. ALTERNATE \ ANCHOR LOCATION 3/8' to `I MIN. n _____ Z f-___ Eo/ ______�•e-• O JN N 1 i t I J JC)�� i0 f 0 n iv I i 1 1 I _ 0 I _ � I I I W Da ~ I I ® :2 F-V' V I ------1 ------ o a o C Z V m n MULLION MULLION Q 3 Ul OfLASJ Vlrno O TYPICAL ANCHORS TYPE 'B4-2'. 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK w m DIRECTLY INTO CONCRETE INTO METAL STRUCTURES o - 'M SEE SHEET 10 FOR ANCHOR CAPACITIES w B in c v^ g 00 0 0� � c `YYLL1111117////' O PRODUCT REVISED ._`i)e'.•'�LGENSF /% c •� o za—plythS with the Pkrcida q BuUding Code Aoccp7alce Mb l 'l1 p� No. E. .1 Dme �1�Z2 By Net Dade Aodl¢c �� !vim\ drawing no. c�. M07-04 THESE MULLIONS CAN ONLY BE USED WITH '��is��•' � �`� SIW GLAZING PRODUCTS �///� 1 g.LLY\�� sheet 8ofj8 . . ... . . . ... w 2 X 2 XI �1i< ALUM ANGLE o _ TYPICAL ANCHORS • ••• • • o Lm 1/2 2'MIN. 2 PER ANGLE • • • •• • • Z m MIN. • • •• • • • O o /14 SMS � • � • • • • • W 2 PER ANGLE • • • • • • • • Q f Z n !r • • •• ••• •• Odyn • • • • . • • 0 : . •• •• .• •. vow.+ • C'o?m • • w • 8 w • w . . • [p. N O-aNEY 0 Q W�- b LL ZN_o ----------- WW Q WOE F MULLION NA a OLIOW/FILLED BLOCK to I CONCRETE Z U v STRUCTURE 2 J O N Li 10 TRIM LEG W C,Q M AS REOD. m Z N 6'MIN. ALTERNATE CATION ~ 3:wpNCHOR2z E, W � aO�I+l ~ U r I N � Vlrno � co I I + � I r y y oar€� MULLION q 33 c� TYPICAL ANCHORS TYPE •B4-2'. 'C4-2'. 'M4-2 5 «g g o DIRECTLY INTO HOLLOW/FILLED BLOCK u 0 DIRECTLY INTO CONCRETE INTO METAL STRUCTURES PPRODUCTREVISFD `O PFJ w....... campiyiag wit},the Florida ; NSEc V��% SEE SHEET 10 FOR ANCHOR CAPACMES &aldirxCade o n Aoccptacce No •QQ_n ` No.70592. a Miam Dade uct �� •'•. �� drawing no. e� THESE MULUONS CAN ONLY BE USED WITH ''i •'••• �G`�� M07-04 SIW GLAZING PRODUCTS ��O III111�``\\ sheet 9 of 181 . . •.. . . . ... DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF TIPICAL ANCHORS: V N WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE � - o WIDTH (W) MULL SPAN W4-2 B4-2 C4-2 M4-2 WIDTH (W)MULL SPAN W4- R4-2 4-2 M4-,p W ) MULL JtAN W4_-2 B4-2 C4-2 M4-2 1/4" DIA. ULTRACON BY •ELCO• (Fw177 KSI,FY-155 KSI) a 19-1/8" 130.0 130.0 130.0 130.0 19-1/8" 130* 00.40 11110.0 130.0 1 10-1/8' •• 629.0 58.7 1111.9 130.0 W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z m 26-1/2" 130.0 130.0 130.0 130.0 26-1/2' 1304 45.2 e 4.3 t .0 21A42 • .5 42.4 80.8 130.0 1-1/2" MIN. PENETRATION INTO WOOD 0 a Z M O 30" 130.0 117.1 130.0 130.0 30" 127* 07.60 109.0 130.0 •300 • 402.69 37.4 71.4 125.0 W4-2: THRU 1BY BUCKS INTO CONC. OR MASONRY 37" 130.0 94.9 130.0 130.0 37" -103.0 46.7 9.0 130. 17' Soo 61P.9 30.4 57.9 101.3 1-1/4- MIN. EMBED INTO CONC. OR MASONRY IL m 42" 130.0 83.6 130.0 130.0 42' 90.7 41.1 78.4 130.0 42" 59.0 26.7 51.0 89.3 w 38-3/8" 78" 120" B4-2: DIRECTLY INTO HOLLOW/FILLED BLOCK n, 48' 130.0 73.2 130.0 130.0 48" 79.4 36.0 68.6 120.2 48" 51.6 23.4 44.6 78.1 54' 130.0 65.0 1 124.0 1 130.0 54" 70.6 3!(r 01.01 106.0 ••t" 4 •• 4 05.9 20.8 39.6 69.4 1-1/4' MIN. EMBED INTO BLOCK 60" 129.1 59.5 111.6 130.0 60" 63.5 2j,8 .1 60: 41.3 - 35.7 62.5 C4-2: DIRECTLY INTO CONCRETE C Nj e~i 66' 117.3 53.2 101.4 130.0 66' 57.7 26.20 19.9 81.4 X96. 41 457.5 - 32.0 56.8 1-1/2" MIN. EMBED INTO CONCRETE Q'aca 8 72" 107.6 48.8 93.0 130.0 72" 529 42td_ 65.7 80.i 7 4.4 - 29.7 52.1 0 p 1/4' DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 0 d�¢ 19-1/8" 130.0 130.0 130.0 130.0 19-1/8" 130.0 93.9 130.0 130.0 19-1/8' 117.7 53.4 101.8 130.0 y N p m M4-2: INTO METAL STRUCTURES It:' 26-1/2" 130.0 100.5 730.0 730.0 26-1/2' 730.0 60.5 115.4 130.0 26-1/2" 85.0 38.5 73.4 128.6 Q W�� S. STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) y i w:o 30" 130.0 88.7 130.0 130.0 30" 117.9 53.5 101.9 130.0 30" 75.1 34.0 64.9 113.6 1 p� �o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) J a m 37" 130.0 72.0 130.0 130.0 37' 95.6 43.4 82.7 130.0 37" 60.9 27.6 52.6 92.1 W m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q 42" 130.0 63.4 120.8 130.0 42" 84.2 38.2 72.8 127.5 42' 53.6 24.3 46.3 81.7 50-5/8" 84' 132' O 48' 122.3 55.5 105.7 130.0 48' 73.7 33.4 63.7 111.6 48" 46.9 21.3 40.5 71.0 TYPICAL EDGE DISTANCE 54" 108.7 49.3 94.0 130.0 54" 65.5 29.7 56.6 99.2 54" 41.7 - 36.0 63.1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 60" 97.8 44.4 84.6 130.0 60" 59.0 26.7 1 51.0 89.3 60" 37.5 - 32.4 56.8 INTO WOOD STRUCTURE = 1" MIN. 66" 89.0 40.3 76.9 130.0 66" 53.6 24.3 I 46.3 81.1 66" 34.1 - 29.5 51.6 INTO METAL STRUCTURE - 3/4" MIN, p J N 72" 81.5 37.0 70.5 123.4 72' 49.1 22.3 42.5 74.4 72" 31.3 - 27.0 47.3 ANCHORS CL TO CL DISTANCE = 2" MIN. -10 ,. 19-1/8" 130.0 111.9 130.0 130.0 19-1/8' 130.0 73.4 130.0 130.0 19-1/8' 107.9 48.9 93.3 130.0 uj�� 26-1/2" 130.0 80.7 130.0 130.0 26-1/2' 115.8 53.0 707.0 130.0 26-1/2^ 77.9 35.3 67.3 117.9 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. tai n 30' 130.0 71.3 130.0 130.0 W. 103.2 46.8 69.2 730.0 30" 6H.8 31.2 59.5 104.1 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. (il O Q M C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f m = 2000 PSI MIN. m 37" 727.5 57.9 110.2 130.0 37" 83.7 37.9 72.3 126.6 37" 55.8 25.3 48.2 84.4 Z_N-� 42' 112.3 50.9 97.1 130.0 42' 73.7 33.4 63.7 111.6 42' 49.1 22.3 42.5 74.4 H w 63' 95" 144" = m 48" 98.3 44.6 85.0 130.0 48" 64.5 29.3 55.8 97.6 48" 43.0 - 37.2 65.1 Z aUa a 54" 87.4 39.6 75.5 130.0 54' 5T3 26.0 49.6 86.8 54" 38.2 - 33.0 57.9 Z Q O W n OL 60" 78.6 35.7 68.0 119.0 60' 51.6 23.4 44.6 78.1 60" 34.4 - 29.7 52.1 } 66' 71.5 32.4 61.8 108.2 66' 46.9 21.3 40.5 71.0 66' 31.3 - 27.0 47.3 Ui Q 3 72' 65.5 29.7 56.6-F99.21 72" 43.0 - 37.2 65.1 N Q MULLION HORIZONTAL MULLION 19-1/6" 130.0 94.9 130.0 130.0 19-1/8' 130.0 65.3 124.4 130.0 MULLION µCHORg PNCHORS ARCHES TO BE INSCRIBED D 26-1/2' 130.0 68.5 130.0 130.0 26-1/2" 103.8 47.1 89.8 130.0 INSIDE RECTANGULAR SHAPE 30" 130.0 60.5 115.3 130.0 30" 91.7 41.6 79.3 130.0 37" 108.2 49.1 93.5 130.0 37" 74.4 33.7 64.3 112.6 "GLAZING 42" 74-7/4' 95.3 43.2 82.4 130.0 42' 108' 65.5 29.7 56.6 99.2 VERTICAL PRODUCT 3 i ♦n MULLION Z 48" 83.4 37.8 72.1 126.2 46' 57.3 26.0 49.6 86.8 0 c a r 54" 74.1 33.6 64.1 112.2 54' 51.0 23.1 44.0 77.1 GLAZING GLAZING o vai ANCHOR u >� 60" 66.7 30.3 57.7 101.0 60' 45.9 20.8 39.6 69.4 PRODUCT PRODUCT �LTP1L tpt MULLION ; i 9k 66" 60.7 27.5 52.4 91.8 66" 41.7 - 36.0 63.1 ANCHORS z 3 72' 55.6 252 48.1 84.1 72" 38.2 - 33.0 57.9 ,j GLAZING CLAUNC 111 PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). ANCHORSCH „ % oo Wt W2 MUWON SPAN - c u c NOTE: j'. ? `71NUn1111f7A7 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYPICAL MULLION ARRANGEMENTS .`��IP�..Aye AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED vGEN$F'•.•� �� S SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. ttsmmpgingwittthcFlai�da b WI + 12 Budding Cade WIDTH (W) = arc prance No J "0 l7•/y12 = No 70592 (INTERPOLATION BE WIDTHS OR SPANS ALLOWED} 2 E Oaiz (tA22 =� , �= e S By Mian ucl Calm �� OF t!(A�� drowmg no. THESE MULLIONS CAN ONLY BE USED WRH SIW GLAZING PRODUCTS 7777 N N 1 1 7111`` sheet T O of 1$ . . ... . . . ... 2 X 2 X 1/8' m U of PLUM ANGLE • °� TYPICAL ANCHORS • • •• • •• • • FLOATING CUP 3 �' Z "I z 1/2� 3� MIN. 2 PER ANGLE • ;• c • • O F H MIN. NP. X. • • .� • • • �� H • ••• ••i* MIN. TYPICAL ANCHORS N Q f L�+ p14 SMS TYP. 4 PER CUP O W C`g 2 PER ANGLE ----- • • • -----r----- O C •• E • (c O'a'zQ oo • 0 + MULLION MULLION- / 1L z"o E m /2ZmQ J 1 HOLLOW/FILLED BLOCK 1/2 HOLLOW/FILLED BLOCK Q f f MAX. CONCRETE MAX. CONCRETE O N A (n I Z (3 O JN N J Jo J qhLo n Z) (6 " 3 5/8'MIN. 3'MIN. W 3p Q M _----______ W _____ I m ? 3w I Vz¢ a®+ I I i - - QOm N I I I I z aim �(A v Q3nw I I I 1 O I 1 I i I I I I r I 1 I p O r y n MULLION MULLION `uO vgS TYPICAL ANCHORS TYPE `W4-3' INTO 26Y WOOD BUCKS OR WOOD STRUCTURES o 0 o h THRU 1BY BUCKS INTO CONC. OR MASONRY dog c SEE SHEET 14 FOR ANCHOR CAPACITIES - \1111 neTT 0 PRODUCFRENS6U as cen+plyipg wit+:.the PledEa � SP•'uCEN3F-•;`G�i � '� � Bwldiq{C.& n of r .4xepm—[4a If 'D 2 "' By �- 0 Misln Undc 1 � .••, A F Q/�� drawing no. THESE MULLIONS CAN ONLY BE USED WfIN '� s M07-04sheet 1 1 of SIW GLAZING PRODUCTS '��Si .. .. . . . .. .. . 2X2 ALUM ANGLE o X1AN HORS 2 PER CAL CANCLE HORS • .•• ••• • • FLOATING CUP m 1/2' 3'MIN. • • •• • • Z ml MIN. TYP. • . . ... . • • v^�i of Z • • . • • _z 3' MIN. O F q p -/F/// CAL 1114 SMS • • • • • • V • TYP TYPICAL ANCHORS W N J 2 PER ANGLE • • • • • • • 6 PER CUP Q f 2 r O J O y w _____ ____-T _ _____________ _ n • • • •• "1 . • 11` p m �_____ i < 8 _ + O In U) m MU WON ® MUWON / Q W. o 1/2' 1/2- �i'Z O f m J p m Q r MAX OYI/FILLED BLOCK 011010/FlLLED BLOCK a w to f K� CONCRETE CONCRETE 0 M STRUCTURE STRUCTURE N (O Z U 0 J cV J JO 3"MIN. 3/8' 3'MIN. MIN. M DO Z to J I azn C) a I I I I Z U 2 Z I I I N Q v I J K Q 3^W I NOLO 1 I I 1 1 I I N _____ - 9 G wy ___ w w i x . w o r MULLION MUWON w o 0 < �lzN TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK c _T = FI DIRECTLY INTO CONCRETE o R m i J-6 °c. o SEE SHEET 14 FOR ANCHOR CAPACITIESAH ``1111111111T///'/' PRODUCT REVISED to QA8uilding CodcAccePlee«T.,a/9-07! D — = § 5 RY i Calla �� '•. �!(/�` drawing no. THESE MULUONS CAN ONLY BE USED WITH •• �� M07-04 SIW GLAZING PRODUCTS . • ••• • . • ••• .. .. . . . .. .. . . . . . . .. . . . . 3 2 X 2 1( 1/8- 4 u p PLUM ANGLE M 1� 0 • 1/2' 3' MIN. : : T1'? RSV •• • ••• Z2JEo MIN. NP. • • • • • •• • • C F M W o • • Z *00 • �4 SMS• • • • • • �f ANGLE� - • • Q IL O V b 2 0 - _ IL Mat Q • •• 0 n • 0600 aq Ic N H 0 m mz JO Q W OTL 0 LL Z" o Q 6 0, O N N (n 1 Z ~ _ O JN N O MUWON J J O � N MAx. OLLOW/TILLED BLOCK W �<M1 CONCRETE in ET STRUCTURE D 3 W G N �= rn Z Qom N Q (nO r ------------- i - G i i � p e r€R ;a3 I I o - o a o Si ----------- w m "' o 01 0 oo v � w MUWON ,_ _ F - \\\\\1111111/�/'' PROOBCPREVISEDIs C°i.g Co ith he Fh>,ida o n B iIdde W11Z2 = Na, 2 AN TYPICAL ANCHORS TYPE 'H4-3'. 'C4-3' - Dw DIRECTLY INTO HOLLOW/FILLED BLOCK Dy DIRECTLY INTO CONCRETE � 7-1 •,• S :�` drawing no. SEE SHEET 14 FOR ANCHOR CAPACITIES •• �` M07-04 THESE MULLIONS CAN ONLY BE USED WfTH SIW GLAZING PRODUCTS '��1 1if I \ \` sheet 13 of 18 .. .. . . . .. .. . DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN]AAD CAPACITY - PSF U TYPICAL ANCHORS: WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. I ANCHORS TYPE R� o WIDTH (W) MULL SPAN W4-3 D4-3I C4-3 WIDTH(W) MULL SPAN W403 H4-8 C4-3 WIDTH 4WJ JOULL SPAN W4-34-3 C4-3 1/4" DIA ULTRACON BY 'ELCO' (FU=177 KSI. Fy=155 KSI) o 19-1/8" 130.0 130.0 130.0 19-1/8 W. �1 .e 132.0 1!1 E' • 129.51r 7S.3 130.0 W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z q n i 26-1/2" 130.0 130.0 130.0 26-1/2' 1>60.00 83.. 130.0 2�1�2� • 93.5 4.3 721.0 1-1/2' MIN. PENETRATION INTO WOOD Q_ g J 30" 130.0 130.0 130.0 30' t2i0 130.0 00030 • • 82.60 46.0 106.9 W4-3: THRU 1 BY BUCKS INTO CONC. OR MASONRY 4H f 2 n 37• 130.0 121.7 130.0 37" 0'.01 59.9 130.0 37' .s 38.9 86.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 130.0 107.2 130.0 42' 90.7 52.7 117.5 42" 59.0 34.3 76.3 O J N 38-3/8' 78" 120' B4-3: DIRECTLY INTO HOLLOW/FILLED BLOCK d 48• 130.0 93.8 130.0 48' 79.4 46.2 102.8 48" 51.6 30.0 66.8 1-1/4" MIN. EMBED INTO BLOCK 54' 130.0 83.4 130.0 54' 70.ry T7.0 9 .4 54*• *00 49.9b 26.7 59.4 Q t M 60' 129.1 75.0 130.0 60' 63.5 36.9.081!.2 •604 •• 4 3 24.0 53.4 C4-3: DIRECTLY INTO CONCRETE 66' 117.3 68.2 130.0 66' 57.7 .6 .7 660• 37.! 21.8 48.6 1-1/2" MIN. EMBED INTO CONCRETE Q'¢ g 72" 107.6 62.5 130.0 72' --S2 S' 30.8• 86.5 724 ••• 20.0 44.5 Q IL O< N TYPICAL EDGE DISTANCE O.6 19-1/8' 130.0 130.0 130.0 19-1/8' 130.0 107.6 130.0 19-1/8" 117.7 68.4 130.0 Ml y p zs-t/z' 30.0 129.9 130.0 26-1/2" 30.0 77.6 130.0 26-1/2' 65.0 as.4 110.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. Q LL 6 30" 130.0 113.8 130.0 30' 117.9 68.6 130.0 30" 75.1 43.6 97.2 INTO WOOD STRUCTURE = i" MIN. Jpm< 0 37" 130.0 92.3 130.0 37' 95.6 55.6 123.8 37' 60.9 35.4 78.8 ANCHORS CL TO CL DISTANCE = 3" MIN. 42' 130.0 81.3 130.0 42" 94.2 49.0 109.1 42' 53.6 31.2 69.4 so-s/s' ea' 132' WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 0 48" 122.3 71.1 130.0 48' 73.7 42.9 95.4 48' 46.9 27.3 60.7 CONCRETE AT HEAD, SILL OR JAMBS f C - 3000 PSI MIN. 54' 108.7 63.2 130.0 54" 65.5 38.1 84.8 54" 41.7 24.2 54.0 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. ro 60' 97.8 56.9 126.7 60" 59.0 34.3 76.3 60' 37.5 21.6 48.5 a' 66' 89.0 51.7 1152 66' 53.6 31.2 69.4 66' 34.1 - 44.2 Z n U 72' 81.5 47.4 105.6 72" 49.1 28.6 63.6 72" 31.3 - 40.5 J J O 19-1/8' 130.0 130.0 130.0 19-1/8" 130.0 94.1 130.0 19-1/8" 107.9 62.7 130.0 � � vO 26-1/2' 130.0 103.5 130.0 26-1/2' 116.8 67.9 130.0 26-1/2" 77.9 45.3 100.8 .w 30' 130.0 91.4 130.0 30" 103.2 60.0 130.0 30' 68.8 40.0 89.1 W 00 Q M 37' 127.5 74.1 130.0 37" 83.7 48.6 109.3 37' 55.8 32.4 72.2 m Z_(n 42' 112.3 1 65.3 130.0 42' 73.7 42.9 95.4 42" 49.1 28.6 63.6 63' 96' 144" Of 2 '� 48' 98.3 57.1 127.2 49' 64.5 37.5 83.5 48" 43.0 25.0 55.7 :DU Z QU 4 54' 87.4 50.8 113.1 54' 57.3 33.3 742 54" 38.2 22.2 49.5 Q O w N MULLIONHORQONfAL MULLION z O_U m 60" 78.6 45.7 101.9 1 60" 51.6 30.0 66.9 60' 34.4 20.0 44.5 `MULLION ANCHORS f �, 66" 71.5 41.6 92.5 66' 46.9 27.3 60.7 66' 31.3 - 40.5 / ANCHORS ARCHES TO BE INSCRIBED N Q 72" 65.5 38.1 84.8 72" 43.0 25.0 55.7 .6/ INSIDE RECTANGULAR SHAPE Q 3 N J 19-1/8" 130.0 121.7 130.0 19-1/8' 130.0 83.7 130.0 "GLAZING w0 26-1/2' 130.0 87.8 130.0 26-1/2' 103.8 60.4 130.0YER'11CAL PRODUCT 3 0 30" 130.0 77.6 130.0 30" 91.7 53.3 118.8 MULLION O z // 37' 708.2 62.9 130.0 37' 74.4 43.2 96.3 a \AN y 42" 74-1/4' 95.3 55.4 123.4 42" 108, 65.5 38.1 84.8 GLAZING GLAZING �+ `DETAIL i1 « C PRODUCT PRODUCT ANCHOR r a ro 48" 83.4 48.5 d78.5 48' 57.3 33.3 74.2 ANCHORS 3 cY 54" 74.1 43.1 54" 51.0 29.6 66.0 GLAZING GLAZING o o o PRODUCT PRODUCT ,- 60" 66.7 38.8 60" 45.9 26.7 59.4 (3 66" 60.7 35.3 66' 41.7 24.2 54.0 VMULLION ANCHORS72" 55.6 32.3 72' 38.2 22.2 49.5 W1 W2 ANCHOR SPAN ALL LOADS ARE EXT.(+)/INT.(-). „= TYPICAL MULLION ARRANGEMENTS o s o NOTE: WIDTH (W) - Wi +W2 11111uuuu4 O .. .I :._a: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS 2 "' \��A J AT HEAD, SILL OR JAMB ENDS. PRonucTRtvlseo : �:•'�uceJ4sF'•.• � SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. es -MPIyingwithlheFlurida c Boilde9 Code _ Ac pi--No/ 0/J z - (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ha r��` drowing no. THESE MULLIONS CAN ONLY BE USED WITH '��5j•" �G. M07-04 SIW GLAZING PRODUCTS 77j71j ly1 it11`11x sheet 14 of 18 .. .. 0:0 060 .. .. . . . . . . . • • . . • 2X 2X A1/-8-' ALUM NGLE - • • • i•�i' o FLOATING CLIP 3/8' NGS QTYPCAL ANCHERS • •• • 3 PER 2•/2MMIN. • • II+• TYPICAL ANCHOR 6 PER CLIPI �5 • • n S 3 PERCL6 •• • '• • ,w°W �".rhm;ui 0 N •rZ •• •• 0 U • 1 V - i3taojo • • ••• 0bF MULWN MULLION Q w m 1/2, 1/2. LL Z N_ MAX. / MAX. J Z(7 5 J CO CRETE /.NRdE Q w m f TRIM LEG METAL STRUCTURE METAL STRUCTURE 0 AS REOD. N N U) m Z U a O J c� J JO 3/8- 3' IN. D vi 1 ,n MIN. It - ---- s O>r`�i 1 I --- - W ¢ I I I m Z(nJ L'' N Z I i U Z U < N i i Z OL U m ® J !n45 a 3 Arno LoO I I I I I I I I I I 1 MUWON p�$ N TYPICAL ANCHORS TYPE 'C6'. 'M6' he W DIRECTLY INTO CONCRETE a INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES 0 0 .y0 Sao d 0 Tu ;.'RODUCTREVISF� l�lrrrr ''' I , —PdYm6 with dw Florida JG�sF aw1d� AaIPt N,17.071 .OQ _ No. 0592 E-0Qi nme = k By wig a �P '•, OF �� Browing no.M07-04 THESE MULLIONS CAN ONLY BE USED WITH '�i $ " �� SIW GLAZING PRODUCTS �Yr,fill I rr lI 11Lt�`` sheet 15 of 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 2x2x 1 N PLUM ANCLE � 3/N TYPICAL ANCIQRS • ••• • • o 3 PER IkNGtE�• MIN. TYP. • • • • •• • • Z • • •• • • O f q� J J14 WS• • • ••• Z 3 PER ANG Lj ••• • ••• ••• ••• Q f �.ILti 6 f G 1ytNy1 n • • • • • 0G � • • • •• • • M • • • • • • O IL a Q g •• • • ••• •• C d�& LL ZIA_ m m J Q w m f F O N (n t Z U n MULLI 0 J O .. 1/2 J yea v V „j M CONCRET� Q>M LLI TRIM STRU LEG CTURE m Q J Zn AS REQD. W LL N �= a � UZU a Z ao� it TYPICAL ANCHORS TYPE 'C6'. 'M6a N o W DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES o $ R v�E�3 — 4 0 o R= A2 _ moue c PRODUCTREVISFn ec—10Y148 with the F".' ' .• 'e;••vOEN, '•.O �� c •� Buildmg Code of Aoceptmtce4N ,622 = �•F3YMiam Dad ((7�� drawing no. O �,.= 0�� THESE MULLIONS CAN ONLY BE USED WITH 'moi cS �� M07-04 SIW GLAZING PRODUCTS ��if I IA %%%\\�� sheet 66 of 16 .. .. . . . .. .. . DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - FSF DESIGN LOAD CAPACITY -d13 U 3 TYPICAL ANCHORS: V� WINDOW DIMS. ANCHORS TYPEWINDOW DIMS. ANCHORS TYPEWINDOW DIMS. CHORo WIDTH (W) MULL SPAN C6 M6 WIDTH (W)MULL SPAN CB mf WISTH (W) M SPAN 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI.Fy-155 KSI) ^� 79-1/e' 130.0 130.0 19-1/8' 130.0 0. s-t/e' • • 130.0 ••• C6: DIRECTLY INTO CONCRETE Z 26-1/2" 130.0 130.0 26-1/2" 130.0 030.0 26-1/2� 9 9 0 • 1-1/2' MIN. EMBED INTO CONCRETE C M o 30' 130.0 130.0 30" 130.0 3. .3R' • • 1300 37" 130.0 130.0 37' 130.0 130.0 37' 8.6 . • • 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Q IL e 6 m 42" 130.0 130.0 42' 130.0 130.0 42' 95.7 130.0 M6: INTO METAL STRUCTURES W C 3B-}/s' 7a' 120.' STEEL 1 (y ) 48" 130.0 130.0 48' 128.8 730.0 48' 83.7 117.2 /8" THK. MIN. F = 36 KSI MIN. IL o 54" 130.0 730.0 54' 714.5 1304' • • ♦4.4 >•�7 •• ALUMINUM 1/8" THK. MIN. (6063-TS MIN.) 60' 130.0 130.0 60' 103.0 130.0 .Di• • 6 0 .7 •• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 66" 130.0 1w.o 66" 93.7 130.0 �6' X0.9 85.2 • TYPICAL EDGE DISTANCE Of K¢M 8 72" 130.0 130.0 72' 85.8 1201 •2'• • s 8 1 ••• INTO CONCRETE = 2-1/2" MIN. 0,0.p 19-1/8' 130.0 130.0 19-1/8' 130.0 130.0 19-1/8" 130.0 130.0 INTO METAL STRUCTURE = 3/4" MIN. mi p a 26-1/2' 130.0 130.0 26-1/2" 130.0 130.0 26-1/2' 130.0 130.0 a W z 30' 130.0 130.0 130.0 30" 121.7 130.0 (� w ANCHORS CL TO CL2-1/2" DISTANCE - MIN. U.z o f a 37" 130.0 130.037' 130.0 130.0 37" 98.7 130.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Q w m f r 50-5/8' r 42" 130.0 130.0 132"130.0 42' 87.0 121.7 0 48' 130.0 130.0 48' 719.6 130.0 48' 76.1 106.5 84' 54" 130.0 130.0 54" 106.3 130.0 54' 67.6 94.7 60" 130.0 130.0 60" 95.7-1 130.0 60' 60.9 85.2 N 1 66" 130.0 130.0 66" 87.0 121.7 66' 55.3 77.5 Z U n N 72' 130.0 130.0 72" 79.7 111.6 72' 50.7 71.0 1 -1 O 19-1/8130.0 130.0 19-1/8' 130.0 130.0 19-1/8" 130.0 130.0 - yea n 26-1/2" 130.0 130.0 26-1/2' 130.0 130.0 26-1/2' 126.3 130.0 3 w n 30" 130.0 130.0 30" 130.0 130.0 30" 111.6 130.0W 0 Q M MUWON HORIZONTAL MULLION 0 37" 130.0 130.0 37" 130.0 130.0 37' 90.5 126.6 MULLION ANCHORS ZN� Lj N 42' 130.0 130.0 42" 119.6 130.0 42' 79.7 111.6 ANCHORS ARCHES TO BE INSCRIBED F Lj o+ 63' 96' 144' INSIDE RECTANGULAR SHAPE 3 2 48' 130.0 130.0 48" 104.6 130.0 48' 69.8 97.6 _ j 0 0.Oa a 54' 130.0 130.0 54' 93.0 130.0 54" 62.0 86.8 GL.AZINC Z Q O m r fi0' 127.5 130.0 60" 83.7 117.2 60' 55.8 78.1 1'WDCAL PRODUCT 3 U 66" 115.9 130.0 66" 76.1 106.5 66' 50.7 71.0 MULLION z 0 vi v 72' 106.3 130.0 72' 69.8 97.6 LO ' GLAZING GLAZING \ANCHOR \ Q NI, La Lah 19-1/6" 130.0 130.0 19-1/8' 130.0 130.0 PRODUCT PRODUCT EWL/1 \`MULLION 3 0 26-1/2' 130.0 130.0 26-1/2' 130.0 130.0 ANCHORS 30' 130.0 130.0 30" 130.0 130.0 GLAZING GLAZING PRO DIKT PRODUCT 37" 130.0 130.0 37' 120.6 130.0 42" 130.0 130.0 42` 106.3 130.0 �108, ANCHORS 48' 130.0 130.0 48' 93.0 130.0 ^ ^ 54' 120.2 130.0 54" 82.7 115.7 W1 W2 MUWON SPAN p 0 0 60' 108.2 130.0 60" 74.4 104.1 66" 98.4 130.0 66" 67.6 94.7 v o 3 o S 72" 90.2 tz6.z 72' 62.0 as.B TYPICAL MULLION ARRANGEMENTS ALL LOADS ARE EXT.(+)/INT.(-). n W7 +W2 WIDTH (W) = o o R 2 L�U C ANYEANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS PRODUCTREVISRD -plying with the E",[aida Q,�'�•-...' AT HEAD, SILL OR JAMB ENDS. uil ):'uc�t4sF'•., �; ' a Bding Cock j SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. 07/ .072 n AcceprS�xcc t4a17. 'm Dete 22 = No. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) [1y _{7,• ,�k a Miami :�®'• s � drawing no. THESE MULLIONS CAN ONLY BE USED WITH �i7 ��" R, �� M07-04 SIW GLAZING PRODUCTS �7�7T111�jj111y�`` sheet 17 of 18 . . .... . . ... .. .. ... .. .. . DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF vi U 3 WINDOW DIPS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPEWINDOW DIMS. [ANCHORS TYP �� o WIDTH (W) MULL SPAN M2A M3A WIDTH(W) MULL SPAN M2A MMI, WI0FH (W)MULLaSPAN w4 M3A / 14 S.M.S. o • 2/CANNEL [TUBE MULLION ro• 19-1/8' 130.0 130.0 19-1/8• 130.0 1470. 9- B" • • 98.0 130m • . SEE CHART'M2A' Z a m Z 26-1/2" 130.0 130.0 26-1/2" 109.9 10.0• 26x1/2" • • 7047 106.1 • Q m o • • 7 30" 130.0 130.0 30" 96.1 139,0 �� ••• 624A 93.7 • • F 2 n j 37' 130.0 130.0 37" 77.9 116.9 37' 50.7 76. • • ---------------- e 42' 130.0 130.0 42' 68.7 103.0 42' 44.6 66.9 _______ WA @ O p`o 38-3/8' 78' 120" -------- Q, 48" 122.1 130.0 48' 60.1 90.1 48" 39.1 58.6 w O� u 54" �97E.7 8.5 130.0 54' 53.4 80.1, • �• 0 x•x •474.7 •!1�- 000 14 F.H. S.M.S. I (� N n 60' 130.0 60' 48.1 72.1 • aty• • • 31*2 9 x 1 2/SIDE I I C>M 66' 130.0 66" 43.7 65.5 • f i' 18.4 42.6 • 1 Q.0 1/8'THICK ALUM CHANNEL C 0.o72" 1.4 122.1 72' 40.1 60.* •�" • • 2�0 j9.1 •• LENGTH TO FH SNUG C 0 L E 19-1/8' 130.0 130.0 19-1/8" 130.0 130.0 19-1/8' 89.1 130.0 ; i INTO MULLION Ky ZO H 26-1/2" 130.0 130.0 26-1/2' 101.0 130.0 26-1/2' 64.3 96.5 I I Q W m 0 30' 130.0 130.0 M. 89.3 130.0 30' 56.6 85.2 TUBE MULLION IL Z C E 0 37" 120.1 130.0 37' 72.4 108.6 37' 46.1 69.1 I I J 002 m 5 w Q wOif r 42' 105.8 130.0 42' 63.8 95.6 42" 40.6 60.9 50-5/8' 84' 132' TUBES MAY 8E NOTCHED 0 48' 92.6 130.0 48" 55.8 83.7 48' 35.5 53.3 AS SHOWN TO ALLOW INSTALLATION 54' 82.3 123.4 54" 49.6 74.4 54' 31.6 47.3 rOF CUP ANGLE N I CAULK JOINT AFTER ASSEMBLY 60' 74.1 111.1 60' 47.6 66.9 60' 28.4 42.6 {14 FH SMS 66' 67.3 101.0 66" 40.6 60.9 66" 25.8 38.7 2 PER CUP SEE CHART'M2A' Z U 3 PER CLR SEE CHART'M34' O J N a 72' 61.7 92.6 72' 37.2 55.8 72' 23.7 35.5 ACCESS HOLE 1-1/2'O.C. MIN. J J O_ 19-1/8- 130.0 130.0 19-1/e' 122.5 130.0 19-1/8' 81.7 122.5 26-1/2' 130.0 130.0 26-1/2' 88.4 130.0 26-1/2 58.9 88.4 3'Lj _____ i\il __--_ <>30' 119.0 130.0 30" 78.1 117.2 30' 52.1 78.1 L.l 0 Q r'1 37' 96.5 130.0 37' 63.3 95.0 37" 42.2 63.3 m _Z to� 42' 85.0 127.5 42' 55.8 83.7 42' 37.2 55.8 P 3 W LL 63" 96' 144" ___-_ m F-C9U m 48' 74.4 111.6 48' 48.8 73.2 48' 32.5 48.8 ______ ¢ 54' 66.1 99.2 54' 43.4 65.1 54" 28.9 43.4 - -"1 I - -, Z QO L V m 60' 59.5 89.3 60' 39.1 58.6 60' 26.0 39.1 I 66" 54.1 61.1 66' 35.5 53.3 66' 23.7 35.5 THIS SCREW CAN BE I 72' 49.6 74.4 72' 32.5 48.8 INSTALLED DIRECTION R I 1 21 PER CUP4 FH S I 1 Q 3 n w 19-1/8 130.0 130.0 19-1/e' 108.9 130.0 I 1'O.C. MIN. 1 26-1/2" 114.3 130.0 26-1/2" 78.6 117.9 I I I I O 30" 101.0 130.0 30" 69.4 104.1 37" 81.9 122.8 37' 56.3 84.4 42' 72.1 108.2 42' 49.6 74.4 1-3/4'X 2'X 1/8' I (FOR BY TUBE) 74-1/a' 108" 3/4'X 2'X 1/8'FOR(BY TUBE) 48" 63.1 94.7 48" 43.4 65.1 ALUM ANGI G - 54" 56.1 84.1 54" 38.6 57.9 CUT TO AT SNUG INSIDE TUBE o r. 60" 50.5 75.7 60" 34.7 52.1 C 66' 45.9 68.8 1 66' 31.6 47.3 _ o .9 72' 421 63.1 72' 2843.4 ANCHOR DETAIL #1 METAL TO METAL CONNECTION c d a o 0 mono � s%"�. PRODUc !'l) r RSVIS '.•> � ss-ply $K'ith t4K Plorlda Q`••... i I ,� Bonding Cade •' JC�b'F''•. o Aoceptanee r4a lZ-O n.0'I h r Dace No. HY _ Mian' Product Co ftoH ATE F !(/� drawing no. THESE MULLIONS CAN ONLY BE USED WITH / •'°R �� SIW GLAZING PRODUCTS /////O i l I 111\ N sheet $of $ Florida Building Code'Online https:%/w ww,floridabuilding;org/pr/pr app_dtl.as'px?param=wGEVX... @Vkiff m# 1 ,,rtY; 1 off•,,v t►rr*+aT BCLS Home ! LoyIn i User Regtstratkin '6' Hot TopksSubmk Surcharge Stats&Facts f PubNcatbre'! FSC Stall- _BC15 Ste Map Unks 1 Search 1' FUJda I I i Product Approval �.:I'� USER:Pubbkc User dopr- P_LQt UCU9oroval:Menu>prod&&[or _t�Aa ... _ r. - atfQ,6Spa1' 7>Lko&atlohLSti''AppikeLioriDataa U '�"y"• �1 FL# FL15210-R6 -Application Type Revision Code Version. 2017 Application Status Approved SSSS • • SSSS Seger Comments 'S e• o •• � • • Archlved t. Sees•• : �ge� •••e% • SSSS•• e � g Product Manufacturer Plastpro Inc./Nanya Plastics Corp. .'e e S• •••• :*ego:gege: Address/Phone/Emali 5200 W CENTURY BLVD. e••• •••• ••••• LOS ANGELES,CA 90045 •••••• • 009 •e;.g e (440)969-9773 Ext 16 ••e•e e • • • •• • ••Segs rickw@rwbldgconsultants.corri • SSSS•• • • • • • g • • • • SSSS•• Auth6'rized'S1gnature Vivian Wright e •••••• rlckw@rwbldgcdnsultants.com •g g• :•g•• Technical Representative Scott Johnsbn Address/Phone/Email 5200'W Century Blvd, Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@ptastproinc.com Quality Assurance`Representative Ron O'Connell. Address/Phone/Email 5200 W Century Blvd;„ Los Angeles,CA 90045 (440)969.9773 Ext 16 ronoconneli@plastpro.com Category Exterior Doors' Subcategory Swinging"Exterior Door Assemblies" Compilance'Method Evaluation Report from a FlBrida Reglk reb Ar8liltect or a Licensed Florida Professional Engineer. Evaluation Report-Hardcopy RecilVdid Florida Engineer or Archltect Name who develdl5i? Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quallty Assurance Entity Quality AssuranceContract Expiration Date N2/31/2 18 redilation and Manaflement Institute Validated By Ryan J.King,P.E. • 'Validation Checklist-Hardcopy'Recelved Certificate of Independence FL35210 R6 COI (a)Certificate of'Indeoenden P&. Referenced Standard and Year"`( f Standard). - o_ Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635- 098 9,of 5 ,1/3/2018, 11:37 AM Florida Building Code Online haps://www.floridabuilding:org/pr%pr_app_dtl aspx?param=wGEVX... ASTM D638 2003 ASTM E1360 2004; ASTM E84, 2005 ASTM G26 1995 G 155 2005 TAS 201,:202,203 1994 Equivalence of Product Standards Certified By Florida Licensed;Professional Engineer or drcHitect fLU210 Rb`Eayly (a)Eaul"valencv of Standd ds:odf Sections from the Code 0000 • • 0000 0000•• Product Approval Method Method 1 Option D • •• • • • 0000•• • •• 0000•• • Date Submitted 08/13/2017 0••••0 • 7 09/18/201 0000 •��•• Date Validated •••• • • Date Pending FBC Approval,, 09/20/2017, 000000 0 Date Approved '12/12/2017 000000 • ••• *fees • •• •• •• • 0000•• Summar ,of PrM�ddelj Number oducts e Description •••••• ••••• 15210.1 a Smooth%Wood'Grain/White Wood 6'8"Impact"Opaque Fiberglass FirngCk Door• 0 •••• Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X'-Configuration) • • • Fiberglass Do6rLimits of.Use ^— Installation Instructions I Approved for, to HVHZ:Yes 'F:I S910`' 6B II (_b)InSt?.5 153 0 1•odf Approved for use'In HV Z:Yes s Yes Verified By: Lyndon F."Schmidt;P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure_:N/A` Evaluation'Reports Other:See INST 15210.1 for Design Pressure Ratings,any "FLS 5210 R6 AE (b)eyal 5210J1 a' additional use limitations,installation instructions and Created by,Independent Third Party:Yes 15210.2 —�b.Smooth/Wood Grein/White Wood 6'b"Impact',Opaque Fiberglass Single Door with Sideiite or Grain/Rustic/Mahogany Se�Ies O I Sidelites Inswing/Outswing(OX or XO;OXO Fiberglass Door Configurations) Limits of Use—_ — Instaliation'Instructions Approved for use In HVHZ:Yes I FL1155210 R6 II (b)Inst 15210. .odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure. N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings,any F1 ?10 R6 AE (b)Eval 1=5710 2 otlf additional use limitations;instailatlon instructions and Created by Independent Third Party:Yes .product particulars. ___ _ —.__....._...._,__:_._,..—........_...---....._..—....._..,_—.� - 15210 3 '— c.Smooth/Wood Grain/White'Wood 6'8"Impact"Opaque Fiberglass Double Door with or without i Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/outswing(XX; OXXo-Configurations) I ._.!Fiberglass Door Limits of Use - I Installation Instructions Approved for use In HVHZ:Yes �1S]ti�R6 II (j�'�^ter t5210.3.gdf Approved'for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.. Created by Independent Third Party::3409 Yes Impact Resistant*YesYes Design Pressured N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any Fs�151. R6 AE (b)'Eva115210.3.odf additional use limitations;installation instructions and j Created by Independent Third Party:Yes product particulars. 15210.4 —� t d Smooth/Wood Grain/White WoodTinswing/outswing "Impact"Glazed Fiberglass Single Door Grain/Rustic/Mahogany Series 0 (X-Configuration) Fiberglass Door 1/3/2018, 11:37 AM 2 of 5 _ ------ Florida Building Code'.Online https:%/www.floridabuilding.org/pr/pi_app_dtl.aspx?pararrl=wGEVX... Limits of Use Iostailation Instructions Approved for,use in HVHZ:Yes I-15210 R6 II (6)Inst"15210 4=odf Approved for use`outside'HVHZ:Yes 'Verified By:Lyndon F.Schmidt' •P.E.43409 Impact'Resistant:Yes Created by Independent Third Party:Yes De K. Design Pressure:' N/A Evaluation Reports her:See INST 15210.4 far'Design Pressure Ratings,any FL15210 R6 AE (b)Eval r 5210.4.odf, additional use limitations,Installation instructions and Created by Independent Third Party:Yes product,particulars. 15210.5 e.Grainn/Rutfto dhGril y Series Wood 68"Impact"Gl zed Fiberglass Sl4e'Door wI&Sidelite or Sidelites-Inswing/OutswIng(OX or XO;OXO- Fiberglass Door 'Configurations) Limit.._., _...._._.._.__— _.._.__.., - _ s of Use Installatiominstructions Approved for use in HVHZ:'Yes FL152'- R6-II (b Inst)5� 5 adf Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes ,Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reportsl Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R6-AE (b)'Eval 15210:5 odf •••• additional use limitations;Installation Instructions and Created by Independent Third:arty;Yes •0000 ` •••••• particulars. „ , • • product pat - _....-.......__...__�.- ---•----..-.._..,.._�.__ • 15210.6 Y.Smooth/Wood Grain%White Wood 6'6"Impact"Glazed Fiberglass l?g4e Boor wlth'orwithout Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswinp(XX;OXXO-Configurations) Fiberglass Door ,•••• 000•660* • • Limits of Use — Installation Instructions. Approved for use in HVHZ:Yes FL15210 R6 II (bInst"1521a.goat�: • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt!P.E.043409 •• • •••„� Impact Resistant-Yes` Created by Independent ThlyddPautwoMas , • Design Pressure:N/A -Evaluation Reports • • `• Design 0 R % for 6 AE (b)Eval 15210.6.odf •••. ••'••• dit onall use limitations,o6llnstallation instructions saalnds,any Created by Independent Third'60artj:•Y4!s • • • •••••w product particulars, •• • •• , , • 15210.7 g.Smooth/Wood Graln/White Wood 8'0"Impact”Glazed Fiberglass Single Door-Outswing(X i Grain'/Rustic/Mahogany Series'0 Configuration) i Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.7,odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes_ Design Piessure:'N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.8 h.Smooth/Wood.Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Doorwith Sidelite or Graln/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass boor Limits of Use 'Instal lation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (pl Inst 15210.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure"Ratings,any FL'15210 R6 AE (b)Eval 15210.8.1)df additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.9 1.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use — Installation Instructions Approved for use In HVHZ:Yes FLIS210 R6 11 (b)Inst,,15210.9 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A ;Evaluation Reports other:See INST 15210.9 for Design Pressure Ratings,any X152 0 R6 A�(b)Eval 1 210.9.odf additional use llmitatlons,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.10 J.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series Or Configuration) Fiberglass Door 3 of 5 1/3/2018, 11:37 AM Florida Building Code Online https://wwW.floridabuilding,org/pr/pr_app_dtLasp0param=wGEVX... Limits of Use Installation Instructions Approved for:use in HVHZ:Yes �F t 5 10 R6 II-(b)Inst.15210.10.odf- Approved for use'outside HVHZi Yes_ Verified By:'Lyndon F.'Schmidt,P.E.43409 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other- See INST a 15210:10 for Design Pressure Ratings, FLIS210 R6-AE (b)Eva[15210,10,Woductit6nallse,limltatlons,Installation Instructions and 'Created by Independent Third Party:Yes P . particulars. Fiberg asstic/ahogany.Series O' Sldelites-Outswing(OX or XO;OXO-Configur'ation 15210.11 k,Smooth/Wood Graih/White Wood' 8'0"Im act"Opaque Fiberglass Sin le Door with Sideiite or Configurations) Limitsof Use i Installation Instructions _ Approved for use'In HVHZ:Yes FLI5210,R6 II (b)Inst 15210.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E.43409 Impact Resistants Yes -Created by Independent Third Party:Yes Design Pressure:N/A Evaluatlon'Reports Other.See INST 15210.11 for Design Pressure Ratings, EI11U-R6t9r(W rval fs21o.modf •••• any additional use limitations,Installation Instructions and Created by Independent Third Party,Wes product particulars. 15210.12 1.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass aoubleboor wilh-ormhout •••••• Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXX(t'CAMDurations) • • • Fiberglass Door •••• ••• •• Limits of Use Installation Instructions "'• •• • ••••. Approved for use in HVHZ:Yes' FL15 • !• •: 40000 • Approved for use outside-HVHZ:Yes `Verified By: Lyndon F.Schmidie j �„4A09 �� *40000 Impact Resistant:Yes Created by Independent Third.P*U:Yes Design Pressure,.-N/A Evaluation Reports • •�: ' • Other: See INST 15210.12 for Design Pressure Ratings, FL15210 R6 AE (b}`Eval i��iQ 12.odf • • ••••:• any additional use limitations, Installation Instructions and Created by Independent Third•Party:•Yes ;��"' product particulars.. / ��••� i •000600 • -ro 15210.13 m Smooth Wood Grain/Wlilte 8'0"Impact"Opaque Fiberglass Single Door wit*Mrface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series 0 Fiberglass Door Limits of Use _ Installation Instructions �- Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.13.odf Approved for use outside HVHZ:Yes Verified By. Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, FL15210 R6 AE'( - Evil 15210.13.odf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.14 n..Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0" Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door __.._........_....------- ----_.,......._..-__- Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings,. FL15210 R6 Ab)Eval 15210 14.odf any additional use limitations, Installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.15 ^ o.Smooth/Wood Grain/White Wood 18'0"Impact"Glazed Fiberglass Single Door utilizing the�— Grain/Rustic/Mahogany Series 0 WINDSERT'"an operational window Insert-Outswing(X- Flberglass Door Configuration) _ Limits of Use _ installation Instructions _ Approved for use in HVHZ:Yes FL15210 R6 tI (W Inst 15210,15.odf Approved for use outside'HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:'See INST 15210.15 for Design Pressure Ratings, FLIS210 Rfj AE (b)Eval 15210.15.odf any additional use limitations, Installation Instructions and Created by Independent Third Party:Yes product particulars. Book next 4 of 5 1/3/2018, 11;37 AM Florida;Building Code'Online ;haps://www.floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVX... J:prita,(Lttfi::2661 Blair Stone fSQ;{)Taf�asaeE FL 3�7og p�pne:`850.487.1824 The.State of FIoAdaib'6n'AA/EEb employer.C�pyridht 2007.2013 Stateof F6rida ::Privacy Statement::ASCessbi y Statement::Refund Statement Under Florida law,emai addresses are public recoMs.'If you do not want your a-mai address released in response to a pubik-records request,do not send electronic mai to this entiyAnataad,contact the office by phone or by traditional mall:If you have any questions,please contact 850.487.1395.;Pursuant to Section 455.275(1),Florida Statutes;effective October L,2012:licensees licensed under Chapter 455,F.S.must provide the Department with an small address R theyhave one.The emafs provided may be'used for olK;l communication with the licensee.However emai addresses arepublic record,if you do not wish to supply a,personal aAdress,'pkase provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455;RS,;please click huL. Product Approval Accepts: Credit Card Safe, sees . . .... ...... ss:s e•es :sees• •see sees sees• sits••• • • •00 • • • • •s••9• • i e • • • • •sees• •090:0 s 1/3/2018, 11:37 AM 5 of 5 WR- WB Censnihng anduldin•g Consultants; Inc. .� � Engineering Services for the'Building Industry C P.O.11,ox 230 Veldco,FL 33595 Phona 813.659.9197 Ftonda Bo6id of Professional Enginecn"Certificate of Auihodzntion No,9813 Ts � Product Gate o Sub'Categoryr Mariuftidturer Product Name: Blvd: " oostir/Mah Exterior ' Swinging' ., , . e Wood Grain Los We n C nC'0 4 � Smooth 1 Wood t3rain FWhit Exterior Door, ry ogany Doois Assemblies g A 8 0 5 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswin -"Int act" Produ t Inc:,base report Issued R W Building Consultants, Inc.&Lyndon F. Schmidt,P.E.(System ID#1998)for P y 9 y Scope: Product Im,Evaluationb on Rule'Chapter,No.61 G20-3 Method 1 D of the State of'Florida Product Approval,Depar"dht pf Business&,P,rofessional Regulation.Wbui •••• •••... 9Lyndonp Schmidt,P.E do not have nor willwquir`e financial lnlAriatjri the codipdrylrs• • manuufatg g uring or distributing the product or in an other entity involved in the roval rocess ohibe i_roduct na d w y._ - tY, �. _PP P herein. -.... .... �..... Limitations: • • .... .... ••.•• 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(;Q(;),sjrVdtural reguirdents • �. including the"High Velocity Hurricane Zone". 2 or du ct co anchors shall be as listed and spaced a's'shown o 6611s.Anchor embedment to base material:jVVi.�beyond walldressing • ••:• . . 1.When used in the"HVHZ"`this product Complies with'Section'1626 of the Fiorida-Building,Code'"and does.not ri�nuire an:MM1• •• • resistant covering, • • ...... 4. When used in areas outside of the"HVH2"requiting wind bone"debrisprotection this product complies with FBC SectioN.'2t( 1.2& R301.2.1.2 and does not°require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. ' 5. For 2x stud framing construction,anchoring of these units shall be ttie same as that°shown fdF2x"buck masonry construction. 6, Site' eredtions'archthat ddeviate from the'detaiis,of'drawing FL-15210.1 require further engineering,analysis by a,licensed engineer or regist7. regblrelments for the"HVH "and must be Installed only in non-habitable areas or at habitable of rri tet the water infiltration -g g eet water,infiltration requirements for HVHZ. Atl other confi urations-do n " Z a � le locations.protected by an overhang or canopy such that the'angWbetween the edge of canopy or overhang to sill is lessthan 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing'Labo'ratory Signed by TEL 01390365 TAS 201-94,20294&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 -TAS 201-94,202-94&TAS 203-94 Testing E3aluation Lab.,Inc. William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-3,1929-96&2843-99 ETC Laboratories, Joseph L.Doldan,P.E. ASTM G 26-95 07 209.193 3.0 ASTM D 635-98,638-03;1929-96&2843.99 ETC Laboratories Ben Meuh!6an,P.E. r ETC 2. brawing'No. Preaared'bV Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations _Prepared by, Sinned&Sealed by Anchoring RW Building.Consultants_,Inc.(CA#9813) Lyndon F.Schmidt,RE'., 4: Quality Assurance ®�OQOf®ts�ldtape� Certificate of Participatiomissued by National Accreditation and Management ��A�-�CIgA4/�!rjf Insassurance progrng that am thatcompl es with ISO/IEC 170 0 and'GuldeInc.is manufacturing products i53n a quality 7Z, No 43409 .. w w 9 °t .SPATE OF 0, "•:;A N. •,`,'��W Lyndon F.Schmidt,P.E. ��s• oRl-•° 4►� FL PE No,43409 pN6 ic` � 8/31/2017 Sheet 1 of 1 • •.. •• • • •• . .. .• .•. :000 : . •. . . . . . . . ... . . . . ... • 00, ... f p-1o- 5200 W. CENTURY BL VVP 0 •• ,•• ;•• ••• v°;t y .r z in LOS ANGELES, CA 9005 :•: •• Smooth/ Wood Grain/ HVOood Grbilf O"o'"" RMWd1TH . .o=m° =• 4 Rusfic/Mahogany r � Series-0 Fiberglass Door ' �' `4' d d u. °INSWIN E"� ® °Z "IMPACT'-- s,3d s GENEM NOTES sttuchxol lugfed andi ra in c«npfiance with the 5th Edition(2017)Rorido Buldung 3 5 1. Ttss product has been era z W Code (FBC) requaernernti iidudmg the 7 fgh Velocity tlurticane Zone'(HVHZ): O a�- 19 -1 Product anchors shot be as hied and spaced as shown on detals.Anchor embedment to base ,� W material shat be,beyond wad dressing or stucco. Q.co "a 3. When usee WHX this w v y Whd in thpro<�ct complies with Section 1626 of the Florida Bvldirng Code arxt does not require an impact resistant covering- 4. overi g.4: :VVFnen used in areas outsde of the'HYFQ'requiring wind borne debris'protection,this productcomplies;with FBC Sectiors 1609.1.2&RM1.2-1.2 and does not FeqLfire an This jxoduc —ts missile level-V rid-includes Wind Zorn 44 as defined STM resistant covering. O p ASTM E 1996 and FBC a Sections 1609.12-2 S 8301 S F..o..�! For 2c .,.s�t�uad�.c�onstruction,anchoring of these orris shall be the same as that shown for 2s back maxxry N n 6 from the detain of ftis drawing regrare furttid engineerirng anoysis by a Site cornditsora that deviate m ' licensed-engineer or registered ardvtect. - Q ` ! 7. Outs-wing con}igurofionsmeetwaterinfiltration recoementsfor"l-NW.Al other conFpuroliorssdo - �a not meet the water infiltration requirements for the"HVHZ°and must be Installed only in cion-twbitable a 4 p areas or at habitable local'ions protected by on overhang or canopy such that the ongte between >> E the edge of canopy oroverharg to A is less than 45 degrees. TABLE OFCONIEMS War# DOCRIPIM SHEET# DESCR"0N 03 I Typical 13evalions.Design Premixes&General Notes 7' Horizontal&Vertical Cross Sections(Direct to Masonry)detaiMAX DESIGN PRESSURE(PSfj N z o 2, Door Panel Details 8 a-point lock l CONFIGURATIONG FRAME nue 02/16/12 i 3 Horizontal&Vertical Cross Sections(2X Suck) 9 3 t lock details ' "' DIMENSION r• POSITIVE NEGATIVE.. swc: N.T S ° 4 Horizontal&Vertical Cross Sections(1 X Buck) 10 Buck and frame anctmring "MWe. JK o' 5 Horizontal&Vertical Gass Sections(Direct to Masonry) 11 components x 37.5"x 82.0" +75.0 -75.0 arc or. LFS 3 Vertical CrossSectfors 6 (ihrel 12 ' Bill of materials owwc+c xn.: n Sea sheets 2 for hardware design pressure irritations FL-15210.1 a '1 °r 12 9 a . . ... . . . ••.. .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... • • • • • • •• • • • `��. is .�. • • • 04• r 4 EXTERIOR 0.4 ••i i •- .�� oar 'moi'•. .1R • •. i•i•�•..• i\Y' �1� ' , .' +e' ••• ::� i: • :i a �i � �� moz ;m; ':. .:• •.•> • e• f:• .'• iii ."•' `� >>hw e • UZ 9 NZZ 9 2 m O V OrMOR TOP RAL .� ° Lo 9 e W alL CAP(PVC) HINGE STILE(L� LATCH STILE(LVL) CAP(PVC) )COw•) m r m a n � • ° ) . troknolvrArcRoss srcnoiu .:-:. ► E.9 2 •I, H' 35.75*JAM O.A. 9 � O 0. - -ac ca .z t3a ti ggw i 2 5 ' -g INTERIORM 1x1ETaoR g d/AHUFiICTURQ .MODEL t` ESIGN; = 'KWIKSET..: KN04 _ SIGNATURE fERiEs °•m `._... DEADOOti: SIGNATURE SERIES(980) ±75 FOAM CORT: .;-S•.. . MYURETHANE- _O IA Kum .'PSEIIESLEST ± 5 1.9 PCF MIN.) SCHGE DFAD60[Y. 'CSFR/E5.(160/62) 7 o 9 X n. SEE HARDWARE TABLE MMEX tFYER! � ±75 HOPPE`s a PODRTONC:EUIPONlOQlH5003F�EGASNM .- ± _i `• a , .T SEEHARDWARETABLE (0.125'MBJ THK) _ e i 7 4. EIiDI1RA' mulilmICpC TRIMNWM3=(3-P1) ±75 s r $ See sheets 5 and 6 for muBipoi t lock de_tais. - <• — _ Z BOTTOM RAL n C, a° 2 (COMP.); —� cut 02.16^72`R n W Z ° DOORPANEI DM VP JK mr 2 VERI7CAL CROSS SECTION au e,: LFS FL-15210.1 0 OF 0 .;t . . ••• . . . ... .. .. . . . .. .. . . . ... . . . . ... lux.' • • ••• •••• •• z •0 E3 • • • • Zpq • qr- 0 • • • • • • • /�►/1 {ILS 2 p a - pon 2 V. 4• 3 X 3 o� � 2 e q q N 5 5 x t 2 z$ '„ 3 7 n 90 1- h .4z )R ' XMMIIN. 7 EhQ.1•• � w e \ '4 �14p1! _ham Z3. g 1 P C 6 b d 015 B D_ d� xU L C31NK C1 •s. , QiSCSMnC' '�-1 D ` E r v• '� � INTERIOR , a n e N. 0 7 7. - .'• B - L 4 rn ° =ej • P - - n - m e 2 e - - - .o. • �l '.. . • • •. • Y{I 11 11 EXTERIOR 58 ,: 7 1 U'6 a r z o. L 9 27 E EXTERIOR INFERIOR mm 02/16/12 ' s' Be.fnPJ 40 o WT.s...JK vAr-Br l s" .1 HORIZONTAL CROSS SEC71ON r2 \HORIZONTAL CROSS SECTION t-3'\VERTICAL CROSS SECTION aec fff Us i 3 Ouhwirp shown imwing simlaj 3 OU6-9 shown th—V--Iorj 3 OubwM sh"n Pmvffg sSmW DPAWM No- p FL-15210.1 °4 N mm_orJ2 0 E t r • • • • • • • • • • • • ••• • • • • ••• • • �� r �: Y T �•`1 O P its- i W'., -• o� �L O!'f re • ••• • • • • •• • rfr 1111 Z �1��• �•'fig m d d 0 .� E A C E �_ .c�� m s"d 1 C e . D s t, cn ' ' t i 7MEMOR G �(\ . C z d A 40 B. e 7 EXfER10R 1 2 1-U4 MIN: 4:Y 40 A EXTERIOR INTERIOR m IML M) S 13 .1VIElMCAIC ROSS SECflON1' 'HORIZONTAL CROSS S[C7fON 2 HORIZONTAL CROSS SECTION X 4 $hDV�ii W��X t...^•'y 4IO� N P~ J _ 4 outs%* SIX! (hSMR1g SlrriiOtl OuhWlrlgStlo�+T( XJ 5lmipr) N^ v ` WE 02 16 12' scYs N.T.S. DO&It. JK • cw.W. LFS a •. 15 210.1 o 7 sw 4 a22 0 a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... * sg 'do •• • • • •• ••• •• %v',.;. mem It • ••• • • • • •• •• m n O CZ V m W S � CC♦ m i o.� ' N 1 E E o 2 1 C C � 2 rY D D v & r bc+ is 77 ` E • o g. M _ INTERIOR v �T. c —4.' WMIOR 7 1 2 W O • it 11 9 40 - 27 A M WERIOR INTERIOR g s t-1J4"MIN: TIhI•N1Cr.. - � . EM&(IYP.j Eris.(tvP.J , 5 HOMMAL CR=SECnON r2 HORIZONTAL CWU SECTION , 5 VMCAL CROSS ON S$yG�WI�I�O�fef.'I ID h/�SMYy,'�.,y� S ./��IIO�WI�I,��.fEC11D/�,, .,,,.��{ /$�hO�WIi��If6"C110 M�D(Y�.. •.N Q `Ja.`a.."Q7..,... a iIRSWV1951f71�Of1 �+`.'�^^R/SIIOWII��unay'."^.! v.'•'^•'L! SIRaQ� � ._ eNF D O .Due'02 18 12:� Z smia- oW¢ar. JK c o¢Be L£S 3 owe moz a m FL-15210.1 o A2mm 5 Dv 72 Y — a a • • ••• • • • ••• •• as • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • 00* • • • ••• • • ••• • = —•7gx, O y no to • • • • • •• • • ////art/ �� Q 00 :04P m IIL 1 m C d Imi EXTERIOR INTERIOR Jia 29 n 'M EXTERIOR INTERIOR ' W INTERIOR -.4 EXTERIOR =) �" • .•4 • • • • • - d Y. ° 30 31 32 33 34 40 ? 2 VERTICAL CROSS SECTION g 9,.l.w/ADA NY.Wd 36 n r 37 Np N ` - J3 a W W a� G 4. a i q 1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION r z 6 Q a- 6 prnwine caifiguration ' we02/16/12 • z Sma N_T.S- a s we ar IFS 3 • § 1 TFL-15210.1 n mal 6 :� yQ s a at • • ••• • • • ••r •• •• • • . •• •• • . • o • Z_ i e •JS i•s • • • • Z 1B �::•..... n • 0.6 MAX. -• ••• MAX. _� •4 o •_A n E MAK di g A:o`- - E MIN. 6;; p • ••• • • • • •• •as *0 000 ` •b • • • • •• • • '��1111 11 1 V N�_ r • 000 • r • • • • • ••• •• C o Z oZO4i C �� fo m• IL 40 D �P �`%g 'maal: ' E0 ,o R- , w EXTERIOR WIER�R J- - � EX1Efi0R 9t1ERIOR a �� VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION �$ a 7 &hown Direct toMm T Shown Fred to MasorlrZ zo 'o Outswirgorgy w/ %16jamb 9 Y�Y169/16jomb Oen, .tt g x a� any' be 1 1 sy ie T I` C H. C C� —. i C - 12 �. 40 fp O HTERKA w r 0 0 N 40 N ry M H1 Ell, M o t l 4 p a BAIL(n7j, p = =eE — e— t7MOR a 1-1i4MN 1-1/�NRtJ. M 1-1/4MW w L-02/1 12 = 3 DAB.PV.) EMB.PW.) EMB-Iia sue N.T.S. ; =3 HORIZONTAL'CROSS SECTION °4 HORIZONTAL CROSS SECTION -�+` JK 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown D'e'ed to Mason6 cH c LFS ; 7 Shown 7 Shawn Direct to Masonry pi ng Doty w(6 9116 pmb nawn,c roo n Mo91)6 = 7 outsy� g Direct to Ma9/16 Ultswrlg only w/6-9/16'jam Outswing oNy w/49/16 jamb- putswing only w/49/16 jamb F1-1521 0.1 1 5 serffr 7 a� p 0 a • • ••• • • • ••• 00 0006 69 • • ••• e • • • ••• s ••• • • v•• • yy • • • ��•: Z T ��z O P v ;O VVV d FAY m as 12 cz E o o $ (� 1x BUCK G d a c fJ p DP&:CTTO M ul MASONRY m a lJ iso 0 0 Cy O s 217" `93 a� Sa ` Z BUCK - - q h 25 > .� 1lOKFMBI.T/IO1NfLOCKSFT o 1X BUCK G: . 22 S pDIRECT,•• fK59110U3-PoidTongue- Y .s MIRY.'M S _ 1X BUCK C ix BUCK G d N N MASSDIRECRY M 23 W w c MASONRY b q 0 � O 1 Q � 2 3 S m X r s 1 STRIKEJAM! 105 t n � 3 N^ 0 �Z v•� ca[02 TB 12 'z snue N.T.S. owa er JK� m we er _l FS 1 3 _MULTB'OMTSTRB(fPLATE SJATCH ....D ADBOfSMKlPlA7E ortNwc wo_ a Ta'fguC iyslem FL-75210.7 MANUAL RAISED TONGUE GEAR SYSTEM a •• •• • • i •• •• • • • • • • • • • • • 6.0 00 000 go • • ••• • • • • ••• • • • • • ••• • • • • • • /!1 1 111 O A • •• U N Z �1 x• 55 v g Eo zg0o n mn:d� z tJ•. t � ' Zo o: a RO� v s Y O Mm 9 a �Y �O C m fl - cr �rt•. 57 NN { OV W W 2X BUCK 58 .+ 1X BUCK G a a DIRECTTO M 4 MASONRY n Z 'u° We 02/15/12 i z srxa N.T.S. JK oec W LFS 3 BIDURA 1RILBdNA1M 3000 5112E JAMB DEfAR aawem w< • '3 p1.Lock FL-15210.1 o seir 9 m+t� 3 6- . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • •• . • �`tttt * • DIRECT TO MASONRY J (TYP-) J� • • • • • • • 49/16'JAMB P AMB :��C : '• n 4 • • • • • • . (SEE SHEET 7) 4_0 I F 'V'• $ rhe `—o'oM • • • .' _ p.M Un z N... :r .• • • Ham• -L 2X BUCK 'o m D TYP.HEAD DETAIL(fYP.J v n o Z v G IXBUCK �` J g�o m sig d.JAMBS ' 4 s W R �6 so m •: `— DIRECT TO — � MASONRY D MASONRY 9 OZ OPENING OPENS OPENMG TYP.HEAD �u �: •' &JAMBS 30 FRAME i i(d it Y 2X BUCK _4-9/16'IAMB M _ O orn w r _ - a 2X BUCK 6-9/16'JAMB N - 9' is DIRECT TO o m z N. zp G o � s MASONRYx JAMB("i o , (SEE SHEET 7) m a L , ADA SILL (' ONLY # 17 N o ' RUCKAA6MNG SiRIKEJAA;e FRAMEAMCHORING WMEJAM! MgyorYycomyuciion ,m� o r ,W c-CRErE6MQRhpMr DIRECT TO DIRECTTO t corx7.teonchorlomHornofIto camasmaybe ocWedtomohtdnRemh DIRECT TO MASONRY M MASON M a g �ty. romadvi M MASONRY z cakmr•oncnrxacan«nnored�TnAx oNcanExmus►boodRir•dro 1X BUCK G motntoh the mh edge data+ee to modcstowft adoffiond ca+aete anchors 28 G I X BUCK 9 2x BUCK G � _maybe reQrrt•rl ro erwRe the•Mita.txL CENtER'dT-1 onore rwf exceeded. ~'r i concrete ondlor fade 2X BUCK MLN.CLEARANCE' MLN..-ClFAItANCE 2X BUCK $8 58 2X BUCK t i ANCNOR�:ANCHOR MM ATO MASONRY - '10 ADJACENP' -1 .. 1 11 Z U TYPE SIZE rr EpGE IX BUCK 11 DIRECT TO 11 11 arc 02 16 12 1 EMBEDMEM _ _ m" a 17f 1-tp' r M MASONRY sr�e N.T.S. DIRECTT0 11 ;M4 co MASONRY G tXBUCK bre sr JK ah w. LFS 3 } ttwa DEADeOLr6ErAe is/e Assxowa talr 27 2X BUCK oRAwmc WG- -1521 6: 58 9 "- t.++moo scREwatsrALLAnoN rtorEs: urctt n f9MGE DETiitt axINGE DE►At[ FL—t s2 t Moirrtdnartsrirxxnytreedgedarance;rendatito _a rac.spaon9 of V-Vh9 SHEEt 10 of 72 - • s.ad screws roprevbnrffW WWh9olu00rL 3 o' a .. .. . . . .. .. . . . . . . . . . . . •• • • 000 r wL isYVIt�1NRFSIIL)ID +' oCUkfSWDIiNGIf+IMh RDaSHn X5I8D1) �- — T • :•. •.. •. . • ' fill I oz J,00 • 0 06• • 244'213 wv v`•=4F?9- "9 4;q .- _ Oaum ob_ o 0op o nm M n n a e �o=e �. fn cul �4SB�-y� .. 4.68' � 4T pinl � y 32 THIM OID 31 >H�xr stlotD fes+) 0w J"B o 0 At Ll"; r- ..•. 'g ,0.9 F+ G: C q WiSN1fNCi1NRtESHOiD Wfp 1NRESNOID DOOR RO11C1M�� W EfIfIUIO I""SEIIESf -. r O 456' sszs ! f we 02/16/12 i —L f swn rr.rs. overs.or. JK o' INSWING TNRESIIDID INSWBJG 7HRESHOlA 29 ADA TNRESNOiD cm rsn - LFS 3 '� � bxfnrs Rsaies) 37 Dtr Iii Ov oiawrw wo.: a n FL=15210.1 o n si¢r 11 ar 9 3 a' .. .. . . . .. .. . . . . . . . . . . . . ••• • . . • ••• 0*0 • . • • • •• . . • • 0 0 0 Soo • 0 so XLL OF MATERIALS �i• $ L DEM/ D�CON y fid•.•i�d n 1MAIERU( A 1XBUCKSG>-0.55 •• • • • •B 2X BUCK SG>=055 • • • • M,'OOD• C 1/4".MAX.SHIM SPACE • • • • • • - �i�,�•• ,`�� ov 'D 1/4"X2-/4"PFH ELCO ORITW CONCRETE SCREW 00 • • • •STEEL • E MASONRY-3.00D PSI MIN.CONCRETE CONFO RMINGTOAGZ 301 OR HOLLOW BLOCK CONFORMING TOASTM'C90 CONCRETE v = 0 2 0 G 3/16"x 3-1/4'PFH ITW CONCRETE SCREW. STEEL \' 14 c o g m c u IL I' - 1/4'X 1,314"PFH ELCO OR UW CONCRETE SCREW STEEL v 4'°1 j� 'd`a E J 1/4'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STS $ "- o CIO K 114'X 2-1/4'ITW CONCRETE SCREW STEEL ,c L - #10X2-1/7 PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL o� N: „�. M 3/16'X 2-114'ITW CONCRETE SCREW STEEL N 3/16 X 2-3/4'RW CONCRETE SCREW STEEL N P , 1/4"X 2-114"PFH ELCO CONCRETE SCREW STEEL- 1 _ POLY FBER JAMB COMP./VINYL o I- flNGER JOINTED PINE FRAME WOOD "'7 WEATHERSTRIP FOAM a i 8 DOOR BOTTOM SWEEP -VINYL -9 4'X4"BUTT HINGE STEEL W 11 #9 X 3/4'PFH WOOD SCREW STEEL. o c m a, 22 3 POINT"TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL 2 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTT M) STEEL 25 LATCH AND DEADBOLTSTRIKE PLATE(TONGUESYSTEM) STEN o -27 LATCH STRIKE PLATE - STEEL x 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADA THRESHOLD ALUM " a 30 OIffSVVINGTHRESHOLD' ALUMIWOOD 31 OUTSWINGhiRT3HOLD ALUM/WOOD H w 32,-< OUISW94GTHRESHOLD 9 ALUM/WOOD 33 OUISWINGTHRESHOLD ALUM/COMP. zc 34 OUTSWINGTHRESHOLD ALUM/WOOD, Ln i 36 NJSWING THRESHOLD ALUM/COMP o 37 ' i 4SWING THRESHOLDAWM/WOOD 38, INSIMNGTHRMIOLD. ALUM/COMP . 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o 55 #10X1-1/2'PFH SCREW ;STEEL' ^ s 57 BACIONG PLATE ITEEL z 58 #8X 2"PFH WS ism 5 :60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURATRUNNUM XW LOCK ASSEMBLY STEEL me 02116112 °z wac: 'ILLS ! nws.or IK- e s' cw m LFS ` 3 FL-mi0_i 1 0 ( swu 12 oF12 0 :i w Florida$uildin'g Cod"0"1". htfps://www.floridabuilding,crW/r-/pr=app_dtl.aspx?param=wGEVX... J r Hot roPks ( Sub`mk Surcharye Stats&Facts Publications Staff jSCIS ste ma i Links 'i Se arch aCIS Home ! Lo "In User Registration. rich 4: 0-11911�prciduc't Approval USER:Public User Product abMVyLl!1M'>Product'or Annhcetlon .+arch>ftjk tbn Lt>APAWOoat Detall FL#; FL158147R3 Application Type Revision Code Vefsion 2017 Application Status Approved` *Approved by DBPR Approvalsby DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments • • • •••• •'•••• •• • •• • • • Archived 900.0• • • • •• • •• 9999•• • Product Manufacturer Custom,Window Systems Inc. •••+ •••••• Address/Phone/"Email 1900'SW 44th Avenue •••• •••• ••••Ocala,FL FL 34474 ••• • • •• • • (352)368-6922 Ext 245 :00: • •• • ••••• •• •1 •• • 9999•• kpinetadcws.cc • 9999•• • Authorized Signature� -Kevin PIneL, • • •••••• kpine0cws.cc • • • • • • •• • 99099• Technical Representative Jay Lathrop Address/Phone/Email -1900 SW 44th Ave `Ocala,FL 34474 (352)368-6922 Ext 29.1 llathrop@cws.cc Quality A'ssu''anceRepresentative Arturo Monteverde Address/Phone/Email 1900 SW;44th Ave Ocala, FL 34474 (352)368-6922 Ext 22`1 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider" Conyipllance Method Certification Mark or Listing Certification Aiency Keystone Certifications,Inc. Validated By Steven M.Urich,PE y Validation"Checklist-,Hardcopy Received Referenced Standard and Year(of Standard), Stands( Year AAMA/WDMA/CSA/101/I,S,.2/A440-U8 2008 ASTM E1886-05 2005 ASTM E1996.09 2009' PA TAS 201/202%203, 1994 Eq'uivale'nce'of Product'Standatds, Certifled By 1 of 2 1/3/2018,2:33 PM Florida Building Code Online, https//www flofida6dildiri ,or r•,a _dtl.as x? cram=wGEVX... g P>!P.rl P_ AA A A 1 Product Approval Method Method 1'Option A Date Submitted 09/29/2017 Date Validated, 10/02/2017 Date Pending FBC Approval Date Approved 10/05/2017 Summary of Products w .. FL iF Model,-Number 6r Name` Description' l 15814.1 HS-3206 HS-3200'(was 7700)Aluminum Horizontal Slider,Impact, of use Certification Agency Certificate -_ owes limit Approved for use in HVHZ:Yes F�15814 R3 C CAC-Celt 132-1032,bdf •••• •.•••• Approved for use outside HVHZ;Yes FLIS814 R3 C GAC CAR 1384M33.9d •• r • Impact Resistant:Yes FL15814 R3 C CAC AR 136.E 1,cdf • • • •• Design Pressure: N A C 3 • •• 0.0 0 0• g / FL35814 R3 C CAG -AR �1(rlta-nrlf Other. Large Missile Impact,see installatlon drawings for FL15814 R3 C CAC CAR 138-50�8�oddff= • • • DP and sizes.Glass compiles with ASTM E1300-04r FL15814 R3 C CAC CAR 10-M&240 � • • •N..tion Dirte 0 ..... .05/26 2019 -ante Contract0 0 0 •.••• • •.. ns a a on nstructions • • • e FL15814 R3-II CWS=774C,Daf 00 •• 011114104,40:41 Verified By: Lucas A.TUrner,"EV• . s Created by Independent Third Partyb*Yes 0 • a 00�. Evaluation Reports 0 0 ..••0. EL15814-113--AE EvalReport�i74Qp� 0 • Created by Independent Thircr Party?Yes 0•• • • Bads Next Contact Us;:2601 Blair Ston,Read:Takhac_see FL 32399 P(lp0e;..8S0.487.1024 The State of Florida Is an AA/EE0 employer Copyright 2007-2013 State of Florida.;;Privacy c_tatement;;�tp,SSj?!7j e0,t;;Rafnnd Statement Under Florida law,email addresses are public records.If you do riot want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by,phone orby-traditional mail.U you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1);Fbdda Statutes,effective October 1,2012,licensees licensed under Chapter'455,F.S.must provide the Department withan email address If they have one.The'emals provided maybe used for official communication with the licensee.However email addresses are pubic record.If you do not wish to - 'an email address which can be made available to the pubic.To determine if you are a licensee under supply a personal address,please provide the Department with an email add,..F.S.,please tick here_. 'ProductApproval Acoeptir Ciedit'Card Safe r a 2 of 2 1/3/201$,2:33 PM URNL 1239 Jabara Ave. " North Port,FL 34288 ENGINEERING & Pli. 941-380-1574 'CONSULTING, INC. FBPE`C.O.A. #29779 Evaluation'Report,774C August 29,2017 Product De"s"cription: Series 3200 (formerly 7700)Aluminum"Horizontal Slider Window, LM Impact, max. unit sizes,of 74"x-64!DP60 XO or OX,and 112"x 64".DP50-XOX I/4-1/2-1/4 Manufacturer:" _Custom'Witidow,Systems;-Inc. 1900 SW 44a'Ave,Ocala,FL 34474 =(2017) mpliances. This report.,evaluates the'above=rlisted'product,per'the requirements of FAC l RuleChapter 6l G20-3.005 (4): This pro"duct complies with the requirements of the 6`h lorida Building Code including the High Velocity Hurricane Zone. The product testing• •mW are outlined below. ...•: .• . .. • Technical IJbeumenfation's� .....• 2)' Approval drawing CWS-774C,by Lucas A.Turner,-F'.E:at_1239 Jabara Ave.,North Po.t:�`�:: • 1 This report;, re ared , , , �Q.:4�+ .... stgned and sealed by Lucas A Turner P.E. and ..... from National Certified TestingILaboratoraesl 0 ando FL s►Lned and 000 d and o A�*• . 3 Test Reports NCTL-210-38 ,- ,- , , g �'•6,p�►d J. .•• i •••••• .Ferrara, P.E., and test.reports CWS-004-02=05 and CWS-005-02-03.from P11I4wWWction terials TAS 201/02/203 941eAAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM 10i)q,p 5,Oced;, 9 ' T " p' FL signed'and sealed by2acliary Priest, withZe0�f04lOS and • E18 ASTM E 1996-02/04/06/09 •• .. •••••• ' 4) Supplemental Calcs: to support-CWS-774C,signed and sealed by Lucas A. Turner, P.E. •• • 0 Installation: Units must be installed according-to approval document CWS-774C. Limitations of Use: This.product: • May.be used up to sizes indicated in CWS-774C,with glass,types,design pressures, and max. glass daylight sizes as shown in-,CWS-774C • Is Large Missile Impact Resistant arid does not require the use of shutters • Maybe used-in the High Velocity Hurricane Zone • I.G. glass with_annealed outboard lite may not be used above 30 ft from grade in HVHZ • Requires Kuraray(Dupont)-PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires 6063-T6 aluminum extrusions per CWS-774C t I have evaluated the material.in this NOA and find that it complies with the requirements of the 0 Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do-I intend to acquire, nor will I acquire,a financial. interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have, nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of.this product. �`,��µrfsrrrrrrr� �� p10REtryr �� . r. a...... 'E PJ,ytF.;8yj. Lucas Na 58201 Turner 2Z 2017-08-30 -a' :�= 8/29/2017 16:04+20:00 '�,,a� •�t o q,o�.��2`�•` Lucas A. Turner, P.E. i.... .... FL PE#58,201 frtrrrrrrrai'►�'� . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . ... H0RIZ0"TAL.S6WDER •IMPACT GENERAL NOTES: �f4 • • • • • • •• • • • 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND (VV1�Nppyy Syn ' • • • • • + • • • MANUFACTURED TO COMPLY WITH THE FLORIDA 19DD sw 44TH AVE • • • • • • • • • _ -BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE �FLORIDA 34474 75'114' PJIN4'FLANGE WIDTH • • • • � 'FGE WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED VFW CWS EC 74'UNIT WIDTH 85114"UNIT WIDTH FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 3713/16"SASH WIDTH 281/lF,%ASHNIID �. 3200 ALUM. A D 2 GLAZING DETAILS:(SEE SHEET 2) •.r - HORZ SLIDER 33 1n6' ' 33'1/16" E510 • --_2B 5/1Se .25 irr 6�� ! 3.CONFIGURATIONS:'OX','XO","xox" ..IMPACT 651!4" GLASS DLO GLASS OLD I FLARG • •OL DLO 4.DESIGN PRESSURES: FLANGE __ •• • • •• • HEIGHT HEIGHT -- - -' -- -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE z - AND GLASS TABLES ASTM E-1300-04e01/09. - w 06 * I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, W W o a z w WATER INFILTRATION TEST PRESSURE,AND GLASS Q Z y 0 it 3 m 64• B - 5T,1n 58 718- B 571116" -58 7/8" TABLES ASTM E-1300-04e01/09. F-W UNIT GLASS ; GLAss ' sa- E GLAss cLAss E r z zd a W o O HEIGHT DLO DLO I O O <x F a UNIT DLO 1 DLO 5.ANCHORAGE:THE 33 tf3°�STRESS INCREASE HAS NOT O N�z a F w o. HEIGHT f BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE z- z Z F-O m X ( O t I I SHEET 7 FOR INSTALLATION DETAIL.WIND LOAD O z v U)z O v p SASB� X O ! X s�ASH6' DURATION FACTOR Cd-1.6 WAS USED FOR WOOD y ¢3 0 w p X O? HEIGHT f I ANCHOR CALCULATIONS. ¢yy' c1-z0 vi <_.. (� ! a HEIGHT K Ix 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. to ujww w N p - -- - — ----- z- A SHUTTERS ARE NOT REQUIRED,. ap n=�i. OX or OX 113-113-113 7.ALL FRAMES AND VENTS ARE SCREWED TOGETHER. a "~ 0- m 3 I 1131112"FLANGE UNIT WIDTH 54 1!2'UNR WIDTH SMALL JOINT SEALANT USED AT ALL FRAME JOINTS. ,�x��SUMN.y�x� 55314'FLANGEWID7H 8:SERIES DESIGNATION HS-32DO(AKAHS-7700) ,, �c�WTG+� 281116"SASH WIDTH A SASH 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: v• No 58291 =-AS WIDTH X=OPERABLE SASH.O=FIXED SASH k 4 x 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS_ r p STATE.OF :l&? 651/4'' 23516" a 521/4• 235!16' 23516" O q B 651/4'. 23 5116 GLASS c i T••2 0*'?� FLANGE GLASS GLASS DLO FLANGE 1 T_WEEP SLOTS=1/4"x 1-LOCATED 6-FROM BOTH ENDS_ E Ot HEIGHT DLO' - + DLO 4 DLO - d 1. 7 HEIGHT �• 571n6" 587!8' j LucasTume UNIT- ; GLASS GLASS 64`. ASS C C •HEIGHTa " - DLO .UNIT'., 571/16' 7/8" f 2017-09-22 �1 r �•°60 9n6" HE L LDLD O DOSS .60 9n6' •13:27-04:00 9/22/2017 X c> O X SASH X p SASH, LUCAS ATURNER,P.E. HEIGH! - Y a DLO T HEIGHT Fl PE li 58201 1239 JABARAAVE_ NORTH PORT,FL 34288 114112-1/4 — OXaXOz jPH.941- IM1574. SHEET ION: 'MAX. UNIT. DESIGN PRESSURE GENERAL NOTES AND CONFIG. IMPACT RATING ELEVATIONS 'TABLE OF CONTENTS SIZE RATING DRAWN BY: DATE: GENERAL NOTES 8 ELEVATIONS....._1 XO W/SIDE LATCH 54-1/2"X 64" +/_50 PSF DE 06/01/12 -GLAZING DETAILS._. 2 -..•..3 • - DWG s„ REV.: �secnoN vlEws_..._. .......3-a XO 74"x 64" +/-60 PSF .EXTRUSIONS a 60iA ...... ....5 LARGE MISSILE IMPACT c 77a c ANCHOR SCHEDULE&NOTES............6 XOX 1/3 1/3 1/3 85-1/4"x64" =+/-50 SHEET ''INSTALLATION DETAILS.._................_.7 OX 114 112 1/4 1 2"X64" I 1:20 1 OF 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ... �a� 5116'OVERALL • • • • V106'OVER�A • • 7116'OVERALL • • • �• • •• • Y • YVINDOW SYSTEMS ffl 1/8'ANNEALED --,JI NNEAL • • 311b"ANNEALED 1900 SW 44TH AVE. • • ,• i�� • • OCALA,FLORIDA 34474 .090 DUPONT PVB INTERLAYER • ••• • .0�0 DUPONT PV13 INTERLAYER .105 DUPONT PVB INTERLAYER v40m.Cv4s•CC 1IM"ANNEALED 1/8'ANNEALED -3116"ANNEALED 1 SIKAFLEX 552 or •• • • • '� •• I11F SIKAFLEX 552 or 3200 ALUM. • • 5 57ar I 1 PURFECT GLAZE-H- • •• �PURFWF GLAX"H" PURFECT GLAZE'H" HORZ.SLIDER o • • . ... .. IMPACT ol 01 i 3/4"GLASS BITE 314"GLASS BITE 314'GLASS BITEoo Z 6 O OwDO 1 13 1 atwJz W-gym Z=f<~woo. lZ—rn z�-:Dw 1 OZVtnzOV0 F7t GLASS TYPE A-SASH GLASS TYPE A-FD(ED XO GLASS ME B-'FLXED XOX 0 W j 3 O w OpZ= A ROwo ooowJviQf/1 F 7l8''OVERALL 7/8',OVERALL 7A'1"_�OVE.RALL w H 0 a x > a M tui w ti K D.- 118'ANNEALED 7J8';ANNEALED 3/16'ANNEALED 'O. 7/16"AIRSPACE - 7116'AIRSPACE1h1'AIRSPACE �+�`+++ ORE XLAMINATED 5/16'LAMINATED 7/16'LAMINATED .J F: 18"ANNEALED `- N. 58201 t9m 1W ANNEALED - 3116'.ANNEALED 090 ADUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER I b .090 DUPONT PVB INTERLAYER 90 ,STATE OF W NNEAI.ED,. 1Ai"ANNEALED q r43/16'ANNEALED_. .' 4134" FLEX 552 or 1SIKAFLEX 552 or f 1 SIKAFLEX 552 orFECT GLAZE'Fi' PURFECT GLAZE"H' PURFECTGLAZE'H"QUANEX DURASEAL QUANEX OURASEAL IG SPACER IG SPACER SS BITE 3/4'GLASS BITE 314'GLASS BtTEo 9/22/2017 LUCAS A.TURNER,P.E. 3-SASH NEX Dl1RASEAL FL PE*58201 ACER: 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38x1574 OW GLASGLASS TYPE C-FIXED XOSHEN� � GLASS TYPE D-FD(ED XOX GLAZING DETAILS DRAWN W. DATE ADE 06!01%12 DWG•.,-`._ .y R . 'CWS-774 C scA�: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:1 2 OF 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... awmw • • • • • • • •• • • INTERIOR • • • •• • •• • • • • • • • • • • • • 1900 SW 44TH AVE. - • • • • • • • • • • _ _ OCALA,FLOPoM34474 • ••• • • •-•• • ^ WW W.CWS.CC 4 14 3 17 14 7 N 3200 ALUM. • HORZ SLIDER • IMPACT [ 7000 z ¢z3 - Owo !2wsp zoz. zkz� 8 1 11 6:9aawo0 t , 30F0=O z. t�V-ZN c.�}502 8 9 3 t.. t �mwv�.OJy►w- , 0 ?-a Roel w o uj 0: SECTION VIEW B43 rc w INTERIOR a` � a Lu Co S No 58201 4 1 7 3 t9 9 F STATE OF Arz- iri .N�� y � 2 v" zz ,� srn/2o17 t LUCAS A.TURNER;P.E. ,FL PE x158201 1239 JABARA AVE., NORTH PORT,FL 34288 PH.941-380-1574 - SHEETOESMPTIOM- SECTIONVIEWS SECTION VIEW A-A XO SECTION VIEW C-C —.TE- SIDE LATCH OPTION ADE 06101/12 SIZE AND DP RESTRICTED,SEE SHEET 1 . _ DWG•. REV.; ITEMS NOT SHOW FOR CLARITY: 5,6,W,,12.1-5,18,24 scCoreALM. 4 C SHEET 1:1.33 `3 OF 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • ••• • • INTERIOR \y(StttillCKl//uuU' • • • • • •• • WINDOW SYSTEMS Il_pie' • • • • • • t4 q 19005W 44TH AVE. 4 14 • _ _ • • • • • • OCALA,FLORIDA 34474 •• i • • ••• • WWW.CWS.CC • 3200 ALUM. • ••• HORZ.SLIDER • IMPACT Z 3 < O W p a W O W e.• _ _ ZOZ K�9P Hw�Zp��2 Z �aCWpO c�m�zD-�v�a 9 293 1 1 9 8 34 zpzUyZOLLU a30wO0po. 1 SECTION E-E po�}��0m '..LL D:CROW W Lu I e , a y 9 8 z ,.s se2oti ��. ?* * . STATE°OF INTERIOR �4s3 R��` 16 7 I 1s 912=17 LUCAS A.TURNER,P.E- FL PE#58201 1239 JABARA AVE.. NORTH PORT,FL 34288 PH.941-380.1574'- sNEEr DESCRIPTION: SECTION VIEWS XO_X " ww er; w 1 ADE 06/01/72 DWG REV4 _ CWS-774 c ITEMS NOT_-SHOW FOR CLARITY: SHEET SECTION VIEW 0.O S.6,10,12-15,18124 241:1.33 4 OF 7 . ... . . ... % .. % .. . . . . . . . • . . . . ... . . . . ... PARTS LIST ITEM PARTS DESCRIPTION VENDOR I MATPRIAL25/8" • • 000 • _.__ 1 1 5116" 0 1 H•1934 FRED MEETING RAIL KEYMARK AWMWJ&t • • • • •• • • 2 H4946 SASH MTG.RAH SASH KEYMARK AL 1 UPA • 41(--•-114 5ABs--i-{ • VdINDOW SYSTEMS 3 K1947 SASH UFT RAIL.SASH KEYMARK • : • •-: -• -• 35 ( �- �\ r 19005OCALA. 44TH AVE. E. 4 P•3018 WSTP,(.300 x.18Tback,B.Ab) AMESBURY • • • • 34474 I••• I ( ( W W W.CwS.CC 5 P3029 SCREEN LIFT SUMMIT STEEL .6 P3033 SCREEN SPRING FLA SCREEN ,STEEL Z 3/16" 311/16*I 35116" 4 P3169 LOCK SPRING FLA SCREEN STEE 1116• 8 P3302 WSTP' 210 x.187back ULTRAFAB • • •• • • •• fns- ) 3200 ALUM. 9 P3218 SCREEN FRAME(5/167 ALL METAL ROLLFOt�ul • • •• • HORZ.SLIDER 10 P3228 ROUND SPLINE(.155). DAPA FRAMECCRNERCONS bEdD;f�3: vs- IMPACT 11 P3305; WSTP(.270 x.187back) ULTRAFAB •• • • • • • ••• •• SILL,BOTTOM-1966 12 -P3321 SCREEN CORNER KEY FLA SCREEN NYLON SILL,TOP-1967 13 P3352 SETTING BLOCK(1/8",x 518"x 2") FRANK LOWE RUBBER H w o < o rp 14 P3397 OPEN CELL PAD(black) HO PRODUCTS z O o <__�± 16 P-3443"15 F-3433 WSLTPN(E290 X.187)BULB ULTRAFAB LT TRUSEALF—31118• —11 1 5116" F w 3}0 3 2 ,,17 P3515 #8 X518•PHIL FLAT WHT FASTEU41 STEEL t 0f_C s OVQ= a:. U y F Q.I-(O 0- 18 P3566 SCREEN CLOTH WIER I z 0 0 0?Z=)L)- 20 U o .19. P3804 ROLLER ASSEMBLY MSM NYLON 2 i2- SASH CORNER CONSTRUCTION -Z U N Z O�U 20 P 4144 #8 X 1PAN PHIL W/114"LEAD FASTENAL a STEEL 71& 2 t,/16" f -w Lu O z 27. P-4479_ WEEP HOLE COVER MSM NYLON I 0~~~Z- IL 1116- p0U:>:) 0� 22 —P 4707'`SASH MTG RAIL LOCK LAWRENCE NYLON V16" ills" 23 .P-4959 WSTP:(.420 x.187back) ULTRAFAB z=nw 0 rn 24' P-5289/90 SASH END CAP MEM NYLON N 25 S 1933^HEAD a ul KEYMARK KEYMARK LOCK JAM -1962 FIXED JAMB-1957 FIXED MTG RAIL-1934 a a n B 26 S-1935 REINFORCEMENT. KEYMARK ALUMINUM ,,+p�D� nrrer 27 S-1936 SCREEN SUPPORT ,KEYMARK ALUMINUM • t1+ rr� 28,. _ 5-.1939 TOP/BTMRAIL.'SASH KEYMARK 'ALUMINUM 2318" �`�GEN-'rG�r 29 .5 1941 GLAZING BEAD-5/16 KEYMARK ALUMINUM I^-2 t/2" .:�� ' 1 118' ! "�� Ne 58201 •-�'n 30 S 1949 GLAZING BEAD KEYMARK ALUMINUM 2 'jam '�1 7I * ''F` 31- S 1956, SPRING SIDE LATCH KEYMARK ALUMINUM MEETING RAIL ATTACHMENT v '¢: 32 S-1959, ROLLERTRACK KEYMARK ALUMMRIM 3 33 S-1960' SCREEN CATCH KEYMARK ALUMINUM 2 5B" 2 5/16" 7116 ^9 STATE OF "tit: I 1314• SAt4LL JOINT SEAM SEALANT 34 S-1962 JAMB,LOCK KEYMARK ALUMINUM 1/16" '4 O lat'•? t116" .RFs•.. R Q`.. 135 5-1966 SILL,BOTTOM - KEYMARK ALUMINUM rrry��ON!►'�N+`� .36 -S-1967 SILL,TOP , KEYMARK a ALUMINUM 1_ 37, S-1957 ;IAMB;FDED .', KEYMARK ALUMINUM 38 WSTP(.530 x.187back) ULTRAFAB SASH LIFT RAIL-1947 SASH ivrrG RAIL-1946 SASH TOPIBTM RAIL-1939 { :40 GLASS,. SEE SHEET 2 r 41 P-5523 GLAZING BEAD-718 TEAM PLASTICS. PVC z✓� 1 7116' 9/2212017- 12'� 1116• t• 15116' I LUCAS A.TURNER,P.E. r 15/16" 9/16' 13116' „ yq" FL PE#58201. 1 1239 JABARA AVE. 119" 1" NORTH PORT,FL 342.88 1/8" L 1116 _ 1116• , 1/76' 1/76" PH.941-380.1574 ROLLER TRACK--1959 REINF.-1935 SHEE'PH. DESCRIPTKON: SCREEN CATCH='1960- SCREEN SUPPORT-1936 SPRING SIDE LATCH-1956 5116'GLAZEBEAD-1941 BOM AND EEXTRUSIONS 3!4' 3/16• (�- 3/4` aiAWN BY. A E- �- 4, ADE 06/01/12 7/8" 1nb' 1" -_. 1/13• DWG rt. REV.: CWS-774 C 39 LINE ITEMS NOT USED: NOTE_ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. SHEET PVC 7/8"GLAZEBEAD-5523 7/16"GLAZEBEAD-1949 1c2 5 OF 7 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... • • • • • • •• • • • 1AnNnow srsTEns 14'MAX O.C.(TYP.) _ • • •• • • • • • • • r` "14'IMAX.D.C.(TYP.) 11900OCASW 44TH A.FLORIDA E. 6-MAX jI • ••• • 34474 0.00 • 3-(TYP.) 6'MAX(TYP.) i �T(( P. 611 'MAX(TYP.) SEE NOTE .CWS.CC (TYP.) - -— — - — • •. ... —- - - - - - -— 3200 ALUM.. • ... .. HORZ.SWDER .. ; IMPACT' ( Z az3, Ou10 aWDO iw ¢29>orr3m MAX.O.C. X 0 INSTALLATION MAX O.C. X I X INSTALLATION z w m a m 3 g x �� i _ { i ANCHORS TYP. (ryP.) ANCHORS.TYP.' 0'-O ti.¢i3OF . UyF- g, L mOZLLmOO-Z,. ;. s ¢�OtuFO- 2Q I-OFZON r Etta h... LLJ CL ,a=te} a I — - - IL F a ir�a� ANCHOR LAYOUT-(FLANGE) .`� ANCHOR LAYOUT-a(FLANGF) �` .•''CFv v'-No 58201, ••.'P P -i;8 E TATOF AV O ,.a 1 4/� '��'�FS• Ow.R�.O+''G\r� NOTES:: �'�i�s�ONA� .•`� 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 112.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. Z 1.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL SEAS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 9/22/2017, 4 ALL LINSTACTED TO ANCHORS MUST BE EVENT REACTION DE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBE,PROLUCAS FTURNER,P.E. 1Y 58201. 5.INSTALLATION ANCHORS1239 JABARA AVE. - SHALL BE IN ACCORDANCE WITH ANCHO_R MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED NV TABLE 1,SHEET Z PH.941-380.1574 �6.ANCHOR EMBEdMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. THEEToeacRiWC—f INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES -7.A MINIMUM,CENTER-TO-CENTER SPACING SHALL BE MAINTAINED,BETWEEN ALL FASTENERS: 3-FOR SOLID CONCRETE,3-9/16"FOR CMU,1'FOR WOOD AND METAL O AWN BY'. DATE: 1 .;8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/01/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN 1N TABLEI,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwc r REV.: ,CWS-774 C I�9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION_ OF THE REFERENCE DOCUMENTS: SC � FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(80X WINDOWS),FMA/AAMAlWCMA 300(EXTERIOR DOORS) ET 1:20' SHEET OF 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL HEAD ANCHORAGE • • • ••• • • �._--- �s(St3s+ylxlvclutfp(7 '�----^1 MIN.E E IST.•• • ••• • ••• MIN.EMBEDMENT WIDOW SYS'TEl75 SUBSTRATE BY OTHERS SEE T LE • • • • • • • •- SEE TABLE 1 - 1900 SW 44TH AVE SEE TABLE 1 - ' • ••• • • ••• • OCALA.FLORIDA 34474 ujoo INTERIOR 1M'MAX.SHIM] WWW.CWIS.CC PERIMETER SEALANT MIN.EMBEDMENT BY PERIMETER INSIDE AND OUT SEE TABLE 1•• • • • •• ••• •• MIN.EDGE DIST. 3ZOO ALUM. SEALANT BEHIND FLANGE •• 000 • • • • •• •• SEE TABLE 1 HORZ.SUDER BYINSTALLER • • • • • •• • • _ • • • • • • • • • INSTALLATION ANCHOR - - IMPACT 1/4'MAX.SAM • • • • • 000 •• SEE TABLE 1 0,6 =O .U)UJ ui ro Lu INSTALLATION ANCHOR INTERIOR g SEE TABLE 1 SEALANT BEHIND FLANGE 11 SUBSTRATE BY OTHERS 01--o 1--O Xj a a BY INSTALLER SEE TABLE,1 ' BY .Z-F j PERIMETERSEALANT V¢ �Z UZcoOLLW?INSTALLER Q�Oui r=O INSIDE AND OUT mQ FFZ,gML O� 31 U. HORIZONTAL SECTION -w wOwvy' I I 7 TYPICAL JAMB ANCHOW O ILS '` f RAGE W.3r W r SEALANT WD FLANGE 1M'MAX SHIM BY INSTALLER _f1 g0l,�NOREW-'", PERIMETER SEALANT MIN.EMBEDMENT w�J •��6ENgFG�y� . BY INSTALLER SEE TABLE 1 .No 58201 71,9 INSIDE AND OUT SUBSTRATE SY.OTHERS 9 STATE OF 1!1- SEE TABLE I MIN.EDGE . �O,p.,•�t 0f;:-�= =SEE TABLEDISi. A VERTICAL SECTION 127 TYPICAL SILL'ANCHORAGE - -9122/2017 oGROlU;T-FTIlLLED TABLE I:APPROVED INSTALLATIONFASTENERSLUCASAIIJRNER,P.E. MIN.EDGE DI FL PE S 58201 2.0 KSI MIN.) 3/16'ITW'TAPCON 1-1/2' 1-115 1239 JABARAAVE.. NORTH PORT,FL 34298 D CMU{117 PCF MIN) 1 Y PH.941-390.1574" 2.85 KSI'MIN.) .3/16,ELCO ULTRACON SHEET��CMU(ASTM C 90) 3116"ELCO ULTRACON 1-314" 2-112' 2XMIN.-SOUTHERN PINE(f-0.55)_ 3116'ITW TAPCON * INSTALLATIONbEfA1LS OR ELCO ULTRACON 1-315 7/8' 2XMIN SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/5 716" DR/X BY: DA 16 GAUGE(0.060")MIN,STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD AIDE 06/01/12 <..(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7716" DWG>< EV.: 11T ALUM.(6063-T5 MIN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-774 C lar STEEL-(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7116 $HEFT 1:2 7.OF.7