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Building Permit Application
p d�� AU.'APPUCABU: FO MUST BE COMPUTED FOR APPUCATION TO BE ACCEPTED p . Date- Permit Number: RECEIVED Building Permit Application AUG 2 8 2018 Planning and DevelopmentServiaes Building and Code Regulation Division ST. Lucie County, Permlttin� 230014rginla Avenue,Port Pierce F!34982 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: ghutter_ W;ndows f 00665 PROPOSED IMPROVEMENT LOCATION: Address: 2513 GRAY TWIG LANE,FT PIERCE,FL 34981 'Legal Description: Property Tax ID#:3405-801-0019-000-7 Lot No. Site Plan Name: Block No. Project Name:SMITH,KIMBERLY&DAVID Setbacks Front Back: RlghtSide: Left Side: DETAILED DESCRIPTION OF WORK: Replacement Windows ( t!5) and C3 ) dt0r5. CONSTRUCTION INFORMATION: ona wor to a orme un er s perm — e a appy: HVAC 13Gas Tank ❑Gas Piping _Shutters ❑Windows/Doors Electric 0 Plumbing [:]SprinklersC Generator ORoof Total Sq.R of Construction: Sq.Ft.of First Floor: Cost of Construction:$ �5� �� Utilities:0Sewer OSeptic Building Height: OWN ER/LESSEE: CONTRACTOR: Name SMITH,KIMBERLY&DAVID Name:Sam Ochstein Address: 2513 GRAY TWIG LANE Company:Newsouth Window Solutions City: FT PIERCE State: FL Address:2526 Okeechobee Blvd. Zip Code: 34981 Fax: City:West Palm Beach State:FL Phone No. Zip Code:33409 Fax:561-478-4100 E-Mail: Phone No. 561-712-9000 Fill in fee simple Title Holder on next page(if different E-Mail:westpalmbeach(,newsouthwindow.com from the Owner listed above) State or County License:CRC1330822 If value of construction Is$2500 or more,a RECORDED Notice of Commencement Is required. SUPPLEMENTAL CONSTRUCTION LIEN A, INFORMATION'.: , `¢ DESIGNS ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not A Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Appli BONDING COMPANY: _Not A Name: Name: Address: Address: City: City: Zip: Phone: Zlp: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no repre ent ion that is granting a ermit will authorize the permit holder to build the subject s>hructure which is in conflict with any apps cable Home Owners Assoc anon rules,bylaws or and covenants that may restrict or pro lu, such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying tvAce for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/ 14--int/Lessee Signature of Contra or/License Holder STATE OF FLORIDA STATE OF FLO DA COUNTY OF C�VAee Ghnbee_ COUNTY OF ,�a Irl^ 9_7)�Gk The fnr instru ent was acknowledged before me The for qi%instrument was acMowledged before me this 21day of" 20�gby thisG'�day of �1 o v S^t 20��by l S(::,ry-\ (Di J-\& r ;r (Name of person ackno ledging) (Name of person acknowledging} (Signature o otary Public-State of Florida) (Signature Notary Public- e of Florida} Personally Known OR Produced Identification Personally Known /� OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No.Off't116�o7 Commission - I F E R �� S PHILIP G. PEROTT ^$o �State of Florida Notary Public •; Commission # GG 196943 Commission #GG 166547 . %�?oFF�o°� MY Commission _ x Revised 07/15/2014 =.�' PA: My Commission:Expires March 15, 2022 fit% December 10 2021 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE ' COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS NewSouth 2526 Okeechobee Blvd.•West Palm Beach,FL 33409-4006 WINDOW soLu <!! uth 561-712-9000.561478-4100 fax rnic www.NewSouthWindl!ow.com Lic#CRC-1330822 Made in Flon for Florida Homes Date f/ 1 To fiVtM tll� IJ�Q✓�� /Nt•/ter E-mail TI✓�q _G1k(S deAeil,PodA n aslr3 �Q L-1 Zit HomePhone7 ' 45' Cell Phone DECEIVED City ! `-free State /1^4- Zip Business(Mrd Mrs.) Replacement Windows•Entry&Patio Doors•Storm Doors•Impact Resistant Windows&Doors AUG 2 8 2018 WHOLESALE&RETAIL WINDOW CONTRACT NewSouth Window Solutions agrees to measure,manufacture or furnish and service the following custom made windows for the amount STl UlcATEDIB�L�jW:COUnIy, Permitting All NewSouth Vantage Series Windows Include Double Pane,Low-E glass with Argon gas,and 12 point fusion welded comers. All Vantage windows are sealed and vacuum tested for Wperlor argon retention. {plyr Qyljooz(w)role window/ 4e OTan o&onre(ewerorony) Interioreolors AWIthe oTan Cohn may wary flighty hom sample (Inidai) LOW-EGLASS: 66 GLASS 0340 GLASS OBSCURE GLASS 0YES X, 0 TEMPERED GLASS 0YES NF ALL SASHES ARE KGON FILLED-WITHOUT EXTRA CHARGE LOCATION: I LOCATION: M -p'a o eVantage o�Vantageg000 Single Hung antage 9000 Impact o other: cz, STILE OUANTITT DOUBLE HUNG E-VANTAGE o WAMITY PATIO DOORS Artl, (HALF-SCREEN STANDARD)Cl Full Screen ^ inpyct D nonimpact 0 Open Praire Grids DO SINGLE N ARCH OR 9000pact0SINGLE HUNG(HALF SCREENI Indlcaie size,drawarran for dLecdon 13 5/0 X 6/8 0 9/0 X 6/8 hnpact D nonimpan of slide outside looking In(OSU) v0 5/0 x 8/0 0 9/0 X 8/0 2 LITE SLIDER E-VANTAGE o 1 ^ X6/0 X 6/8 O 12/0 X 6/8 (XX.HALF-SCREEN STANDARD)D Fill Screen 14 06/0X8/0 012/0x6/0 LU 9000 SLIDER 0O or D XO O O 8/0 X 6/8 0 16/0 X 6/8 oulslde saaVlny rn 0lmpact 0 nonimpact 13 8/0 X 8/0 ❑16/0 X 8/0 PICTURE WINDOW VANTAGE L/ MOSCREEN) O impact 0non impact 3 PANEL PATIO DOORS O Impact O nonimpact 3 LITE SLIDER WITH PICTURE WINDOW o SCREENSI indicate size.draw arrows for direction of slide outside looking In Olmpact Oran•impacr 1/4-.1/2 1/4<onfiguratbn (• moi 4 PANEL PATIO DOORS f y k-- AWNING&HOPPER 0impact 13non•impact CASEMENT(OSLI) __LEFTHINGE TJ drawrowsarfort Wionnr slide a DOUBLECASEMENT outside looking In -- D Impact O non-impar • O HALF ❑EYEBROW O QUARTER-ROUND � O TRAP ❑OTHER ROUND (DRAW IN SPACE) GRID STYLES TANDARD 0 CONTOUR 0 BRASS/GOLD/PENCIL Was this hornebuilt prior o197e1)QYesorvo If yes.the undengned egress to tfelermi and conditions of the Colonlal 0 Prairie 13 Open Prairie NewSouth Lod Safe Work Practices Addendum if house tests postiw for kadan addRlonal SaS perwlndawwill tse adtlM balance. 1 DLij Buyeri Signature TOTAL NUMBER OF WINDOWS ONTHIS ORDER: TOTAL DOORS: as j6jecj to NewSouth field engineering and approval. 0 Customer agrees to allow NewSouth to display a yard sign until 30 days after completion. TWO YEARS FREE IN HOME SERVICE BUYER'S RIGHT TO CANCELa0 BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE Total price" GK(V ( $ 7 TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. 14LZJ $ 700 BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY Del ivery/commencemen. $ g"('10 0 USE THIS CONTRACT AS THAT NOTICE BY WRITING"I HEREBY CANCEL" Balance due upon final7l;3$ 9f000 AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE window/door installation. NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SHOWN ABOVE. ❑Bank Financing Cash on Completion All material is guaranteed to be as specified.All work is to be completed in a workmanlike manner according to standards and practices.This contract is valid only with proper signatures.NewSouth shall not be held responsible for time and material delays,strikes,ads of God or any other matters beyond its control. NewSouth is not responsible for any pre-existing structural conditions. No other work to be done, all other work to be excluded. Owner agrees that the equity in this property is security for this co tract.Since this contract calls for made to order goods,it is not subject to cancellation except as stated above. Start Installation approximately lalfAiiweeks from above date. Verbal promises can cause misunderstandings, therefore this contract constitutes the entire understanding of the parties, and no other understanding,-collateral, verbal or otherwise, shall be binding, unless signed Py both parties. NewSouth to rove and haul away all job related debris. aA es and discounts allotted. All charges included above. Tha k u for r your order. . x uyer's Signa a ewSouth ese Ive x x 6 Buyer's Signature NewSouth Manufacturing Authorized Officer 2526 Okeechobee Boulevard NewSouth West Palm Beach, FL 33409 W I N DOW SOLUTIONS 561-712-9000 phone 561-478-4100 fax www.NewSouthWindow.com Replacement Windows • Gla and Screen Patio Doors • Entry Doors Wholesale & Retail Contract Addendum to Original Contract Dated: 1 y� To V l 1�;t_i (li'f Date: lLbN Email Home Phone't72-'Z]— iKtell City Stater-L'- Zip Business Phone (Mr.Mrs) NEWSOUTH WINDOW MANUFACTURING AGREES TO MEASURE,MANUFACTURE,OR FURNISH AND SERVICE THE FOLLOWING CUSTOM MADE PRODUCTS FOR THE AMOUNT STIPULATED BELOW: 1-3 I; o i� 1r lost, 'jI(�1�1D� 1��� W AC- s (® ®S RECEIVED Was the ome built prior to 197$? YES NO If yes, the undersigned agrees to the terms and conditions of the Lead Safe ST. uc a Work practices as set forth by your Florida licensed installers. BUYER'S RIGHT TO CANCEL �1 BUYER MAY CANCEL THIS CONTRACT BY Total Price for above $ DELIVERING WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE Down pay ent $ THIRD BUSINESS DAY AFTER THE DATE OF THIS. C,�A (P9 Z TRANSACTION. BUYER MAY USE THIS CONTRACT Balance payable on �� AS THAT NOTICE BY WRITING "I HEREBY CANCEL" Installation/Delivery $ AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE NOTICE MUST BE DELIVERED TO Bank Financing Cash on Completion THE SELLER AT THE ADDRESS SHOWN ABOVE. All material is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standard practices. This contract is valid only with proper signatures. NewSouth Window Solutions shall not be held responsible for time and material delays,strikes,acts of God or any other matters beyond our control. Owner agrees that the equity in this property is security for this contract. Since this contract calls for made to order goods,it is not subject to cancellation except as stated above. Start installation approximately & f weeks from above date. Verbal promises can cause misunderstandings,therefore this contract constitutes the entire understanding of the parties,and no other understanding,collateral,verbal or otherwise shall be binding,unless signed by both parties. NewSouth Window or hired contractor to remove and haul away all job related debris. All sales and d'scounts allotitu're ll char es' cluded abov Thank you for your order. X ' X Buyer's SNewSouth Window Representative X X Buyer's Signature NewSouth Window Authorized Officer RECEIVED NewSou AUG 2 8 2018 ST. Lucie County, P�rrnihGing WINDOW SOLUTIONS -- 2526 Okeechobee Blvd,West Palm Beach,FL 33409•561-712-9000•CRC 1330822 Property Information Building Information Owner: SMITH,KIMBERLY&DAVID Wind Zone: 170 MPH. Address: 2513 GRAY TWIG LANE Exposure Category: C FT PIERCE,FL 34981 Minimum Building Dimension: 25 ft. Mean Roof Height: 15 ft. JU Risk Category: II Design Pressure Calculations IFOpening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 35.75 37 7 37.8 -41.0 2 Int 35.75 37 7 37.8 -41.0 3 Int 36 49.25 7 37.3 -40.5 4 Int 35.75 49.25 7 37.3 -40.5 5 Int 36 49.25 7 37.3 -40.5 6 Int 35.75 37 7 3.7.8 -41.0 7 Int 35.75 37 7 37.8 -41.0 8 Int 35.75 36.75 7 37.8 -41.0 9 Int 35.75 37 7 37.8 -41.0 10 Int 35.75 37 7 37.8 -41.0 11 Int 71.50 79.50 7 34.4 -37.6 12 Int 35.75 36.50 7 37.8 -41.0 13 Int 35.75 36.50 7 37.8 -41.0 14 Int 71.50 79.50 7 34.4 -37.6 15 Int 35.75 37 7 37.8 -41.0 16 Int 36 80 7 36.1 -39.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 ze Opening I (WxH 1. SINGLE HUNG 35 314 x 37 (BEDROOM 1) 2. SINGLE HUNG 35 3/4 x 37 3. SINGLE HUNG 36 x491/4 id (LIVING ROOM) 4. SINGLE HUNG 35 3/4 x 491/4 �4=1 Z O 5. SINGLE HUNG 36 x 49114 10 9 6. SINGLE HUNG 35 3/4 x 37 (BEDROOM 2) ® v1 7. SINGLE HUNG 353/4x37 8. SINGLE HUNG 35 3/4 x 36 314 16 14 13 12 (BATHROOM) 8 O r. 9. SINGLE HUNG 35 3/4 x 37 (BEDROOM 3) Z m 10. SINGLE HUNG 35314 x 37 11. SGD 71 112 x 791/2 (DEN) % a 12. SINGLE HUNG 35 3/4 x 36 112 �; r (KITCHEN) r 13. SINGLE HUNG 35 3/4 x 361/z ° c 14. SGD 71 1/2 x 79 1/2 (DINING) 7 15. SINGLE HUNG 35 3/4 x 37 N (BEDROOM) 16. DOOR 36 x 80 6 (BATHROOM) 15 Q w � C Z00 ® o a 1 2 3 4 5LIJ J U � N > y F- W W � U W w `D u w 3 M ~ � r LL COPYRpNT E-TENPE9T.COY SCALE: NOT TO SCALE OATS: Aug 27,2018 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1 12/12/2017 Florida Building Code Online � .E•i((I.�"Y �i:. l_ (>t-i•.il:Ytf �) 4w<�''',IIi �:tS3� SCIS Home Log In User Registration Not Topics Submit Surcharge Stats a Fads publications FOC Staff SOS Site Map Links Search &,Oak d ,tl);tlr. t�•�:� Product Approval ,i_o USM:Public User Product Approval Men, >P,co.ct S.AeoUcatior.Secrcn>6RWjt f n I ig >Application Detail . FL 8 FLIS449-RS Application Type Revision �} Code Version 2017 G Application Status Approved ' J Comments Archived S&D Product Manufacturer Newsouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochsteln@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com RECEIVED Technical Representative Address/Phone/Small AUG 2 8 2018 Quality Assurance Representative ST. Lucie County, Permitting Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence F I5449•R5.1101_1AIJErt:hcate of Inpggenden e t Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I•S.2/A440 2008 AAMA/WDMA/CSA101/1.5.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https:/Hioridebuilding.org/pr/pr_app_dti.aspx7peram=wGEVXQvADgtep%2bDhVRQZHMIGBdzEc[XJnUTCgUC)gtgtqXCN6yl6E1wa/a3da/a3d 113 12112/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL 0 Model,Number or Name Description 15449.1 a.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX Configurations-Nominal 8'0 x 8'0) Umits of use Installation Instructions Approved for use In HVHZ:No FJ,I5449 R5 11 (a)Inst 15449.1.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15449.1 for Design Pressure Ratings,any rQ54_49 RS AE la1 Eval 15449.1,pdP additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15449.2 b.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX Orlel Configuration-Nominal 8'0 x 8'0) Umits of use Installation Instructions Approved for use in HVHZ:No F 15449 R5 11 (a)Inst 1 449.2jLdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15449.2 for Design Pressure Ratings,any FL1 449 RS AE fat Eva(15449.2,pdt additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15449.3 I c.6000 Series/Model 6250 Extruded Vinyl`Impact`Sliding Patio Door-(XO or OX Configurations-Nominal 8'0 x 810) 11 Limits of Use Installation Instructions Approved for use In HVHZ:No FU 5449 125 i1 (g)Inst)5449.3.plf 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 f Other:See INST 15449.3 for Design Pressure Ratings,any FL15449 R5 AE (a)Eval 15449.3.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars, f 15449.4 +d.6000 Series/Model 6250 Extruded Vinyl"Impact"Sliding Patio Door-(XO or OX f Configurations-Nominal 8'0 x 8'0) Umits of Use Installation Instructions Approved for use In HVHZ:Yes FL15449 R5 11 (a)Inst 15449,4.pdt 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 15449.4 for Design.Pressure Ratings,any Fl 15449 R5 AE (aI Eval IS449 4 pi f additional use limitations,installation Instructions and product Created by Independent Third Party:Yes j particulars, i I ' 115449,5 j e.6000 Series/Model 6400 j Extruded Vinyl'Non-Impact'Sliding Patio Door-(OXXO Configuration-Nominal 1610 x 810) Limits of Use 'Installation Instructions ! Approved for use In HVHZ:No FbI5449 R5 I] (a]IDEJ 15449.5.nef i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15449.5 for Design Pressure Ratings,any FL15449_R5 AE (ai Eyal 15449.5•pji additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes i particulars. 115449.6 f.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO Configuration-Nominal 9'0 x 6'8) Umits of Use Installation Instructions Approved for use In HVHZ:Yes Fj=l 5449 RS I1 U 1 1n5t 15449.6.pdt f Approved for use outside HVHZ:Yes I Verified By: Lyndon F Schmidt,P.E.43409 https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtep°/u2bDhVRQZHMIGBdzEcIXJnUTCgUGgtqtqXCN6yl6EIw%3d%3d 2/3 12/12/2017 Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ' Other:See INST 15449,6 for Design Pressure Ratings,any f.1� 5449 R5 AE lal Eval 15449.15.pel additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15449.7 19.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO ' Configuration-Nominal 12'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15449. R5 I1 tat 1n5t 15449. ,par Approved for use outside HVHZ:Yes Verified By:Lyndon E Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent.Third Party:Yes Design Pressure:N/A Evaluation Reports Otter:See INST 15449.7 for Design Pressure Ratings,any FL1b449 R5 AE (a)Evel 15449.7.01 additional use limitations,Installation instructions and product Created by Independent Third Party:Yes �particulars. 12544'9.8 j h.5000 Series/Model 5200 Extruded Vinyl`Non-Impact°Narrow Stile Sliding Patio Door- (XO or OX Configurations-Nominal 6'0 x 810) iLimits of Use Installation Instructions I Approved for use In HVHZ:No EL15449 R5 11 (a)Inst 1544%8,, f I Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15449.8 for Design Pressure Ratings,any FL15449 R5 AE (a)Eval 15449.8.120( additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15449,9 1.5000 Series/Model 5300 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door- i (OXO Configuration-Nominal 9'0 x 810) Limits of Use Installation Instructions Approved for use In HVHZ:No EL15449 R5 11 (n)Inst 15449.9.pdi Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design pressure:N/A Evaluation Reports Other:See INST 35449.9 for Design Pressure Ratings,any F415449 R5 AE f 1l�ycl b5449 9 adl additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. Contact Us;;2601 Blair Slooe Road.Tallahassee FL 32399 Phone:BSO-487.1824 The State of Florida is an WEED employer.Canydaht 2007.2013 State of Florida.::Privacy statement::amujjhlaty Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to o 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 questlons,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Utensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with on email address which can be made available to the public.To determine If you are o licensee under Chapter 455,FS., please click tig&. Product Approval Accepts. Gredit Gard Safe https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHMIGBdzEc[XJnUTCgUQgtqlqXCN6yl6EIwa/a3da/aid 3/3 R W R W Building Consultants, Inc. B Conaft and&&Nft Servicas for we sodding 1ndtry C P.t)Box 230 VWAm.FL 33593 Phone a13AS99197 Florida Bard of Ambul al Farpa=Catiflate of Autborbadm No.9813 Certificate offxdkpexdenm RW Building Conmkwb and Lyndon F.Schmidt,P.E.do not have nor will acquire f»wlcial bond in the company manufacturing or dbugmting the product or in any other entity involved in the aper wal prooeaa of the product named m the amanpany ng Florida Product Approval. Lyndon F.Schmidt,P.E. FL No.43409 October 2,2017 MA-A PmdM-Job.Lab.Lbts1A-Fkd a-Product Approva1s1F1odde Scanned Aoodogeaq oe Holderr\CaAitto,le of tadepeodmoedoc Sbeot l of 1 I'NewSouth ilMDOWSOLUTIONS 96'MAX OVERALL FRAME�MAX -4Po1 lcn=.FL 31610 D.LO.VAM 1 1111 v�— d 0Cn 4 6000 Series Model 6250 Sliding Patio Door "IMPACT g 0 X gin GENERAL NOTES a 1. This product has()sante evaAmied and is in eomptance with the 61h Edition � 120171 Rmido Bu&"Code(FBC1 in Wdtng the'Tfigh Vebclty Hwicam zone' I a (HVHZI. i 2. Product anchors shot be as ivied and spaced as shown on details.Anchor embedment to bole motenlol shd be beyond wdt dressing erstueco. 3. When teed M the IMM.this pmduct complex with Section 1626 of the Rondo R Building Code and does not mquae an impact mshtont coveft. z 4, For 2x stud fronIng conshuclion,anchming of these unite shot be the some as g that crown for 2x buck mmorry conshuction. S. Site conditions thot deviate from the detods of this drawing mquke ftxlher k' engineering anotysis by a licensed engineer w registered crchRect. c � f TABiJ Of COlV1EN15 MAX MAN Goss SHEEit! DFSCtdrT10N FRAME CLO. RaEEIaCR TIi/! (F3F) –z 1 T ems, meSS m&general notes DIMENSION DIMENSION p; mm e.ie 6/15115 2 Hortwntat taoss secNarste.C'x 9&Jr 31'.65 x.3Ar ALUM Gs -50.0 .55.0 =K& N.T.S. 3 Vertical amseckm Ore r. JK s 4 Buck and arxhmrng OK n; LFS ; 5 o v—mfm . et compLUrents o RIM um: FL-1$449.4 o IML7--1-add o a w wmmr�rMMa'a'Y•{M Mltg It ru"ski" y gr W WdWA vm�Crd RICO m mg hig i h -x MMII MPM loll a e f _�� +•goo w • Hill INS � w as s a A p w re d « s s e w x $ C1 x I� b u w O R�*/S•i'Y�fL�MYLi1�Mit9P1�••O.71�•O�MR/1YSt 11Y�+rhYlw1�1g1•MyMMldl•.•Pr1A.W4 •11 9"Guo"WISSM Wd•{R cies M"To fINU Como imw ,oI u- miAtAl n 1 tfar wae+o • f 1 1dM�F�l • " A w • • • O r N fi � � N A • • i . S a i • fa}va "mile[ w a , 7 J A � & [H�at�rffrWaaprnat�eM�o•�Y•wNafa.ssww+fvae�w•f�•vwawiwu•w�rw.r••�w t Ru6MIN1rSa/�NYrr�►�I�M�VIM-tbir ha�l�antlV�il WNW DMM-Ot�tYgN4lSNpsltlVR�f/MF��qu f� N M A L 3 . � a WIML irwuc =Ma FT 8 -t ptT.► �s �`�J ICA" Or-MFj = Ing = Y 3 `�q«tiuiq�y 4r o � A16AIM omw� �or7 a A pbr rot stado.tlp M&M3 MLi IES„ � sv.�.� :;•.;.,,�- ���-.���•:.4 : Ir �m NA I 4 s i s r - ONSMIMINCHICINEZZ: R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O.So%230 Vairioo,FL 33593 Phone 813 659.9197 CFlorida Board of Professional Engineers Cenificote of Auilmriretiori No.9813 Report Ao.: H-45449.4 Date: October 12, 20J 7 Product Sub Category Manufacturer Product Name Category New8outh Window Solutions b000 Series Model 6260 Exterior Sliding Exterior 4901 Oak Fair Blvd Sliding Patio Door Doors Doom Assemblies (813) FL 33610 "Impact' 813 626.6000 Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System id#1998)for NewSouth Window Solutions,based on Rule Chapter No.61 G20.3,Method 1 D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein, Limnatlons. 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)including the"High Veto*Hurricane Zone"(HVHZ), 2. Product anchors shalt be as listed and spaced as shown on details.Anchor embedment to base material shall be'beyond wail dressing or stucco. 3.When used in the"HVHZ",this product complies with Section 1626 of the Florida Building Code and does not require and impact resistant Covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15449.4 require further engineering analysis by a lioensed engineer or registered architect. 6. See drawing FL-15449.4 for size and design pressure limitations. Supporting Documents: 1. jest fzeport No. fest Standard Testina Lab ra ory Signed by TEL 02031270 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. William'&.Shelton,P.E. 2:Dade County NOA Materials 16-1117.01 Butacite PVB Intarlayer(Kuraray) 3. growing No. Prepared by Started&Sealed by No.FL-15449.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4 CalculaBons Prepared by Sinned&Sealed by Anchoring RW Building Consultants,Inc,(CA#9613) Lyndon F.Schmidt,P.E ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. s�tit,netrtA�rAr� 6. Quality AssuMnce a$ ,""°•"•• 3' � �`°® ir,.•tti E tr S `n Pia Certificate of Participation Issued by National Accreditation and �., »° �, F o Management institute,certifying that NewSouth Window Solutions No 43409 is manufacturing products within a quality assurance program that e ; complies with ISOtIEC 17020 and Guide 53. 4 Ft 9 •�'m���+ Lyndon F.Schmid!,P.E. �� �`' • »•° �� FL PE No.43409 10/12/2017 Sheet 1 of 1 615/2018 Florida Building Code Online ^ P SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications FBC Staff SCIS Site Map Links Search dbor _ - `:; Product Approval USER:Public User ProductAporoval Menu>Product or Anolkation Search>Application Ust Search Criteria Refine Search Code Version 2017 FL# 16851.6 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FLA lyse Manufacturer Validated sy. Status L168 1- Revision NewSouth Window Solutions —� — Y ^� Ryan 3.King, Approved M FL*:FL16851.6 P.E. History Model:f.9450 Single Hung Window Impact Rated-HVHZ (613)767- Description:Extruded Vinyl"Impact"Single Hung Tilt Window with Flange 6555 (O/X-configuration) Category:Windows Subcategory:Single Hung 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission Ifnecessary. Contact Us::2601 Blair.Stone Road.Tallahassee FL 32399 Phone:850.487-1624 The State of Florida Is an AA/EEO employer.GMyllght 2007-2013 State of Fiorida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronlc mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 dick LqM. Product Approval Accepts: Credit Card RECEIVED Safe AUG 2 8 2018 ST. Lucie County, Permitting https://www.floridabuilding.org/pr/Pr_app_Ist.aspx 1/1 6/5/2018 Florida Building Code Online �>:.,•�;==a:+r4;gin•:. � -/�• t �j .v IdC ... — , irs } v [ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBc Staff BCIS Site Mop Links Search Florida i' Product Approval USER:Public User Product Apyrovai Menu>Product or Apoficatipn Search>egolication List>Application Detail FL# FL16851-R6 Application Type �--- Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. q, Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R6 CQI (c)Certificate of Indopendence,prif Referenced Standard and Year(of Standard) Standard year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsJMrww.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOLdCTtJwrCla/o2fiaHWx7bLvlwa/a3da/o3d 1/5 6/5/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/08/2018 Date Validated 02/08/2018 Date Pending FBC Approval 02/14/2018 Date Approved 04/10/2018 Summary of Products Go to Page Page 1/2 FL it - Model,Number or Name Description 16851.1 - a.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New Construction with Nall Fin(O/X-configuration) Limits of Use- --- - - - - ' --^- H Installation Instructions --'--- Approved for use in HVHZ:No FL16851 R6 lI (b)Inst 16851.1.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.1 for Design Pressure Ratings,any FL16851 R6 AE (b) Eval 16851.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.2 b.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window with _ Flange(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R6 II (1;)Inst 16851.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.2 for Design Pressure Ratings,any F06851 R6 AE (b)Eval 16851,2,12df additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.3 - C.9450 Single Hung Window - Extruded Vinyl"Impact"Single Hung Tilt Window New -- f—-_�- - Construction with Nall Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R6 11 (b)]n? 1�6851`3,ndf 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 16851.3 for Design Pressure Ratings,any FL16851 R6 AE (12)Eval 16851.3,pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.4 - d.9450 Single Hung Window - Extruded Vinyl"Impact"Single Hung Tilt Window with Flange- `— (O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R6 II (b) Inst 16851,4.pdf 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 16851.4 for Design Pressure Ratings,any FL16851 R5 AE (b) Eval 16851.4.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. _ 16851.5 e.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window New Rated-HVHZ Construction with Nall Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL36851 R6 11 (13)Inst 16851.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See INST 16851.5 for Design Pressure Ratings,any FL16851 R6 AE (b)Eval 16851.5.pdf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.6 f.9450 Single Hung Window Impact f Extruded Vinyl"Impact"Single Hung Tilt Window with Flange Rated-HVHZ (O/X-configuration) Llmits of Use Installation Instructions - --- https:/Avww.floridabuilding.org/pr/pr app_dtl.espx?param--wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOLdCTtJwrC1%2fiaHWx7bLvlw%3d%3d 2/5 6/5/2018 Florida Building Code Online Approved for use in HVHZ:Yes F1.16851 R6 11 (p)int 16851 6 pdf 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 16851.6 for Design Pressure Ratings,any FL16851 R6 AE (b),Eval 16851.6.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.7 g.4400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R6 it (¢) Mt 16851.7-pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.7 for Design Pressure Ratings,any FL16851 R6 AE ()a)Eval 16851.7.E-d-f additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.8 h.4400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Window with Flange 1 (01X-configuration) Limits of Use — Installation Instructions Approved for use In HVHZ:No FL16851 R6 Ii (d)= 16851.8-pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.8 for Design Pressure Ratings,any FL16851 R6 AE (d)Eval 16851.8.pdt additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.9 1.4450 Single Hung Window Extruded Vinyl"Impact"Single Hung Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R6 II (d)Inst 16851.9.pdf 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 16851.9 for Design Pressure Ratings,any FL16851 R6 AE (d)_Eval 16851.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16851.10 J.4450 Single Hung Window Extruded Vinyl"Impact"Single Hung Window with Flange(0/X — ---_ _ -configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R6 II (h Inst 16851.10.pdf 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 16851.10 for Design Pressure Ratings,any FL16851 R6 AE (d)Eval 16851.10.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16651.11 Rated O HVHZ Single Hung Window Impact Extruded Constructionlyl"Impact"Single with Nail Fin(O/X- New configuration) n) Limits of Use 111 Installation Instructions T—y — Approved for use in HVHZ:Yes FL15851 R6 11 (t) Inst 16851.11.pdf 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 16851.11 for Design Pressure Ratings,any FL16851 R6 AE (11)Eval 16851.11.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.12 I.4450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Window with Flange(O/X1 Rated-HVHZ -configuration) II 1 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16851 R6 11 (�) 1nst 16851.12&0f 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 16851.12 for Design Pressure Ratings,any FL16851 R6 AE (b)Eval 16851.12.pd additional use limitations, Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.13 m.4000 Twin Single Hung Window xtrdel M Extruded Vinyl"Non-Impact"Twin Integraulled Common Jamb Single Hung Window New Construction with Nall Fin(O/X I 0/X-configuration) htlps://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDUOLdCTtJwrC1%2fiaHWx7bLviw%3d%3d 315 6/5/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R6 11 Oa) Inst 16651.13.gd( Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.13 for Design Pressure Ratings,any FL16851 R6 AE (�)�val 16851.13.p�if additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.14 n.4000 Twin Single Hung Window Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Jamb Single Hung Window with Flange(O/X 10/X- configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLI6851 116 II (p)Inst 16851.14.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.14 for Design Pressure Ratings,any FL16851 R6 AE (b)Eval 16851.14.0 additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.15 o.4000 Triple Single Hung Window Extruded Vinyl"Non-Impact"Triple Integral Mulled Common— Jamb Single Hung Window New Construction with Nall Fin(0/X I O/X I 0/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R6 II (h)Inst 16851.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.15 for Design Pressure Ratings,any FL16851 R6 AE (b)Eval 16851.15.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.16 — p.4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Picture Window Jamb Single Hung/Picture Window New Construction with Nail Fin(O/X 10-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R6 11 (h)Inst 16851.16.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.16 for Design Pressure Ratings,any FL16651 R6 AE (h)Eval 16851.16.pof additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.17 q.4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Picture Window Jamb Single Hung/Picture Window with Flange(O/X 10- configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R6 II (h)Inst 16851.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.17 for Design Pressure Ratings,any X6851 R6 AE (p)>=val 16851.17.p� additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.18 — r.4800 SH/SH/SH-Triple Single Extruded Vinyl Integrally Mulled Triple Single Hung Windows Hung with Flange;(0/X I O/X I O/X configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL16851 R6 11 (p)Inst 16851.18.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.18 for Design Pressure Ratings,any FL16851 R6 AE (h)Eval 16851.18.ad additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.19 s.4900 SH/SH-Twin Single Hung Extruded Vinyl Integrally Mulled Twin Single Hung Windows l with Flange; (0/X I O/X configuration) J Limits of Use Installation Instructions Approved for use In HVHZ:No I FI-16551 R6 II f!)Inst 16851.19,adf Approved for use outside HVHZ:YesII Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.19 for Design Pressure Ratings,any FL16851 R6 AE (d)Eval 16851.19,Ddf Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app_dti.espx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOLdCTtJwrC1%2riaHWx7bLviw%3d%3d 4/E 6/5/2018 Florida Building Code Online additional use limitations,Installation Instructions and product f — particulars. 11 J 16851,20 t.4900 SH/SH/SH-Triple Single Extruded Vinyl Integrally Mulled Triple Single Hung Windows Hung with Flange; (0/X I O/X 10/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No F"6851 R6 11 (d) Inst 16851.20.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.20 for Design Pressure Ratings,any FL16851 R6 AE (d) Eval 16851,20,pliff additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Go to Page Pagel/20-0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.r&aycght 2007-2013 State of Florida.::Prtyacv Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the Ikensee.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 dick h=. Product Approval Accepts: MM 9D �Ctx: M Credit Card Safe https:/Av.vw.floridabuilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDUOLdCTtJwrC1%2fiaHWx7bLvlW%3d%3d 5/E Z ewSout.--HINh ss rne�x.ovaau wo+c,�wmtr+ W MAX OVERALI FRAME wlonl 'WL t �� Son WINDOW soLURoNs > �.� ..... ;3 . =��a 4901 Oak Fair Blvd.,Tampa,FL 33610 B N E zoo 9,6 W 9450 Single Hung Window � 0 � Sa IMPACT RATED - HVHZ w/Flange o� p GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition X I a (2D17)RoMa Building Code(FBCI.Including the"High Velocity Hunlcone Zone(HVHII. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. =W N 3. When used in the"HVHr.this product complies with Section 1626 of the Rmfda y 5 Buldmg Code and does not require an impact resistant covering. W o a o �2d n 4. For 2x stud framing construction,anchortrlg of these units shall be the same as a that shown for 2x buck masonry construction. ' 5. Site conditions that deviate from the details of this drawing require further o engineering analysis by a licensed engineer or registered architect. W 0 N N~ j TABLE OF CONfENTI MAIL OVERALL MAID OVERALL MALI MAX DESIGN tlMURE 10 DAY LIFE DAYME• CUSS — o SHEETS DESCRIPTfON FLANGE FUME DIMENSION DIIYIFNStON DIMENSION DIMENSION' IYJ� Z o I Typical elevations, &general notes DAM 2119114 i 2 Vertical&horizontal cross sections ss rx 71.0' SW x 76.0 R7.2s x 34.3r 493S x Kr G11G2 +55.0 .6S.0 suaz N.T.S. 0 3 Vertical&horizontal cross sections ono.On JK m 4 Buck&frame anc ax m: LFS g 5 Components SeD'X61e 37R x620 SD2s x2756 327lPx276' G1,G2 +65.0 -85.0 neo Ko d 6 B o mat and ghting details Note:This product,when used with G) ls not FL-16851. gia�ng, approved for use above 3fl feet In the'1iVHi". 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"QW3 0 2014 A.W.tu"m0 CaNSUt,►wn6 IMO. i R1pYrtsV�rSaRAYMnOO�7PlUJ`i11N8iM^fIvNL�mMstAppivdYVl•16iA9n��}1,rg1C'pwy�php,'1itl1¢Ol'fJ1ii•16t41bdr�5-I 22V 32r 2iT IV a 1.24 —UOjw MI .. 0 N--1.61• (-.--,.�� � (---,.» �-- p a o q am D o C� 21r aa+s� Q »>►amrrrri Mn ator� t7poG�rtZ;IIott 4 13 n illOst1 m 1udtOow S¢E F8C SM"HUNG M7PAI0lP Z 3 9 37 1a of Is y V I /� OEfi4tl 9 ON A49L71BLYi l QDIM�U17Ftr1rf.BIC. x 50+ ! t tF M 2'014 FBC LM �r �P.O. tray 270.yak ka!L 33M Plum Ibn 613.6NAM ReMONS POPE CA.ttn.M13 ■014 W.W.UYit34HO oWWLLrAWM INC. AGWftV4 vSMOWA*WPWAtAWM-FWWMPf A MU OrwYqM•30BtpMWftM S Adm%&2 ��a���mama�o•om�aaa.wru- r-n��C .A•n m GAo' . OmX_ Mum A 0 t ell u Q jai g Odobwl&9017 s ro sMfIMA At PARI OR ASS�ABLY AhNIM COPOMIAMM 09 L 4Ydrfe0. Fl.33603 FA�� 1 1 vec �s �. w1ERDUS •� Phono Mw n3.3RAMY m 'ARD q.Ai1NC WAILS P6}6 CA.No. 0{13 O sot 0 O.w.eunesq•mmm Tw*.wo. R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 CFlorida Board of Professional Engineers Certificate of Authorization No.9813 Rej)ort No.: FL-16851.6 October 017 Product Sub Category Manufacturer Product Name Category NowSouth Window Solutions 8450 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd Impact Rated-HVHZ Tampa,FL 33610 w/Flange 813 6266000, Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitat/ons: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ'.this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-16851.6 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16851.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by C9937.03-401-18 TAS 201,202,203-94 Architectural Testing,Inc. Shawn G.Collins,P.E. TEL 02031487 TAS 201,202,203-94 Testing.Evaluation Lab. William B.Shelton,P.E. TEL 02031566 TAS 201,202,203-94 Testing Evaluation Lob. William B.Shelton,P.E. TEL 02031722 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. 2. Miami Dade NOA Materials Testing 17-0712.05 Sallee PVB Interlayer(Eastman Chemical Co.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-16851.6 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) 1M®ito®'tsie®Lyndon F.Schmidt,P.E. �4 ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. , 5. Quality Assurance �'�e,�•�"�����®�A Certificate of Participation issued by National Accreditation and Management ,4% o`\,�C Pd Institute,certifying that NewSouth Window Solutions is manufacturingo Bio 43 09 products within a quality assurance program that complies with ISO/IEC ,. 17020 and Guide 53. o o`O ®�m STATE 0 '',,•• I'a �O;°n^� ®�0 �6� ... . �, Lyndo F PE No.43409 SBipgafl6t® 10/12/2017 Sheet 1 of 1 4 S 6/8/2018 Florida Building Code Online _ '—_'",.."" - I[flaw4iYiaiaiii+ii4�1Li '•.., BGS Home ` Lag In i user Registration i Hot Topics I Submit Surcharge ' Stats&Facts Publications ( FBC Staff SCIS Site Map ' links ="Search Florida 4Product Approval USER:Public User Product Approval Menu>Product or ADplication Search>Application Ust Search Criteria -rb t n,5 Ift coo`. Refine Search Code Version 2017 FL# 15210.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Aip plications FL# Type Manufacturer Validated ay. Status FL 51 210- Revision Plastpro Inc./Nanya Plastics Corp. Ryan 1.King, Approved M FL#:FL15210.4 P.E. History Model:Cl.Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O (813)767- Fiberglass Door 6555 Description:6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing (X-Configuration) Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road Tallahassee FL 32349 Phone:850-487-IO24 The State of Florida is an AA/EEO employer.Csggyrlght 2007-2013 State of Florida.::Privacy Statement::gccesEiblli y 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 BSO.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for otficial 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 dick here. Product Approval Accepts: s�v ® aZrc Credit Card RECEIVED Safe ®l �� AUG 2 8 2018 ST. Lucie County,Pern-littinci https:/Avww.floridabuilding.org/pr/pr app lst.aspx 1/1 y 618/2018 Florida Building Code Online �� } . . r _ SCIS Home Log In f User Registration i, Hot Topics { Submit Surcharge i Stats&Facts Publications i FBC Stall I SCIS Site Map f Links i Search 1 d.b a Product Approval USER:Public User pr . - Productproval Menu>Product or Aoolication Search>6palicatl2n List>Application Detail t FL# FL15210-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc.(Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emall 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan).King,P.E. d Validation Checklist-Hardcopy Received Certificate of Independence FL 15210 R6 COI (a)Certificate of Indepe do enee.poff Referenced Standard and Year(of Standard) Standard ear ASTM D1929 1996 ASTM D2843 1999 ASTM 0635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 httpsl/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZI QRCFPqu8gbCgpaL°/a2feMdBxBvDdrXKxpoHidA*/o3d%3d 618/2018 Florida Building Code Online G 155 2005 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS210 R6 E uIv a)E ulvalenc _ y.of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09120/2017 Date Approved 12/12/2017 Summary of Products FL Model,Number or Name Description 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact'Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLI5210 R6 II (jj)-Inst j52J--0.Lp& 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 15210.1 for Design Pressure Ratings,any FLIS210 R6 AE (!a)_L9115210-.1.p41F additional use limitations,Installation Instructions and product Created by Independent Third Party*Yes particulars. 15210.2 b,Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL15210_B6 II (jj)Inst 15210.2,pdf 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 FL15210 R6 AE ft Eval 5210.2.pd1 additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelltes-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLI5210 R6 11 (b)Inst I5210,3.pdf 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 15210.3 for Design Pressure Ratings,any FLIS210 R6 AE (¢) Eval 15210.3,pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.4 d,Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series 0 (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes &�6�(b)Inst 15210.4.p_dj 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 15210.4 for Design Pressure Ratings,any FL15-ZI0 R6 AE (P) Eval 1521.0.4.pdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210,5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Graip/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO-Configurations) Fiberglass Door I I https://www.floridebuilding.org/prlpr_fipp_dU,aspx?param--wGEVXQwtDqv3yWKJZl QRCFPquBgbCqpaL%2feMd8xBvDdrXKxpoHidA%3d%3d 618/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ:Yes ELLVJ2_R§_jUJ2)Inst 15210,5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon K Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FLI5210 R6 AE (b)Eval additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. J- 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact!'Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLI5210 R6 11 (11)Inst 15210.6.t)dt 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 15210.6 for Design Pressure Ratings,any FL15210 R6 8E-(b)Eval 15210,6.pd additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.7 g.Smooth/Wood Graln/White Wood WO"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes fL15210 R6 11 (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 Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval1.5210 7 p!ff additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R6 If (t)Inst 15210.8.pdf 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 FL15210 R6 AE (t)Eval 15210.8,p�Lf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.9 I.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 FL15210 R6 11 (b)Inst 15210.9,pdf 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 FLIS910 R6 AE (t)Eval 15210,9,p& additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.10 J.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 11 b)Inst 15210,10.pdf 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 15210.10 for Design Pressure Ratings,any FL15210 R6 AE (t)Eval 15210.10.Ddf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15210,11 k.Smooth/Wood Grain/White Wood 8'0"Impact!'Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLI5210 R6 11 b)Inst 15210.1i,p-df- 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 https.,/Iwww.floridabuilding.orgtpr/pr�_app_00.aspx?param--wGEVXQwtDqv3yVVKJZIQRCFPqu8gbCqpaL%2feMd8xBvDdrXKxpoH[dA%3d%3d 6/8/2018 Florida Building Code Online Other:See INST 15210.11 for Design Pressure Ratings,any I FLIS210 R6 AE (0) Evai 15210.11.pdf- additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars, 15210,12 L Smooth/Wood Grain/White Wood 8'0"Impact"Opaque 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 FL15210 R6 11 (U)Inst 15210.12.pdf 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 15210.12 for Design Pressure Ratings,any FL15210 R6 AE (b)Evai 15210.12.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.13 In.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 ii (j1)Inst 15210,13.pdf 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,any FLIS210 R6 AE (la)Eval 15210.13.Ddf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes 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 (J1)Inst 15210.14.D(if 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,any FLIS210 R6 AE (t)Eval 15210,14.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTT"an operational window Insert-Outswing(X- Fibergiass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 ti (¢)jnst 15210.i5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15_210 15pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, Oast: next 1Contact Us::2601 Blair Stone Road,jdjpfjassee Fl 32349 Phone;.850.487-1824 The State of Florida is an AA/EEO employer.awlight.2007-2013 State of Florida.::Priyacv Statement:;AccessURx Statement::Refund tat m nt Under Florida law,email addresses are public records,if you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity,Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one,The emails 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,FS., please dick here. Product Approval Accepts law` eCtx_ g`n Credit Card Sate i ' httpsJ/www.floHdabuilding.org/pr/pr app OU,aspx?param=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d s 'A plastpro 5200 W. CENTURY BLVD. - 1 LOS ANGELES, CA 90045MAX "'a,� ' .... ,„.• } Smooth/ Wood Grain/ White Wood Grain l`� I'ST WIDTH"� ”" "" 8� Rustic/Mahogany _ _M s m o� a Series O Fiberglass Door y m o.a T INSWING/OUTSWING nz "7MPACr' a GENERAL NOTES z p 1. This product has been evaluated and Is In compliance wlh the 6th Ecrftn(2017]Florida Building Cod*(FBC)structural requIrements Including the'Mgh Velocity Hurricane Zone'(HVHZ). O zg o 2. Product anchors shod be as listed anda i a ca spaced as stxnm on details.Anchor embedment to base m X material shad be beyond wad dressing or stucco. 03 = x 3. When used in 1he"HVHr this product compiles with Section 1626 of the Florida BuRdIng Code and does not requite on impact resistant covering. 4q & a 4. When used In areas outside of the'F11MZ'requSborn* requiring wind debrisprotection,this product t� compiles with FBC Sections 1609.1.2 S R3012-1.2 and does not requae an Impact resistant covering. O p y This product meets mis0o levet 9)'and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 b 83012.1.2.1. g CD 5 For 2x stud construction,anchoring of these units shot be the some as that shown for 2x buck masonry n o construction. ^o 0 nn e d. Site conditions that devote from the details of this drawing require further engineering analysis by a 0 itaensedengineerosregistered trchifect. k _ �o a 7, Ouisvingconfigurations meet water infirlfrationrequirements tar1fVM1".All other conftgurallorsdo .- not meet the water infiltration requirements for the 1WHr end must be Installed only In noun-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between o the P edge of canopy or overhang to sM is toss than 45 degrees. ££ ^^ E y TABLE OF CONIENIS N„a SHEET# DESCRIPTION SHEET# DESCRIMON "o 1 Typica Elevations,Design Pressures a General Notes B Horizontal S V Cross Sections Direct to Masonry MAX. DESIGN PRESS!/RE-(PSF). ry^z 0 2 DawPanelD*tah 9 ntbakdeta� CONFIGURATION FRAME' oac02 16 t2 :° 3 Lite frame data and glazing details 10 3-polnt lock de alk _ .D/MENSION;. POSfIIVE_ NEGATIVE, Scor; N.T.S. 9 4 Horizontal 6 Vortical Cross Sec ns 2X 8uc! 11 Buck me arch I 5 Hotlmntoi L Verficoi Cross Sections iX Buck 12 Cam entx X 37.5"x 1120" +75.0 -75.0 i 6 oraontoi d,VerficoI Cross Sectrom Daect to Masonry 13 8111 of materials LFS a 7 1 Vertical Cross Sectfons(Thresholds See sheets 2 3 4 for hardware and Gie frame design pressure limitations Fl.—t5210.4 0 b nor 1 or 13 n i � 4 i. •oNl Wn/L'M�MCO pM1011110'M'Y It Ilan O 114 w else sds, y e a r 3f,NS Q Lele'eeO'CLS-a1 wogd •-GWdd HIM t� rl •a3_ a[ `,,�111UIfllgllll SSY II00a 1atII81d elaYei'N3 .Td W OMdLSYid:JJt1a0�d set N + +1 +1 • :r,ice: �Xt �X# 9 'nE`! 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D to r �•! i a f i t i i Or4TVa PN y X 0 aA84 V ♦ � ! i 5$ 1 Lm 3iAE------ -i �t kg Mae; S1 EE tJJJglltl\LN\ Y y w 70 1TN tR 1 pyR CN ASS[AVX BULMO CCItSWAMM 6.G. o 7`il Sn 1 1 JK WW AND F WE ANGW;NC l�Y P.O.Dwt ;81 Mo "%CN 733616 + W Foe Aio r!.3.!14.!117 RlPCCJI No.9113 0 201a R.W.auu.oa®CcWWULYANM INC. kl'IC IEM111ftlIM•Fidill Ra►X1POp0YiY\A-16710 NYMZFtM�nI-IIIp�R Oflpr wgG�yG•OrwMgr}1niSlSD Q01tF/1�3lzfDl�4Orp.724 �•+�^-�}—�� '�. 1.79' YISN r w N tt aS F�-1.r^ Sr 11S no 9 77 � � N QbS �$ 0."r `ttt{tlttlliy�� r / li0.45/pi t3 R FAM DCCR �+'E. orj0..t3sdi f���Il f fi tttt littttt� bud m CONSULpim.INC. # vJ P.C.floc 2a%wvko.FL 375!3 k y ruCOMPONM vAom tia e/3 5f�iilf7 } ,CJ1.tla.9313 O Mal a A.W.emtatwa amral.TPNTII IW- v JI ik -awl MA~nx tin M"Ira MRA Lewoumto ro"SuNd SWPMV)v A 092M U 40A bCaOW O"Mng Aw MW425 cd C, =01 tM H-W i LC t- I u 40 z R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O.Box 230 Valrieo,FL 33595 Phone 813.65%9197 l• Florida Board orProfesslonalEngineersCertiheateofAuthorization No.9813 Pi-odiietEvahiation Repoi-t ! 2017 Product Sub Category Manufacturer Product Name Category Swinging Plastpro;Inc. Smooth i Wood Grain I White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA 90046 Series O Fiberglass Door Phone 440.969.9773 InswinglOutswin :"Impact!' Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial Interest in the company, manufacturing or distributing the product or in any other entity Involved In the approval process of the product named herein. Umltatfons: 1.This product has been evaluated and is In compliance with the 6th Edition(2017)Florida Building Code structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1.2& 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. S. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210A require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"'and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to silt is less than 45 degrees. S. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635.98,638-03,1929.96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84.05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07.209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Mounter 2. Miami-Dade NOA Materials 17-0712.05 Saftex PVB Intedayer(Eastman Chemical Company) 16-0314.11 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by Sinned&Sealed by No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) �%a�%%�,SCHNR11Lyndon F.Schmidt,P.E. 4. Calculations Prepared by `®4�, • - .,6;N°wk Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) „* ;%y� dpi Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. .� No 43409 5. Quality Assurance v :r ` �-0 STATE OF ���� S• OR i�.•''�' � Lyndon F.Schmidt,P.E. � t�`e`� 4,�`� FL PE o.430107 Sheet 1 of 1 6!7/2018 Florida Building Code Online tlnC?xuf ,c i_: j4"h,•^''': _-. ..,. - - §`"-�.:� B ilAUL6i1 i�Yllkilll .:• . SCIS Home F Log in I User Registration i Hot Topics I Submit Surcharge t Stats&Facts Publications I FBC Staff i SCIS Site Map I Links E Search db h M r . Product Approval USER:Public User `A_L_ Product Approval Menu>Product or Aoofication Search>Application List Search Criteria Refine Search Code Version 2017 FL* 17472.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# I.yILe Mapufacturer Validated By, Status FL17472- Revision Eastern Architectural Systems Keystone Approved R2 FL#:FL17472.2 Certifications,Inc. # Hist Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500 Description:HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T and X Configurations Category:Windows Subcategory:Mullions 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission It necessary, Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/Eeo employer.Qay&ht 2007-2 13 State of Florida.::Privacy Statement::Accessib8ity Sz[atemept;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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,ES., please dick here. Product Approval Accepts: P-M9 91 W57 EB E RECEIVED Credit Card Safe AUG 2 8 2098 ST. Lucie County, Permitting , httpsJ/www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1 6/7/2018 Florida Building Code Online [ iibYMiifsiifYleei31i1 _' BCIS Home Login } User Registration i Hot Topics I Submit Surcharge i Stats&Facts i Publications Fac Staff f acts site Map Links search ba "*,Product Approval USER:Public User or Product Approval Menu>Product or Aoplica ipn Search>epolication List>Application Detail • FL# FL17472-113 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Emall 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature lames Flesher jflesher@eastemmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQMDgtCUGgvjQiz6AvCa/a2bOtoUJ5°/a2fT7NaD9SzMxXWfpyvfrXvrA%3d%3d K` q 6/7/2018 Florida Building Cade Online Date Submitted 02/14/2018 Date Validated 04/04/2018 Date Pending FBC Approval Date Approved 04/11/2018 Summary of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-104CAR.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R3 I1 PA-0004 SS 2018-02-14.pdf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5504 SS 2018-02-14.pd Created by Independent Third Party:Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configuratlons Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-101CAR,PDF Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR,,PDF Impact Resistant:Yes FL17472 R3 C CAC EAS 622-103CAR PDF Design Pressure:N/A FL17472 R3 C CAC EAS 627-105CAR PDF Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS¢22-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07118/2021 Installation Instructions FL17472 R3 II PA-0003 SS 2018-02-14,pd Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PERS505 SS 2018-02-14.pd Created by Independent Third Party:Yes e��k rrezt o to ::2601 Blair Stone Read,Tallahassee FL 32399 Phone:B50-487-1824 The State of Florida is an AA/EEO employer.�fy,{1i y i ht 2007-2013 State of Florida.::Prf_van statement::Accessibility statement:;Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalts 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 4ss,F.S., please click hLM. Product Approval Accepts: ®El sn Credit Card Safe hapsliwww.floridabuilding.org/pr/pr_app_dtl.aspx4param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2f77NaD9SzMXXWfpyvfrXvrAa/o3d%3d c Document Tide: Doc No: FRM B1-02 Structural Performance Rev No: 7 page: 1 C' 1 KEYSTONE` Certification 1G`l'ipTIFICATIbNS,INC. Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 101.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and Is based on a standardized evaluation of the product conducted by an independent accredited laboratory In accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products,that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8"Light Alum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: r Test Report No: CTLA-3010W-4A/5A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :10:21 -05"00' Phone: 717-932-8500 Fax: 717-932-8501 W W VIXEYSTONECERTS.COM "'0 it Appendix 1 CAR Date:7/18/2018 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x3-1/8"Might Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"X 3-1/8"(LIGHT)-ONE-WAY MULLIONS SPAN"L' TRIBUTARY WIDTH'W'(IN.) (1N.) 18.00 24.00 30.00 36.00 42.00 48.00 M200.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 60 200.00 200.00 200.00 191.43 176.70 167.50 160.80 72 180.07 141.81 119.42 105.04 95.33 88.63 81.03 841 111.13 86.82 72.48 63.14 56.70 52.09 48.74 46.30 96 73.35 56.98, 47.27 40.91 36.46 33.24 30.83 29.01 108 50.93 1 39.39 32.53 28.01 24.84 1 22.51 20.75 1 19.39 DESIGN PRESSURE LIMITS FOR MULLION:1"X 3-1/8"(LIGHT)-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 134.00 48 1 200.00 200.00 200.00 167.50 1 143.57 125.63 111.67 100.50 60 200.00 200.00 160.80 134.00 114.86 100.50 89.33 80.40 72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27 84 99.22 74.42 5953 49.61 42.52 37.21 33.07 29.77 961 66.47 1 49.85 39.88 33.24 28.49 24.93 22.16 19.94 108 46.69 1 35.01 28.01 23.34 1 20.01 17.51 15.56 14.01 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Tice: Doc No: FRIVI BI-02 Structural Performance Rev No: 7 Page: 1 of 1 Y KEN C ICA ....19 Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 102.0 Issue Date: 1/1612015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may very based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products,that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The Information in this report can be verified at www.keystDnecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8"Heavy Alum Mullion HNrr/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config; No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PARAS 201/202/203 See Appendix I Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-301 0W-6A17A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Urneklin Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 ;14;33 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM r Nig, Appendix 1 YSTa► �� CAR No:622-102.0 '-•""�"''�"'"""�`"� Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavarla Road Fort Myers,FL 33913 Load Tables for the: 1"4-1/8"Heavy Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 3-1/8" HEAVY)-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 1 29.3 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS SPAN T TRIBUTARY WIDTH'W IN.) (IN:) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 96 83.0 62.3 49.8 41.5 35,6 31.1 28.1 27.7 24.9 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 1 19.4 17.5 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Umekiin Rd. New Cumberland,PA 17319 Phone:717.932.8500 www.keystonecerU.com Document Titte: Doc No: FRIVI BI.02 Structural Performance Rev No: 7 page: I op 1 ,FSTON Certification Authorization Report Required By: PRO 13I-03 CAR& Product ID Number: 622 - 103.0 Issue Date: 1/1612015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystDnecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Mo del: 1"x4"Aluminum Mullion H/V/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Rating's Qualifying Test Information: Test Report No: CTLA-3010W-8A19A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2Q 18.02.16 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :37:01 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM r Appendix 1 Y5T0 CAR No:622-103.0 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: INC Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 1 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200. . 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98. 88.5 82.5 81.7 76.7 96 140.1 106.3 .86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 60.1 50.8 44.3 39.S 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 1 200.0 200.0 1 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 1 198.5 170.1 1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9_ 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Umekiln Rd,Suite 1006 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Title: Doc No: FRIVI 81-02 Structural Performance Rev No: 7 page- 1 Of- I KF-YSTONP- :OcwrwlcA,"Oms, Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 105.0 Issue Date: 2/1112015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR)is issued by-Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the 'product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, Including installation, condition of the wallfroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 2"x4"Aluminum Mullion H/V/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers Fl- 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PAITAS 201/202/203 See Appendix I Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-301 OW-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :46:53 -05"00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM r Appendix A �� 1 CAR No:622-10s.0 �� ..,,�. •• Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tebta for the: 2"O!'Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) - (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.4 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200;0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 1 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 103.4 88.6 1 7.6 70.1 1 68.9 62.0 108 145.2 108.9 87.1 72.6 1 62.2 1 54.5 49.2 1 48.4 43.6 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com r 7 � Document Title: Doe Nw. FRM 81-02 i�7 Structural Performance Rev No: 7 page: 1 at 1 E" TON' Certification CciRTit'tCATlONlS,INC. Authorization Report Required By. PRO B1-03 CAR& Product ID Number: 622 - 106.0 Issue Date: 2/11/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and- the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystDnecerts.com. Licensee Information: Product information: Eastern Architectural Systems Model:2"x6"Aluminum Mullion H/V/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating:. AAMA 450-10& PAITAS 201/202/203 See Appendix 1 Load Tables and impact Ratings Qualifying Test Information: Test Report No:I CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 1008 New Cumberland, Pennsylvania 17070 11 :50:16 -Q5'40' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM 7 � Appendix CAR No:622-106.0 �_•.•• T�� p pE'r1 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x6"Aluminum Mullion,Noriz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS SPAN"L" TRIBUTARY WIDTH`W"(1N. (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 186.8 161.6 144.1 131.3 1 123.0 121.8 114.6 108 200.0 197.0 162.7 140.1 124.2 112.6 1 104.9 1 103.8 97.0 DESIGN PRESSURE LIMITS FOR MULLION:2"x 6" TWO-WAY MULLIONS SPAN T TRIBUTARY WIDTH"W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142A 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 1 197.0 157.6-1 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 1 175.1 140.1 1 116.7 1 100.1 1 87.6 79.1 77.8 70.0 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level R PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1001) New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: ��•---'W l'— 'W2'—1 }�`W1'+}'42'I 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) 1 14 ` ` FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. --""' 3, APPROVED IMPACT ATTACHED T SYSTEM-N NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. C ' - MULL INDIVIDUAL UNITS A7TACHEd TO MUWONS MUST BE IM ACT RATED. � FH SPAN'C' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEjMA50NRY AND 2X FRAMING ASAMAIN WIND FORCE ANCHORCUP RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE TYP FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, VERTICAL SPAN 5, 1%AND 2X BUCKS(MEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THEr VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD MULL G SPANS ANI' FOR THE PROJECT OF INSTALLATION. MULLION --T 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA PrP SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADS RER. 9/ I/ 0 7. MULLION&CUP MATERIAL'ALUMINUM 6005-TS&6063-T6(AS NOTED) R. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL �L0 w1 4. SEE SNEETS5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES, ANCHOR CLIP, ---AA 30. DISSIMILAR METALS INCLUDING FASTENERS THAT MAYCOME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP Nl,.4 _. SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION Q017)FLORIDA BUILDING CODE TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN MULL INSTRUCTIONS: SPAN*I! 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING, 2. CHOOSE AMULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. TABLE OF CONTENTS 3. DETERMINE WHETHERASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS: ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF N.- REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH GENERAL NOT£5,lNSTRUCTIONS,AND MATIONSMULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. s 'W1'- MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. ANCHOR QIP DETAILS 4. VERIFY TMUWONO IGN PRESSU E TS OR EXCEEDS REQUIRED DESIGPRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR 7YPE/SUBSTRATEJCUP COMBINATIONS WITHIN AN OPENIN6 ARE ALLOWED. 5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE ORMULLION ORFENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 1'X 3.1/8'(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 - 1-X3-1/8'(HEAW)MULLION DESIGN LOAD TABLES 8 1'X 4'MULLION DESIGN LOAD TABLES `Sl !AA REVISIONS (Jl1TLpfAltpr}ELIMALQr4TEY4 9 �� 7�S F AAAA �G w inN n+r r 2'%4'MULLION DESIGN LOAD TABLES `� �...... Eastern 10 - Z'X6'MUWON DESIGN LOAD TAOIFS n»r C+ gQ�L ^ ,,.,„„„ „o„„.. FT-r*%nm�K 11 MUWONASSEMBLY AND LOAD EXAMPLES M HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS GENERAL AND INSTAL 0 OT i�CJ T P”• GV MTE D""M n�ivn�oun AiA��L+•�•• '" 02 OS 13 TJH stmD>Kat>.as.>Nc Rea:I u�m W H*n V F.Hamra.P.E. CAi� t�� SM 2fd/JN 6TH EO.FOC UPDATES 1 A-0003 N.T.S. b� rer(LtxmluO.Z AUTNORPAFAIN N0.or nPINw510.0dS CoorrNmi �� � SIL me DNte:2010.0274 i6:50A9-0SDO' DM4A Imre tort ff." I Xw Nn xuT4 er 1 Of 11 2.000' 0.250" �{ 1.000- 2.000" }� 1.000" 1.000' 0.250" -+ 0.250- 6.000" 0.125" 0.125" 4.000" 4.000" 3.125` 3.125" 0375" 0.62S" 0.250" 0.250" 0.250' 1"X 3-1J8"(LIGHT) 1"X 3-2/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MUWON MULUON MULUON MULUON MULUON SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CUPS NOTE:SEE SHEET 3 FOR SPECIFIC CUP TYPES AND DIMENSIONS. �..• o ,f,, REYtStONS nowit-W l Earstern \`�'`�••••` •�� � �A:.n:'Si.�m:�ws u.r�..*•i 16NlOD4tIfYC�YL / p i 2�Id�4!00 V 7$_-:_ " HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION CROSS SECTIONS ��p'•• P.' 40- wrE wu+�er. xcruwer. cif cfi•'• .+ •�•e'xgrj� tt� 0 OS 13 TJH evnno+ac�rs.oc UST ttt, muwPA ' ,q Fer[atm�cwwr[or t pA-0003 N.T.S. i 4� �v�Moxrznta"no.issia ns Gs� sic ax car ata; rye aper.v urnaa�nw w esn er °"Te oesra�kw kv 2 OF 11 I I 4" I �4" —0 O 0 0 2.25" o 2.25" O . 2.25" /1 2.625' 3.375" a 2.25" 0 0 2.25" o 4"625' 5.375" 0.12 2.25" —7- 032.5" x* Q. 5" 2" I 1 a o 2"X 5" X 13/4'L-CLIP 2.25" -T 2"X 5"X 21/4" L-CLIP 0.12 2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM fi063-T6 ALUMINUM 6063-T6 T 2"X 4"X 5 3/8"L-CLIP 10.46" ALUMINUM 6063-T6 250 0.722"--1 2.25" O 2.25" O� � o —T 0.722----1 (.— 10.46' 2.25 1155 a 2.25" 0 02.25' " 2.25" 0 2.335 a 2.25" a 0 0 Q.1EE" U-T U-T _ O 2.25" 0 1.2s" 2,125" 2.125" 1 o.1sa~ 1015/32"X 21/4"H-CLIP 21 4'" U-CLIP 1.zs" ALUMINUM 606316 / 1 3/4 V CLIP �'"'' ALUMINUM 6005-TS ALUMINUM 6005 TS 1 10 15/32"X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25"- 2.25"—t—2.25-— 2.625" 51 I/ REMSIONS Eastern rnn+N+cWw�cnwusv.,sm�s —0 0 HVHZ CUPPED ALUMINUM TUBE MULLIONS 0.575" 1 ~* = = VERTICAL AND HORIZONTAL CONFIGURATIONS T = CUP pETAllS T- 8 1/4"X 3 3/$" H-CLIP i°<F• �'� �zw� 02 0513 T1H ALUMINUM 6063-T6 ///jy�,' •• ••••a ��ympA.0003 N.T.S. ��aD� �vnoeviw�.aisn "e 0�sr-dLi ue s aEv: rimCara mw °"'E °�""0N "� 3 OF 11 .x INSTALLATION ANCHORINSTALLATION ANCHOR INSTALLATION ANCHOR HORIZONTAL (SEE NOTES SHE 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS 6-10} EDGE DIST. 610} EMBEDMENT b-10) MULLION,TYP. CONCRETE OR a MASONRY BY OTHERS .A 4 ° - a MULLION CLIP ' CAULK BETWEEN < d d a I lJ4"MIN. 3/d"MIN. EXTERIOR P. CONCRETE/MASONRY&IX a'' d a .� EMBEDMENT EDGE DIST. o WOODBUCKBYOTHERS ----- — --- 'U'CUP TYP. a 'EXTERIOR INTERIOR 1 X WOOD BUCK CONCRETE OR ° BY OTHERS MASONRY BY OTHERS • I I CAULK BETWEEN ° VERTICAL MULLION CUP CONCRETE/MASONRY&ZX MULUON,TYP. i TYP. WOOD BUCK BY OTHERS Q. . I ( I I 2X WOOD BUCK °. ——_— -- — EXTERIOR I I INTERIOR BY OTHERS v INTERIOR TYP. HORIZONTAL SECTION MULUON T-MULUONINTERSECT DETAIL TYP. SIDE VIEW HORIZONTAL SECTION C VERTICAL SECTION SID&EXW RIZONTX 8 SIDE VIEW-HORRONTAL HEAD-CONCRETE/MASONRY SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS 610) HORIZONTAL MULLION,TYP. EXTERIOR ( INTERIOR ( IMULLION EXTERIOR INTERIOR I I TYP. NOTE MULLION CUP DETAILS SHOWN ARETYPICAL FOR ALL TYP. i I MULLION&CUP ASSEMBUES.SEE VERTICAL ( I SHEETS 10 FOR AL OWABLE MULLION MULLION,TYP. ( CONFIGURATIONS,SIZES,AND DESIGN nF4 ( I MUWONCLIP PRESSURES. I TMP ORIZONTAL SECTION a•, ,c' e 4 X-MULUOS DETAIL DE VIEW 'a a d. a a 1114"MIN. .d," EMBEDMENT iwcti.nrnweiaucnmsrneccrn+rtuvrcE. �u�narxPRECAST SILL .a Eastern BY OTHE INALLATION s rns ANCHORZ�.• f. ._.tl=._r"_"« '� +oenoo ( (SEE NOTES SHEETS – 7 •- nnc HVHZ CLIPPED ALUMINUM TUBE MULLIONS (( b-10) 21/2"MIN. * , ;* VERTICAL AND HORIZONTAL CONFIGURATIONS EDGE DISTANCE -4 - T T /0: INSTALLATION DETAILS A VERTICAL SECTION ••, c i 02/05/13 w� TJH N�m ao,� � a;�w 4 SILL-CONCRETE/MASONRY �+'j F ••" � °""m"°"'> sine p1 rasraarmuiaa SIDE VIEW-VERTICAL �� •• •i ' PA-DD03 N.T.S. A AUMMAPM I nna 30[+ii� 1x amara "a.. r' rapt mn.a.nw=W"M"M ev w*6 oearmm�w ncv 4 OF 11 VERTICAL MULLION U-CUP TO MULLION CONNECTION HORIZONTAL MULLION H-CUP SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-10 H-CUP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULL110IN AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1-x 31/8"MULLION AND H-CLIP.OTHER MULLIONS AND CUPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS REVISIONS E�9sterll �C��.• +,�.fir cAalpNNueru amrl.r « �.a �� IaL10bMtSNCAM. '1dSl�OL219p HVHZ CUPPED ALUMINUM TUBE MULLIONS T T VERTICAL AND HORIZONTAL CONFIGURATIONS i % ULLii4 AND CLIP ASSE B!Y D ILS fl P••'•akf wle aaAxxan rNcrNueun.: 'if��i�`r'• .......... wurnwN�513 �TJH aunos+coaors.+Nc 3W UP Y sn 3MPA 6003 N.T.S. F�f "PEQ"fr nor AVINp11gAtiONNO.295ia rest mlocor wnw�aiA+ Na xe�e ar a.re ulscw^Nd+ "1^' 5 OF Il DESIGN PRESSURE UMRS FOR Mt1UJON:I'x3.1/8"U -Otif-WAY MtRUONS MULLION MULLION-, SPAN"L' TRIBUTARYVA IM IN. IN. 18 24 30 36 42 48 53.125 54 60 24 2010 2310 2000 200.0 200.0 2080 200.0 200.0 2000 ' 36 200.0 2000 2000 210:0 2WA 2010 200.0 200.0' 210.0 0.125" 48 2000 2000 200.0 2000 200.0 200.0 200.0 2000 200.0 3.125" 60 200.0 200.0 181.0 15&0 143.3 134.3 229.8 -- 72 16L6 173.7 WLS 873 77.7 7L1 67.2 6&7 63.8 84 IOLO 769 617 $3.5 47.1 42.6 39.7 39.3 36.9 96 67.4 SLS 4LS 35.2 Sae 27.6 25'6 n2 23.5 ONE-WAY MULLION DIAGRAMS 108 47.2 35.7 289 24.0 21.3 19.0 17.S 17.2 15.9 0.375" DESIGN PRESSURE UN915 FOR MUUJON:P x 3-1/E'U -TWO WAY MUtS70N5 1"X 3-1/8" (LIGHT) MULLION •----� . SPAN TRIBUTARYWIUTHW IN. ALUMINUM 6005-TS MULLION IN. IS 24 30 36 42 48 5122 54 60 MULLION 24 2000 211.0 20.0 200.0 2000 200.0 2000 2000 200.0 36 200.0 2000 200.0 2000 191A 167-S 157.3 14&9 134.0 48 2000 20Do 7000 167.5 143.6 175.6 113.5 2SL7 100.5 60 200.0 2000 160.8 134.0 114.9 700S 908 89.3 80.4 72 257.6 IM2 945 7&8 67.5 59.1 53.4 515 47.3 TRIBUTARY WIDTH= W1+W2 84 99.2 74,4 59.5 49.6 425 37.2 33.6 33.1 29.8 2 96 66.5 49.9 39.9 33.2 2&S 249 22S 212 19.9 - �- 108 .46.7 35.0 2&0 1 23.3 70,0 17.5 15.8 15.6 1 14,0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. QUALIFIED ANCHOR CLIP S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS +CMU:1/4"TTW TAPCONS •CONCRETE*1/4"HW TAPCONS •METAL 1/4"SELF-DRILUNG SCREWS(GRADES) O ° 0 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. a •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2",HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2"X 5"X 21/4" L-CLIP MIN.4000 P5I. 21/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE,STEEL SHALL BE MIN. ALUMINUM 6005 TS ALUMINUM 6063-T6 18 GA.(0.045-THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. -MUST BE USED IN PAIRS U-CLIP FOR USE ONLY IN MULLION-TO-MUWON "AnwCONNECTIONS oi4nIONS Eastern amuNe."r o 0 0 �� I�F141,]tW NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 * * •n� HVHZ CUPPED ALUMINUM TUBE MULLIONS TI -AND DIMENSIONS. 0 , T r 2 VERTICAL AND HORIZONTAL CONFIGURATIONS 1"x 3 1/8"LIG MULLION 1015/32"X 21/4" H-CLIP :'o' t �. zw ���• � mr sy: ALUMINUM 6063-T6 r� S�S/�� '•"•�Cz�,���� g2"OS 13TJH ♦1 wAd PA-0003 N.T.S. 1 i!I •UOXa )*VArwxws" TL q, Joe FAST 0 SACT,R 3MM ffv WTE DCSC-IOM fav Sf+Ek'r: p£Y. ({ rerf rnrr a AUn+afmAvax xn xam 6 OF 11 MULLION DESIGN PRESSURE UMHS FOR MMON:1"x3418'HEA -ON£-WAY MMON5 SPAN'L' TRIBUTARY WIDTH W IN. MULLION IN. 1a 24 30 36 42 48 511 S4 60 24 2000 200.0 200.0 200.0 200.0 2D0.0 200.0 200.0 200.0 36 7000 200.0 200.0 200.0 NJ0.0 200.0 200.0 200.0 2000 , 48 2=0 200.0 2000. 200.0 2010 200.0 200.0 200A 200.0 0.125" 60 200.0 200.0 200.0 19L4 176.7 1675 162.2 16LG 159.4 72 200.0 154.5 126.8 109.2 971 8&9 84.0 83.3 79.7 3.125" 9a M112 96.1 7L4 66.6 5&9 53.2 49.6 49.1 29.1 96 842 63.9 SL8 4a.0 3&5 345 3L9 315 79.3 ONE-WAY MULLION DIAGRAMS , Loa sag 44.6 361 30S 26.6 23.7 2L8 2Ls 19.9 DESIGN PRESSURE UMTS FOR MUUIDN:1"x3318"HEA -TWO-WAYMULUONS p0.625" SPAN TRIBUTARYMUM IN. 111 X 3-1/8" (HEAVY) MULLION MULLION (IN.) 18 24 30 36 42 48 53125 54 60 MULLION 24 200.0t147.6 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-75 1 35 2000 200.0 200.0 19L4 167.5 35L3 14&9 136.0 48 200.0 2W.0 167.5 143.6 125.6 113.5 11L7 100.5 60 2000 160.8 134.0 114.9 1005 90.8 89.3 SOA 72 196.8 118.1 98.484.4 738 667 65.6 59.1 WI+W2 84 1240 744 62.0 S3.1 465 47.0 41.3 37.2 2 96 830 49.8 4LS 35.6 3L3 2L3 27.7 24.9 35.0 29.2 25A 2L9_T 19.8 19.4 27.5 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFtC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS: WOOno4 WOOD SCREWS CMU:://41SITWTAPCONS •CONCRETE:1/4"ITW TAPCONS •METAL 1/4"SELF-DRILLING SCREWS(GRADES) 6. INSTALLATION SUBSTRATES: 13/411 U-CLIP o o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1 WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-2/2".HOLLOW CMU SHALL I BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. ALUMINUM 6005-TS 0 0 o O •CONCRETE ANCHORS SHALLHAVE A MIN.EMBEDMENT OF 1.3/4"&EDGE DISTANCE OF 2-112".CONCRETE SHALL BE IU-CLIP FOR USE ONLY IN MIN.4000 PSI. MULLION-TO-MULLION 2"X 5"X 131/4" L-CLIP •METAL ANCHORS SHAD.HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. CONNECRCINS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-TS. ALUMINUM 6069-T6 d "MUST BE USED IN PAIRS p "n`I F. X77/,, RVAStON5 .ar•.� Eastil n w Gia* a6T .. F-- ,� 1ANIDOMIS LAV1. HVHZ CUPPED TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP '14 ~I *r VERTICAL AND HOLRI OINUM NTAL CONFIGURATIONS TYPES ANDOIMENSIONS. o 0 0 b . T T 31 8"HEAVY MULLION 1015/32"X 13/4" H-CLIP ''�,°RFs' 02105/13 TJH R ALUMINUM 606346 -/ 155, PA-0D3 N.T.S. i�! iMMIZA,ro•NO,rn,e 3° FL 3X"G°'DWA RAW. ��SSE er M,x DMO T,+ 7�, NEEATV: � 70F11 y MULLION DESIGN PRESSURE LIMITS FOR MUW ON:P x 4"-ONE-WAY MUW ONS 1'000" - MULLION -} SPAN 1' TRIBUTARY WIDTH W tN.} i IN. 18 24 3D 36 42 48 53.175 I 54 I 60 24 206.0 200.0 2700 2000 2100 2000 200.0 I 200.0 2000 36 200.0 2000 2010 200.0 2000 2000 2000 200.0 2000 0250• 48 200.0 200.0 2000 210.0 20(X0 2011.0 200.0 200.0 200.0 - 20.20 2=0 2100 200 206.0 2=0 2000 2010 270.0 72 2W.0 WILD 2100 IRLS 16L6 1479 139.7 1386 132.6 4.000' 84 2100 159.9 130.4 112-2 980 88.5 82.5 8L7 76? 96 1401106.3 86.3 73.2 64.1 $7.4 53.1 525 411,8 ONE-WAY MULLION DIAGRAM 108 981 742 W SOS 44.3 395 363 35.9 33.1 DESIGN PRESSURE UMTS FOR MUWON:1"x4`-TWO WAYMUWONS I SPAN'1' TRIBUTARYWIDTHW IN.) MULLION IN. 18 24 30 36 @ 48 53.125 54 60 0.250• MULLION 24 2000 2010 2W.0 2010 2000 2060 2000 2000 200.0 1"X 4" MULLION 36 2100 200.0 2000 2010 200.0 2000 2000 2000 1985 ALUMINUM 6005-TS 48 200.0 2000 2000 2700 2700 186.1 168.1 265A 1488 60 2000 200.0 2000 1'.48.5 170.1 148.8 134.5 132.3 119.1 7Z 210.0 2000 196.6 163.8 1404 1229 11LO 109.2 98.3 84 210.0 154.7 223.8 103.2 884 77.4 69.9 686 6L9 TRIBUTARY WIDTH Wi+W2 2 96 1382 103.7 87.9 69.1 59.2 SL8 4 461 4LS .. - 108 47.1 72'8485 68 4X5 36.4 32.9 32.4 29.1 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. z SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS, S. ANCHOR REQUIREMENTS: +WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS 6 METAL-1/4"SELF-DRILUNGSCREWS(GRADE 5) . INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=O.SS. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 o O 0 MIN.405D PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.10.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-TS. 0 0 0 0 O O O 0 `t5S 77i f EASMARC•"c•eoiwu•r�.eue 2"X 4" X 3 3/8u L-CLIP 81/4"X 3 3/8" H-CLIP ,�``we�'�S °F�% Eastern ALUMINUM6063-T6 y .w,.., ,.. 16Nloo.aslwc.vc "MUST BE USED IN PAIRS ALUMINUM6063-T6 r 2••�' �:C) A»q V»Y� rt.nranusu _ � r ILAdONIm s HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS OP'�':W� 1"x4"MULLION NOTE:SEE SHEET FOR SPECIFIC CLIP .P02/05/13 wte:oruwxTI xr; �_ 5�+/�,, 02 05 13 TJH TYPES AND DIMENSIONS. fr�i�AMRaUFt ' M 3 PA 0003 N.T.S. Twrcka cnttxT lw nn rV W m sm slrFxr: +mx !; milr�ar ,mail w 7m„ 8 OF 11 +0 ' I f i DESIGN PRESSURE UhM FOR MUWON:P M 4"-ONE-WAY MUW ONS MULLION SPAN T.' Tit18UFARY WIDTH W IN. 2.000" IN.I IS 24 30 36 42 48 53.125J5460 MULLION24 200.0 200.0 2000 2(10.0 2000 200.0 200.0 2000 36 2000 200.0 200.0 2000 200.0 200.0 200.0 200048 2'0!1.0 ZOp,O 2000 200.0 2000 200.0 2010 200.060 2000 200.0 200.0 2000 200.0 201.0 200.0 200.0 0.250"72 2000 2000 200.0 200.0 2000 197.0 788.0 180.1 84 2tA.0 200.0 795.1 366.6 1666 1323 123.5 1148 Q000"96 2000 15%0 229.1 1095 9S9 85.9 79.5 73,0 106 146.7 111.7 89.9 7$0 662 S9.1 54.4 153.7 F49.51 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MULLION:2'x 4'-TWO-WAY MUW ONS SPAN'V TR18UTAAY WIDTH W IN. MULLION IN, 18 24 30 1 36 42 1 48 53.125 54 60 MULUON 24 20D.0 200.0 200.0 2000 20D.0 200.0 2000 2=0 2010 0.250' 36 2010 200.0 200.0 200.0 2010 200.0 2010 200.0 210.0 2" X 4"MULLION ae 200.0 200.0 =0 2000 2010 197.0 178.0 175.1 157.6 60 2010 2000 200.0 200.0 180.1 157.6 1424 1401 1261 ALUMINUM 6005-TS 72 200.0 200.0 200.0 175.1 1501 1313 11&7 116.7 IML! Elj 84 2000 2000 1801 1501 128.7 1126 10L7 1011 901 96 2010 155.1 124.1 1014 88.6 77.6 701 68.9 620 TRIBUTARY WIDTH= WS+W2 { 108 145.2 7019 87-1 72_5 62.2 545 49.2 48A 43.6 2 1--- -) TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULUON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:014 WOOD SCREWS .CMU:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS •METAL 1/4"SELF-DRILUNG SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=055. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-112".HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE _ MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN, 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS. 0 0 0 0 2"X 4"X 3 3/8"L-CLIPE"T W-mcrU-SenL9 �Is F. gffrq�� P"SIONS `Eastern �s,AWSMOFFn, i ALUMINUM 6063-T6 **MUST BE USED IN PAIRS !. an.w+anu HVHZ CUPPED ALUMINUM TUBE MULLIONS I NOTE SEE SHEET 3 FOR SPECIFIC CUP O: VERTICAL AND HORIZONTAL CONFIGURATIONS 2"x 4"MULLION TYPES AND DIMENSIONS. L ('t'•k/� wte pu ww•r ncv m, ��'�' •, ,+ ��"�� 02/05113 TJH aunnw4c•on,ac �i��S �yg,,'•�''t1���� wunuo•c wes: mr I MMO,■srranos 4 �wi+ PA-OOD3 N.T.S. a, nn,roeix4,«n rro. e a°menu s er wre txsomnv+ �v ' •nr I rec . umcwr.nw•n mn 9 OF 11 I f ,t DESIGN PRESSURE UM7T5 FOR MUUION:2'x 6"-ONE-WAY MULLIONS QNS MULLION SPAN't' 7RIBUTARYWiDTHW IN. MULLION IN. 19 24 30 35 42 48 53125 54 60 24 200.0 200.0 2000 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 2000 200.0 2000 200.0 2000 200.0 2000 200.0 0.250" 48 2000 2000 200.0 200.0 210.0 2000 200.0 2000 200.0 60 2000 2000 200.0 20D.0 2000 2000 2000 2000 200.0 -��- 72 20.0 270.0 2000 200.0 2010 197.0 188.0 186.8 180.1 84 2000 2000 200.0 1910 1715 157.6 14&7 147.5 140.1 % 2000 2000 SB&S 1616 144.1 1313 123.0 1218 114.6 ONE-WAY MULLION DIAGRAMS 108 2000 1940 1627 1401 124.2 1126 104.9 1 103.8 1 97.0 6.00" r-_. DESIGN PRESSUREUMITS FQR MULLION:Yz6'-iWO-MIAY MUIllQNS _T MULLION SPAN V TRIBUTARY WIDTH W IN. MULLION Rd. 1B 24 30 36 42 48 53.125 S4 6o 24 200.0 2000 200.0 2000 2100 200.0 2000 2=0 2000 36 200.0 2000 200.0 200.0 200.0 200.0 2000 2000 2740 48 2000 2000 2040 200.0 20010 197.0 178.0 175.1 157.6 60 200.0 200.0 2000 200.0 =1 157.6 1474 1401 126.1 72 2000 200 00 0 20 1751 3501 1313 118.7 116.7 105.1 "250 84 2000 20.10 180.1 1501 12&7 1126 20L7 100.1 90.1 0.250" 0 2010 197.0 157.6 131.3 112.6 9&S 89.0 87.6 7&8 2"X 6"MULLION i-- le 2W.0 1751 1401 116.7 lao.l 87.6 79.1 77.8 70.0 ALUMINUM 6005-T5 Two-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wi-W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, QUALIFIED ANCHOR CLIP 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS +CMU:1/4"ITW TAPCONS 0 0 a o -CONCRETE:1/4"ITWTAPCONS -METAL-1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: fh -WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. ( -HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-114"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM t WEIGHT CONFORMING TO ASTM C90. -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-112".CONCRETE SHALL BE MIN.4000 PSI. -METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.10.045" 4 THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-T5. f o o a o i 2"X 4"X 5 3/8" L-CLIP %%" F. , � RE8ION8 -11MON01S EaSterlu ' E a " ALUMINUM 6063-T6 'MUST BE USED IN PAIRS nu HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP v VERTICAL AND HORIZONTAL CONFIGURATIONS TYPES AND DIMENSIONS. ��C70 ' n+m vine." 6"MUpO N f ....... •• 02 05 13 T1H ••rG �` vuwvu-n wac avittm a ^c' S PA-0003 N.T.S. i�; •un+o-vtwzzo.s9sra ' sro rw VWA ale ren[cm o wnzzerenaz aum ey o-w osarnvron 1-1"10 OF ii ' i I r : i EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL SPAN'L' MULL MULL 'tN2' � � SPAN'L' j SPAN'C W l' 'VJ1' MULL SPAN'L' `W2' W2' HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY i VERTICAL MULLION HORIZONTAL MULLION wr 'W2' MULL MULL SPAN'L' SPAN'L` MULL SPAN'L' r W2' 'W2' VERTICAL MULLION HINGED DOOR W/SIDEUTE HORIZONTAL MULLION HORIZONTAL MULLION d� a��+�r wry I NOTES: .sem`,`¢oS F. F,'��i REYIStONS �>ri EaStern ,�I nanfw+wan s.sme 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURAIIQNS NOT j�; /(1t '��j% rl�,=^•. ........ er Sk nsHm°°nm n. SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 7 I S_ •. nT nor x+ro 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY * *t NVHZ CLIPPED ALUMINUM TUBE MULLIONS CONFIGURATION VALUES. VERTICAL AND HORIZONTAL CONFIGURATIONS I '. T � 3. FENESTRATION PRODUCTS SHALL BEANCHORED ASAPPROVED, �O `., ( A.:�4� z MULLION ASSEMBLY AND LOAD EXAMPLES � w»;dNwNor: rrsv.xcuar. 02/05/13 2/vnsvue euedMGow'4 e c 02 OS 13 T1N PA-0003 N.T.S.t—It �; �vwa noxra ms» [ gee rw3T� e+f.aleerr, ac 1 FM cr�r or wr mane °` n`» °E8p1'1°" �`' 11 OF 11 BUILDING D RO P5 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Dropl Dania Beach,FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 Report No. 5505 6th Edition (2017) Florida Building Code Method: 1—A(Certification) Category: Windows Sub—Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-TS&6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 ,J%11111111111 O1 ir Prepared by: `'� ;.•• ; , .p Hermes F. Norero, P.E. 7 .0 Florida Professional Engineer#73778 Date:02/06/18 Contents: +e`�<O +.+N+••.+ �� `ice Evaluation Report Pages 1-4 �iS`9f0NA1-�� Digitally signed by Hermes F.Norero,P.E. Hermes f!WM 01 P.E, Reason:I am approving this document Florida No.73778 Date:2018.02.1415:47:48-05'00' | -- ' -- -- - BUILDING ��0�����N� ����mU�����`��� ������0~�� FL#: FL17472 ~ � Date'' 02/06/18 A Perfect Solution imEvery Dnmpl Report No: 5505 Certificate ofAuthorization:a9578 Manufacturer: Eastern Architectural Systems Product Category: UV|ndomm Product Sub-Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZClipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E.(FL#73778)for Eastern Architectural Systems based mn Method la of the State ofFlorida Product Approval,Florida Department ofBusiness and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing urdistributing the product or|nany other entity involved inthe approval process nf the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition(2017)Florida Building Code. See Installation Instructions PA-0003,signed and sealed 6yHermes F'Nonero,p.E,(FL#73778)for specific use parameters. Limits mfUse: 1. This product has been evaluated and isincompliance with the WhEdition(2D17)Florida Building Code,inckdin the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment Into substrate material shall hebeyond wall dressing orstucco, 3. When used in areas requiring wind borne debris protection this product complies with Chapter 1Gpfthe WmEdition(2017)Florida Building Code and does not require an impact resistant covering.Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details ofdrawing PA'0003require further engineering analysis byalicensed engineer orregistered architect. S. All configurations shown in installation instructions PA-0003 have been qualified as required bySection 17D9.8ofthe 6`^Edition(2U17)Florida Building Code. 6. See installation Instructions PA-0003 for size and design pressure limitations. Hermes F.Nomeno,P.E. Florida No.73778 Page 2oy4 /C/ BUILDING DROPS FL#: FL17472 A A Perfect Solution in Every Dropl Date: 02/06/18 Report No: 5505 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications,Inc.(FBC Organization M CER1523). Referenced Code Sections: 1. 1709.8 of the 61 Edition(2017)FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 301OW-4 Report Date:07/18/14 Report#:CTLA 3010W-4A Report Date:07/18/14 Report iff:CTLA 301OW-5 Report Date:07/18/14 Report M CTLA3010W-5A Report Date:07/18/14 Report#:CTLA 3014W-6 Report Date:07/18/14 Report#:CTLA 3010W-6A Report Date:07/18/14 Report#:CTLA 301OW-7 Report Date-07/18/14 Report M CTLA 3010W-7A Report Date:07/18/14 Report#:CTLA 301OW-8 Report Date:07/18/14 Report M CTLA 3010W-8A Report Date:07/18/14 Report#:CTLA 301OW-9 Report Date:07/18/14 Report M CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by:Ramesh Patel,PE 20224 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#:CER1523) Hermes F.Norero, P.E. Florida No.73778 Page 3 of 4 /QBUILDING DROPS FL#: FL17472 A\ A Perfect Solution in Every Drop! Date: 02/06/18Report No: 5505 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(IX),non-structural,wood bucking is employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions(PA-0003)for anchor locations,design'load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4