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REV-16-2731 RECEIVED Miami Shores Village OCT 112015 Building Department ,EZnd Avenue Miami Shores Florida 33138 Tel13 (305 795 2204'Fax:(305)756-8972 49 FBC 20 BUILDING as er rmit No. 11)S---7 o - 19 73 PERMIT APPLICATION Sub Permit No.p�F-V I�0- ?9- 3 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP __ CONTRACTOR D*WINGS JOB ADDRESS: -"R NII LA:) I O City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):�� 12 I Phone#: �5��Jr8 C' Z aCo Address: 2_0 NL) 0l S12 ifT_ city: M I B J l I S c� � State: 'L Zip: Tenant/Lessee Name: 7 Phone#: Email: r_06-_ 't•Cl . d-oSe_,ci�G n0a I ! cnyn CONTRACTOR:Company Name: OPhone#: -5O -7 S CI Address: 2.9 tj LL) IQ(Q - City: ")etm , Sig coo S State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ `' ` Square/Linear Footage of Work: Type of Work: ❑ /A1ddiition ❑ Alteration ID New ❑ Repair/Replace F-1Demolition Descr+ptiop-=o-f Werk: ,DAal,,rA N 1�_ Oc-1hr-C 0 CrW24 Q, S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and cons ruction lien law brochure will he delivewAi=tutl7o perso whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0/� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —day of 0(- 1 20-' f—J by day of 20 by who is p rso a y <n to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: \ppiI IIIII // Sign: mow•• ��F ��i Sign: v Print: Print: Seal: - Y ®•® "'�*= Seal: AFF 954760 ;p` �9°°•e� Bondedt� °:••OQ Aii9` e vFtftcUm�;n�ct�'�� APPROVED BY Plans Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5�!Os Miami Shores Village a Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Masi✓ S{� . DATE: (J` !� ADDRESS:Do hereby hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial /�� 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. InitialT��2�, S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required bylaw and by unty unicipal ordinance. Initial 7. 1 understand that It is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. //"° Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial______ /�% 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulation>6w Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the pr osed co struction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of theinf�ion that'I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this I � day of Oe,7 , 20 ! By whos personally'know to me or who has ��iluulryui� `� oll,,lS 0 �ii�� Produced there License or V_ as identifi A01W osci�ss� ?'�? OWNER NOTARY �!otssrt� ® C MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE 1 COMPARISON CHART Permit No. Address, la-3 U OA " Opening Window,Door Product Approval Opening Design Rough Opening Shutter sR Required Mullion Required ImYespact ID in Mullion Product Acceptance# Design pressure Pressure Size r� f - oi�;d to w,ur co .-®S A. ! 1/ 4'?0.� -�• -�3ra,� ® �o. 3 qx So � , 1n�4 0� -IOS1 , l� ' 43M9 9 WG •••••• • • 00 0 000 ` ,, Nym ,S - Florida.Building Code Online Pagel of 3 I, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Florida Product Approval » USER:Public User tri-ac.erf.. Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL14803-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer DLP INDUSTRIES,INC. Address/Phone/Email 2125 SW 60 WAY HOLLYWOOD,FL 33023 (800)243-7373 DLPIN DUSTRIES@AOL.COM Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Brian Phipps Address/Phone/Email 2125 SW 60 Way HOLLYWOOD,FL 33023 (800)243-7373 NDUSTRIES@AOL.COM Quality Assurance Representati e Address/Phone/Email REvIS ION Category oors Subcategory Swinging Exterior 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. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL14803 R3 COI CERTIFICATE OF INDEPENDENCE.odf •• ••• • • • • • •• Referenced Standard and Year(of Standard) • • • • • • • • • Year • • • • A"M€1886• • ••• • 2005 ••• ASiM EA6•• --0 2006 ASTM E1996 2009 ASTM E330 2002 ••• 0 ASTM lt:Jft •:• ••• -:0 2000 0.: TA%20 4 202,':203• : : : 1994 • •• •• •• • • •• Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW33%2... 10/5/2016 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/16/2015 Date Validated 09/17/2015 Date Pending FBC Approval 09/22/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 14803.1 a.WINDSERT WINDSERTTm an operational window insert utilizing a 6'8 Plastrpo"Non-Impact"Outswing Single Door-available configurations(X) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14803 R3 II Inst 14803.1.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 14803.1 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.1.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14803.2 b.WINDSERT WINDSERTTm an operational window insert utilizing a 6'8 Plastrpo"Non-Impact"Outswing Single Door with Sidelites- available configurations(XO or OX and OXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14803 R3 II Inst 14803.2.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 14803.2 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.2.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14803.3 c.WINDSERT WINDSERTT"'an operational window insert utilizing a 6'8 Plastrpo"Non-Impact"Outswing Double Door with or without Sidelites-available configurations(XX or OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14803 R3 II Inst 14803.3.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 14803.3 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14803.4 d.WINDSERT WINDSERTTI an operational window insert utilizing a 6'8 Plastrpo"Impact"Outswing Single Door-available configurations(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14803 R3 II Inst 14803.4.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 14803.4 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. oo Go• • • • • • •• 14803.5 e.WINDSERT ; ; •• i�IDb`EI�TT;aryoperational window insert utilizing a 6'8 • •• • I-Atrpo 111intactsOutswing Single Door with Sidelites- .•• ••i •. 41 le�oryfigiowlions(XO or OX and OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14803 R3 II Inst 14803.5.odf Approved for use outside HVHZ:Yes • ••• •••Veriftd By: Lyndm"Schmidt,P.E.43409 Impact Resistant:Yes0 6 0 Created by tn4penoent Third Party:Yes Design Pressure:N/A •• • • • Evaluation Re its Other:See INST 14803.5 for Design Presi:yrg RaiZts,any; EUI&3 R3� E\11 14803.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14803.6 f.WINDSERT •i• i i i i •i• i i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHl FzfePouW33%2... 10/5/2016 Florida Building Code Online Page 3 of 3 WINDSERT*""an operational window insert utilizing a 6'8 Plastrpo"Impact"Outswing Double Door with or without Sidelites-available configurations(XX or OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14803 R3 II Inst 14803.6.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14803.6 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.6.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars, 14803.7 g.WINDSERT WINDSERT*'"an operational window insert utilizing a 6'8 Plastrpo"Impact"Outswing Single Door-available configurations(X) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14803 R3 II Inst 14803.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14803.7 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.7.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14803.8 h.WINDSERT WINDSERT*"an operational window insert utilizing a 6'8 Plastrpo"Impact"Outswing Single Door with Sidelites- available configurations(XO or OX and OXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14803 R3 II Inst 14803.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14803.8 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.8.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14803.9 i.WINDSERT WINDSERT*""an operational window insert utilizing a 6'8 Plastrpo"Impact'Outswing Double Door with or without Sidelites-available configurations(XX or OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:No FL14803 R3 II Inst 14803.9.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14803.9 for Design Pressure Ratings,any FL14803 R3 AE EVAL 14803.9.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The 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 click her . Product Approval Accepts: ® f:- Credit Card pp . . ... e:e ..• . ... .... . .. . . . . .. . . . .. V V . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW33%2... 10/5/2016 R W. R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.859.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Prodtict.E),altit-itioii .Rcli)oi,t Report Nlo.: 1,144803.4 Date: 2015 Product Sub Category Manufacturer Product Name Category Swinging DLP Industries WINDSERTTN Exterior Exterior Door 2125 SW 60 Way Operational Window Insert Doors Assemblies Hollywood,FL 33023 utllbdng a Fiberglass Door Panel 800.243.7373 Outswin -"Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt, P.E.(System ID#1998)for DLP Industries,based on Rule Chapter No.61620-3,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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements 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 wail 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. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Section 1609.1.2.2. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14803.4 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-14803.4 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Sinned by TEL 01940371 TAS 201,202,203-94 Testing Evaluation Lab., Inc. Lyndon F.Schmidt,P.E. TEL 01960372 ASTM E330-02 Testing Evaluation Lab., Inc. Lyndon F.Schmidt, P.E. ASTM E1886/E1996-02 2. Miami-Dade NOA Materials testing 14-0423.17 Saflex PVB Interlayer(Eastman Chemical Co.) 3. Drawing No. Prepared by Signed&Sealed by No. FL-14803.4 RW Building Consultants, Inc. rtiC�/a#46b): : •�• S� � Lyndon F.Schmidt,P.E. • •• • • lf�"u g oe 4. Calculations Prepared by �, Pwj Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) �� °��, .i, ; 0� �� Lyndon F.Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt, P.E. G. t Q q 9"a 5. Quality Assurance • • `°s` • �_` Certificate of Participation issued by National Accreditation told .. Management Institute,certifying that DLP Industries is mAtfactdring �, ,- "1 r Z� products within a quality assurance program that complies with ISO/IEC ,fl: TAT�= �,1F 17020 and Guide 63. ... :' � ,. �`�. Lyndon F.Schmidt,P.E. • • • G"- '` FL PE No.43409 . . • • • 7/2/2015 •. 0 . teetl of 1.0 0 ..•e$�s� � DLP INDUSTRIES,INC. 37.5'MM.OVERALI ' FRAME MDTH ''i g ...• .�` >>° 2125 SW 60 WAY ''`'��r�pr• nit��`��` o d m zd HOLLYWOOD, FL 33023 Z U m WINDSERTTm 9oLwa a mda� Operational Window insert � Utilizing z A Fiberglass Door Panel OUTSWING i �< •• "IMPACT" _ ® w s� w GENERAL NSTEB •• w • • ••• • •• �a E : • product has been ovalumted ai is in usmpdance with the 5th Edition(2014)Florida Building Code p ••••"C)strucUl"&"incjuding the•Hlgh Velocity Hurricaine Zone°(HVHZ). c N 2! Product anchotsShait bs sa liste~9pRdtld as shown on datsits.Anchor embedment to bay g ♦ W4eflai Shell be beyor8t Wali dress"orgtr�Co. o a a s •3 :*Ren used in Ore"HVFlr this prW&&Piss with Section 1626 of the Florida Buiicdng Code and N ••♦dam&not require an••im•Pad restsV o" . 4-•*Z,used In areas outside of the♦HVHZO'requiring wind borne debris protection this product c ompfcas z • writ Section 1609.12 of the FSC•a} cM?d require an impact resistant covering.This product meets o S ••••Weelle level"DV ardlndudes Wed *n@4 as defined In ASTM E 1896 and FBC Sedan 1608.1.2.2. z 00 0 4. For 2x stud Lfmn�ir�nNnge�nstrudton,*enckarf' these units shad be the same as that shown for 2x Luck o W N •♦.•A&nry 0Drfi i"jry • • tr $ 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a N a licensed engineer o registered architect. 0 7. This product meets water Mitradon requirements far'HVHZ°. t2 i o t^N Q Q TABLE OF CONTENTS SHE@i1t DE8CRf oN n H^z l0a 2 TyptDoor al ppanaldela elevation.design pressures,&genera!notes MAX DESIGN PRESSURE(PSF) oars: 8 29/1 t i ft MAX.FRAME D.LO. ° 3 frame detaft and gla�ng details DIMENSION scams: N.T.S. 4 HoriaoMal am sections DIMENSION POSITIVE NEGATIVE DWO.sr: JK m' 6 Vertical cross section s Dawe 6 Suck amt frame anchoring 37.5'x 81.13" 20"x 24.13" +60.0 -655.0 CA-nDA.= LFS 7 Bill of materials and components 4 � FL—14803.4 NOTE:See Sheet 2 for Hardware Design Pressure Limitations s,cEr_L OF 7 CL 0.7° EXTERIOR 2'8° !/�i��i TOPRAJL A, ox A 4 e �.• SEE NOTE 1 25 77 �' ''•. .....• \\ N oma (PVC) `�tttltl'il0%. o v)C..z CAP ( ` U N CAP(PVC) LATCH STILE(LVL) HINGE STILE(LVL) m z Em 9 ® 25 INMIOR 725 r�, a g o o L a SEE NOTE 2 SEE NOTE 2 a "a moa 3 CZ 1 HORIZONTAL CROSS SECTION 2 SASH LOCK D 35.75`MAX PANEL WIDTH w cl u a rn r •-� • •• 12 oa m z • • G1 W a i••••s •••• 2 • •• • INTERIOR EXTERIOR o a • e •e•••e ..-- i u o 4 sees•• • • � o o • • o it i • • • i a a • t +� sees•• Pso so* • y 4 *sets • • • • • 1 N ee•e�e• •O • 1 2 •e •e• t • • O • • (• e 1 12 a� .••of 1 oo ••• • 2 _s• HARDWAREXULF o z a w o •• •e !�� — MURER ANUFACTA40D1 f MAX.©EVGN 60 a `" • f ••• • •• •i SB HARDWARE e KNOB: KVIIKSET SERIES • X AKWIKSEf OLT DEADB . KWIKSETSERIES("0) +$0/-5$PSF Q YALE LEVER: YU COLLECTION `a° i +501-55 PSF j5 DEADBOLT: NEW TRADMONS(Iw SERIES) SEE NOTE 1 SEE HARDWARE FIBERGLASS SKIN ^' ^ a r TABLE +501-55 PSF KNOB: F•SERIES (0.125 MIN.THK.) DBOLT: NO/62 SCHLAGE DEA �— FOAM CORE a YALE KNOB: YH COLLECTION +�/. PSF (POLYURETHANE- .e' N^Z v DLP LITE FRAME DEAD80LT: YH 83 a D ERT) 18 PCF MIN.} x 8129111 o g (WINDS ERT) N.T.S. 1.SMS Sessw spacing at head and sNl: BOTTOM RAIL —1 MG,BY: JK m DOOR PANR 5°from each end&one at cw tedhw(3 total). (COMP.) cHK.BY. LFS 3 4Q P�lam 2.SMS Screw spacing at jambs: cpAwwo No, ei 5°from each and&spaced @ 8-11°o.c.V total). 2 VERTICAL CROSS SECTION FL-14803.4 Q 2 ro �c SHEET_L OF z 3B 3H ``.;� * PECORA 896 Gl Q: ; yy uwi SILICONE 5/16"NOM. +rS: n GLASS THK. =�: ,•o= z n IffANNEALED3A 0) 3A :v►, � o;n 0.090°DUPONT BUTACITE ��• • omm PVB INTERLAYER '� .... •° m L ti 0 '''��Jl/fll z 318° 118`ANNEALED V4 v x zo GLASS SITE 3K ; i° z 6 coa w 9p G7 GtanNG DEraL 8 HORIZONTAL CROSS SEMON 36 m a a m �1 0 a E a 234' 3A1.63" a ui Eo0.062° 02. 10.81• o N 3G a 43 O N I� `° fy 1. ° " } � m � o0 • •• N N Gl a J • • • 0.157 0.062° ' kk � oz m a • • ••••23.5"P&NEL Wil A9Aa� •• I— ate" 20.L18CMOUN"NG CHANNE! DECORATIVE TRIM FRAME SILL VENT BOTTOM RAR I o 0000 •:••••D.L.O.WIDTH • : 3A 3B - 3D 6 •• • 2 •• •• ALUM(608378} PVC ALUM(&S3-Te} ALUM(8063 T8} 3E a •• •iii $ •••••••�.—_tXi 1••L)O --8••—•.••. ./+•f' /�/ • �Fes- 1,22, G1• •+F 0.81 • • • • 1.W o.osL1 t 3F 95 6 D.0132" I m x 0.� .40.38H 0.9T087 2.26A—LH i.7T 1S�LJ ? z a 60 =a v a a3 VENT TOP RAIL MEEflNG RAR FRAME HEAD FRAME JAMB /� 3E ALUM(fit 78} 3F aLLIM!(6063 Ts} 3G ALUM(BOB i T6) 3H ALUM(sD81 T6} sECURi fY 3C "P^ , z SCREEN f m N¢ (OPTIONAL) c3 Or ! 1.08° �—� 3A once 8/29/11 1 scams: N.T.S. 5 E DO LRE FRAME I o owc.er: JK m WINDSERT -•� I--.335 �I 1--0.63' 3 VERTICAL CROSS SECTION cam.g*: LFS 5 Flz-u INC NO.: n GIAIING BEAD VENT JAMB FL-14803.4 0 >R 3J ALUM 3K ALUM(60G1-T6) sir 3 or 7 f. a' 1-1/4"MIN. JI-Y 2 EMB.(TVP.) Q;• rs 4 A G * Q•�O�Z�m 2 1 C zo U N 3 O > O 0 %Z� y INTERIOR maalni ® 7 ° 4 cy° 1 ° 9 0 4 s X a o U rn 1 on e W • •• �"' V) • • •••• • •• - < a�>' Ute'. 5 i••••. ••• H EXTERIOR •�•••• • E i • • 27 E 1-t/4"MIN. •' Q N a •• • D •••• 02 1 $ EMB.(TYP.) o Fo 0 $ •••••• • •• 2 1 & _ _ ••�• • $ 5 3 HORIZONTAL CROSS SECTION D ° ••••• • • •• •• C � • • 4 Shown wi 1X.Wb.* 0.15° ••••• ,• • •• CSINK C •••••• • {. SINK (7�(p) N • • s • • I { •••••• • • °� • ••• e Q zm •••••• •••• ° ••• • L INTERIOR L �� e, •• ••:•:•° • INTERIOR ° `�' z • • • , o O •..••• 7 ,,^^ yea yyN • •° I!!�/// iE z o a 40 Q � d e 4. o ' a d 11 �n o "z a i d 11 Y1 EXTERIOR EXTERIOR 27 sem: NTS, 9 @ DWO.BY: JK m' 2 HORIIONTAt CROSS SECDON ° crK BY, LFS s 1 HORIZONTAL CROSS SECTION 4 DRnWNc NO.; a ]-]/IV MIN. 4 FL-14803.4 EMB.(TYP.) N sxecr_�L or 7 E aIfig E � D z i A c '�� tt tt ��` z d^m o te► � 3 •.z Cd xZv cw d Oa C u 1 2 o `a ocZ LL m � z ' EXTERIOR INTERIOR 7 1 2 w INTERIOR 2 VERTICAL CROSS SECTION W • • •••• •• 5 Shoxm m!1X sub-bunk a�� o •••• 1 VERTICAj CROS SECTION z U K 8 � O tl ••.••• • •• •• a • EXTERIOR INTERIOR m A ••.•• otk 30 tk • • • • ••.•• • • • lz � �,— z U Z a ;T-. 8129111 JK sc� N.T.S. 3 VERTICAL CROSS SECIION DING.BY.. JK m' CHK.BY: LFS O[NWWO NO; 8 FL-14803.4 0 SHEET tj OF 7 N d 61 � • � n � ��4! Z Q+•��TwM1 fill * t i��tttt► `, SEE HINGE L 2X BUCK 4 N•: DETAIL x z° ^ D &&IAMBS a ? G 1X BUCK — TYP.HEAD MASONRY 3n MASONRY &,IAMBS a a �` s OPENING OPENING ofE 6 e FRAME w z 0 U 2X BUCK • o a¢ o • • +. .� -- �4 T W 9 • ••• _ • 9• 9999•• • • • ZX BUCK �zm 9999 a 9999•• 9 • • to L3 • • • • d — o • • 9999•• .7 U U 90000• 00 9• ( d m s •9-4, • • •9909 'A 9999•• ' `g 90900 0009 �-Yi m • • • 9999 99999ie • ZWZ 4 •' v a g 8 U g 99••0. 0091• " .091••'0 • c � V N m Z urS • • ae i•••• • �U9K ANOHORI 14G STRIKE JAMS MWANCHORING HINGE JAMB �o o 0 m •:•••: Masonry wretr tadon z N oo Eu> CONCRETEANCHOR NOTES: o P o a 1.Concrete anchor locations at the comers may be adXmfed to maintain the min. N�+ edge dstance to mortar joints. e o 2.Concrete anchor locations noted as MAX.ON CE Mgr must be adjusted to c maintain the min.edge cwance to mortar Joints,addtiond concrete anchors may be required to ensure the MAX.ON CENTE7'dmenston are not exceeded. j8 H 1X BUCK s 3 Concroteanchor table: 1X BUC H 4 togi a ANCFfOR AXC140R A11N. MIN.CLEARANCE MIN:CLE4#4NGE 58 2X BUCK a n° m TOMMEL TYPE SIZE EMBEb: E . :, EDGE RY ANCHO 2X BUC B 2X 8U L M N Z U Z ffw ® t/4" t-1/4" 2" 4" 1XBUC H DATE: 8/29/11 s TAPCON 12)(BUCKscare: N.T.S.ELCO 1/4" 1.1/R 1° 4"ULTPACON 1X BUCK Dn.BY. JK iTWa 3/16' 1.114 cwc a: LFS 3 c TAPCON DRAWING ND-' � WOOD SCREW INSTALLA17ON NOTES: lAiCH 8 DEADBOl7 DEiAlL HINGE DEiA!! FL-14803.4 1.Malntdn a mb mum$/8"edge distance,i"end durance,&t"o.c.spacing of �.��v.,., o 17 Wood screen t0 prevent the Splitting of Wood. `^•w^"'!! 5HEEF-jL DF 7 O T 6' BILL OF MATERIALS RM R DESCRMN MATEM Qom.• `, A 1X BUCK SG—0.55 WOOD v B 2X BUCK SG>=0.55 WOOD 4.56° �N _ z a C 114°MAX.SHIM SPACE (~— D 1/4'X 2-314°ELCO OR ITW CONCRETE SCREW STEEL MASONRY- E CONFORMING M.0 000 PSI MIN.CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONCRETE G 1/4"X 33/4°PFH ELCO OR ITW CONCRETE SCREW STEEL L�' o UN•: H 3116"x 3114'PFH ELCO OR ITW CONCRETE SCREW STEEL ��244 —��'—213 I (t o E a g X• I 1/4'X 31/4°PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56' A 9 a=w L #8 X 2112'PFH WOOD SCREW STEEL POLY FIBER JAMB v m Q.a LL 1 POLY FIBER JAMB COMP./VINYLOz 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 3d I 9 4"X 4'BUTT HINGE STEEL a 11 #9 X 3/4'PFH WOOD SCREW STEEL 14 12 BULB VINYL WEATHERSTRIP VINYL 25 #12 X 1'PFH SELF DRILLING SMS STEEL 2 WOOD JAMB �y 27 LATCH T TE STEEL 0.65' DEADBOMvWP IKE PLAT*(SEI�I(1RITY) STEEL REACH o o • 30 OUTSWING THRESHOLD • • ALUMMOOD ' W m • •4P• DOOR - DOO PANEL ETAIL SHEET FOR CONSTRUCTION DETAILS 58 #8 X 2'PFH WS • • • STEEL ci o m Q 60 SECURITY GREEN(ALU -OPTIONAL ALUM/SS o F c5 • •• •• 0.5" a a 9999• •�•••: i9•i•• WEATHERSTRIP g, ..ago 9 •••• Endura Force 6 � 9999•• • • rn • • 9999 zo 9999•• zf° • • 9999•• a r S 9999• •9999• 90:0•• m •• 0990 • •• VN4 z 9999• • • • "o N 909999 0€NW • • Z n O Oc � �p 9 Z 4.55' oSTAINLES5 STEF1 MESH: b.^ a 2° 0.0351 0 t 0. 05 1WO 10.6 STRANDS PER INCH o n rn m q Z z WE: 8129111 _OZ SCALE: N.T.S. m 60 SECURRYSCREEN owc.er: J!C m OUISWING THRESHOLD ALUM(6063-TB) cHk ar: LFS 3 s DLP(OOSR) WANING NO, a FL-14803.4 n 0 SHEET 7 OF 7 D Florida Building Code Online Page 1 of 4 .� S i j s ;,.,1 u,•,3fae.�.. M",..;..._.. .._.r�,f, ',1 990'a.=G.w Pks, BCIS Home Log In User Registration Hot Topics ii Submit Surcharge j Stats&Facts Publications I FBC Staff i BCIS Site Map Links Search ff Product Approval USER:Public User Product Approval Menu>Product or Application Search>Apoiication List>Application Detail € f FL# FL15210-R5 Application Type Revision Code Version 2014 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@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 ast roinc.com Quality Assurance Representativ 0 I Address/Phone/Email 520 ; Ce os ele 440 969-9773 Ext 110N ron 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 J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence •• •0 eFLk52AQ P.6 C©I CER11EICATE of I P!ffNDENCE,2d—f • •• • • • • ••• • Referenced Standard and Year(of Standar$)•• ••0S1g�ary• • • • Year ASTM D1929 • • •• 1996 ASTM D2843 1999 • ••• A%T&4DGM* • ••• 1998 see i AS-CA D6t • • • 2003 •i s• •ASI%E13DQ • i • 2004 •• • AS-11M E84• • • 2005 ASTM G26 1995 G 155 2005 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QRCFP... 10/5/2016 Florida Building Code Online Page 2 of 4 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eouiv Equivalency Of Standards.017 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 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 O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes f11.5210 R5 I1 n f.21f 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 FL15210 R5 AE Eval 15210.1.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eva] 15210.2.12df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes F .21 S II inst 15M.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 15210.3 for Design Pressure Ratings,any FLI.5210 R5 AF Eval 15210.3.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 Fd. th/Wood Grain/V1lhite Wood 6'8"Impact"Glazed Fiberglass Single Door- stic/Mahogany Series O Inswing/Outswing(X-Configuration) s Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes �••• •• PL15L10•R5 slip Inst 152.10.4,pdf Approved for use outside HVHZ:Yes • • •• Vgrif d Dy.eLyndon F.Schmidt,P.E.43409 Impact Resistant:Yes 0— • •• • • CFea*9 by Independent Third Party:Yes Design Pressure:N/A •• •e: ••. FyaI4t11bnAV0orts Other:See INST 15210.4 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.4.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. • 15210.5 e.Smooth/Wood jraiyWh+te epod S'8"IIppact,*Gla:ed Fiberglass Single Door with Sidelite or Grain/Rustic/1a0gan:Series C~• 94elites•IwswirgFOutswing(OX or XO;OXO- Fiberglass Door • Configurations) • Limits of Use Installation Instructions Approved for use in HVHZ:Yes •. • • • FL- i R5 Id Inst 15210.5.o0f • • • • • • • • • • • •• •• • • • •• •• https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFP... 10/5/2016 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.5.0df additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.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 15210.6 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210,6.ndf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 IT In,-;L1aQ-7--P f 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 R5 AE Eval 15210.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210 8 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Eval 152108 odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.9 i.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 II )n.tS 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 FL15210 R5 AE Eval 15210 9 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.10 j.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210 10. 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 Other:See INST 15210.10 for Design Pressure Ratings, FL15210 R5 AE Eva) 15210 10 pcif any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. • 15210.11 k.Smooth/Wood 46rain/White Wt ed 84"Impact' Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahog*Vy S94es*.O ; Sideli:,eS;Oulsiving(OX or XO; OXO-Configurations) Fiberglass Door •• ••• •• • • • •• Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1521Q R5 II Inst 15210.11d& Approved for use outside HVHZ:Yes•• •;• '�' =@rified.Bq• Ly?if dh F.Schmidt,P.E.43409 Impact Resistant:Yes •-• • • Created.by:ndependent Third Party:Yes Design Pressure:N/A ; ;• • ;� ,evyal:tat,50ke"p_grts Other:See INST 15210.11 for Design"essure Ratings,• fL15210411 any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRCFP... 10/5/2016 Florida Building Code Online Page 4 of 4 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.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 15210.12 for Design Pressure Ratings, F05210 R5 AE Eval 15210.12.pddf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 rSe Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with Surface ood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) ries O Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 C5 11 1n �L_L19-d-f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.13.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.14 n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.14.12df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTT"'an operational window insert-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 1525 Q RS II Inst 1��19m1._per 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, FL15210 R5 AE Eval 15210.15.Ddf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. Back iVext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovridht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 click here. Product Approval Accepts: RMe;.heq, ;r,. Ird to •o• • • e • . to o • • too • • to l 1 • ••• •• ,�1>t I • ••• ofto • • • • • •• • •• 1 •40 • • e • • • •• s• • - too o https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGI' XQwtDgv3yVVKJZIQRCFP... 10/5/2016 R - R W Building Consultants, Inc. B Consulting and Engineering Services i'or the Building industry C P.O.tion 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Proressional Engineers Cerlificaie orAuthorization No.9813 Nothict Evaltiation Report Date: Api . 201-il 23 Product Sub Category Manufacturer Product Name Category Swinging Piastpro,Inc. Smooth/Wood Grain I White Wood Grain Exterior Exterior Door 6200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 inswin /Outswin -"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.61020-3,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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spatted 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 an impact resistant covering. 4, When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for Tat buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.4 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 requirement 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 sill is less than 45 degrees. 8. 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. 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 Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15210.4 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) e Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. ♦•• 100 ••• ®� �; 5. Quality Assurance •. ; , • 00 a Lyndon F.Schmidt,P.E. 0:0 • ••• �}" 1& k F' FL PE No.43409 ~ 4/24/2015 $ShIr 1• t2 .•.� 10 a s t r o s p = _ 4 5200 W. CENTURY BLVD. 37.50"MAX.OVERALL LOS ANGELES, CA 90045 FRAME Smooth Wood Grain WIDTH7 lot"' '... White Wood Grain tt a z / Rustic /Mahogany -- h E 9 z Series O Fiberglass Door N INSWING/OUTSWING a= "IMPACrr O 'a 0 z GENERAL NOTES z W 2 �o N i. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Budding Code w z (FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). x z 0A N 2. Product lch rrs stun be as listed and spaced as shown on details.Anchor embedment to base material • sbail be beyer••00 dressing or S%wo. p�q 3 w as ••w•� • • • qC isD' ce N w� • • •y6n useal 'uct complies with Section 1626 of the Florida Building Code and does not ipa.•• �y �••"taquire an ir}Ipt. • : . : � r T�•�•"n used in are outside ojjV'ljVir requiring wind bome debris protection this product complies with g, g, a a Sec SC end does not require an impact resistant covering.This product meets o m n mcludeb M i761164w defined in ASTM E 1496 and section 1609.1.2.2 of the FBC. –,Wr 2x stud 4". hJQ Vt•these units shall be the some as that shown for 2x buck masonry ••••'Tnstruction. N } •art•BPte corgi*-rt devk>1ti4'I►ailt**aetalls of this drawing require further engineering analysis by a Qcensed o z w o s • engineer or*W&red architect. •• V) ••7•OuWnlg®s rations meet water infiltration requirements for"HVHZ". AN other configurations do not o rr meet the water infrltation requirements for the"HVHr 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 c canopy or overhang to sill is less than 45 degrees. Z TAKE of GQNTFNTS MA11 -X nEsfG6f pfil SS#}t{E(PSF� �'w SM" DESCRRRION SYV#T1G FRAJkAE I Typk;d elevation.design es,8generd notes F6Strf1FE: NEGATIVE 2 Door parcel decals z z 3 Lite frame detaus and glazing detc& 37.W Z U 4 Horizontal cross section INSWING sc +75.0 -75.0 uaTE 02/t6 12 i z 5 Vertical cross sections 82.00" SCAM N.T.S. 6 lrrrtlockdeta& 37.50 .BY: JK m 7 3pointlocicdetaig QUTSWING X +75.0 -75.0 CHK.BY. LFS 3 8 Buck and frame anchoring 81.13" D RAW= Components °R1�" ro 10 Biu of materials See sheets 2 8.3 for hardware and Be frame design pressure limitations 15210.4 N o s r or 10 0.7' Gl G2 2.8" ,`````AL1 * TOP RAIL IN-A EXTERIOR 0.4' (COMP.) 4_Q INTERIOR �hn nut� $o m l CAP(PVC) CAP(PVC) yy�� LATCH STILE(LVL) ° • �1 '- z "a v N HINGE STILE(LVL) •�� E c• a 1 HORIZONTAL CROSS SECTION 9 Q r a m n IL M 6 cZ a e £w •9 �a 35.75'DOOR HARCWAkE TABLE z o • •• WIDTH MANUFACTT1kER. MODEL' PRESSURE ow r o m z • • •• •• Z • o KINFKSEf KNOB: SIGNATURE SERIES +75 G1 w a ••o e•• 2 • • • DEAD80LL SIGNATURE SERIES(980) w w i . • e G2 a �— .•:•••• KNOB: 'F'SERIES(F51) o s:p•• • • s-• SCHLAGE DEADBOLT: V SERIES(860/62) +75 o o o ? I •• •1•• • PAMEX LEVE RI FLSB SERIES + INTERIOR EXTERIOR a a •.•c•• • +�• • Y DEADSOLT: F07 SERIES -75 Y r •••••,,,�:..�,_:4v: • •a•• • bap 'm • • HOPPE MULTI-POW LOCK: 3-POW TONGUE + Vie•• oil • _. o+ .v• • ��• '� W&F MULTI-POINT LOCK: TRUENNIUM"3000'SERIES +75 • to _ •••4Q•• •7• • O Z _ • O o • See sheets 6 and 7 for multi point lock detalls. w o lee v) ••• • • • T •• _•ai SEE HARDWARE FIBERGLASS SKIN • • TABLE (0.125'MIN.THK.) i FOAM CORE i JSEE HARDWARE (POLYURETHANE- ,•a ,� m T3I TABLE 1.9 PCF MIN.) a o z _ z u a BOTTOM RAIL DATE:02116112 c D (COMP.) scA E, N.T.S. 5 a M.BY: JK m sCHK.BY. LFS 9 noon PANEL rZ_'�VER77CAL CROSS SECTION SHG Ho a a 2 FL-15210.4 0 SHEE! 2 OF 1 Q O z FRFIAMEWIDT 20.50"MAX. C. D.L.O.WIDTH 12 3 5/8"GLASS BITE 13 12 'XT' ��: 1"OVERALL GLASS THK r z V I Ar ANNEALED GLASS c$$ 1.86" 1.86" � ... ..• o a E!O 0.090"SAFLEX®PVB �tttq Iiltt�`` Z 'm o INTERLAYER :Z ,^ 0 4 1/8"ANNEALED GLASS \ E m z '�c v o p 5A AIR SPACE ` g o L a = 1/8"TEMPERED GLASS �� "� m a a o �) ALUMINUM SPACER 3 EXL FRAME 4 IM.FRAME o`Z o 40 5 12 INT. 9 w Gl GlAlJNG DETAIL Co to Otn QU t] • ® •• •• LITE FUME% 1. �� W 6 • • 425" �• • MAX:DESi6P1 �7yp • MANUFAClQIIER w " ••.'•'•• FR�SSURE o •••••• ODLLI1EfRAM� • • a� o � •. :.:..: ODL ±75 0 • 24"MAX. a a ••A,►•• •��e� � :••:•• x� e RSL ±60 m jDTM qe E •DAF�'Ja "' • •e•• • ig •e • •••• it • ms ° 0 A • • • ••e►j•• EXT a N ••• •• ••e• •• •• 1ITGLASS BITE z w • • • 15 •• ••e• • •e 1-1/4"OVERALL THK.GLASS •••o• •e•••: • I/9 ANNEALED GLASS 13 13 0 _ _ • 0.090"SAFLEX9PVB m O 6 INTERLAYER 1.59 a < (YP-) 1/8"ANNEALED GLASS i $ O 4 1.06" i T`� w a o ^ AIR SPACE " 6 o m o 1/8"TEMPERED GLASSn —t ^O o U2"NON-GROOVE SWIGGLE z m a w/DELCHEM#80 POLYSULFIDE 17 40 1 DATE:02116112 c Ifir BACKFILL 16 6 SCALE N.T.S. W on.BY: JK m INT. EXL FRAME INf FRAME SCREW CAP 15 16 17 cxk.BY.. LFS m P) DRAmHo No.: H RSL LffFR"E FL-15210.4 h SHEET 3 or 10 — — z' %% 1 2 %%% 5 5 EMs.RYP.) ��O'�• ' If r oa m i e ° �® r UNC INTERIOR ° E((pp 9 S m0 EW 6[ p OIL o ® 7 ° cZ 1 2 4 v O 4 ° a a 3 0 q z 0 W n � s K • • • 9999 ° L"U J o :0 0 • •• EXTERIOR H Swy 6 99990 E ••• 27 amQ z 9999•• • • • E •9000 1-1/4"NIN. r N • D 1 EMB.RYP.) 0 g • 3 4 5 0 0_ •• eo • �•09 5 5 5 r3 _HORIZONTAL CROSS SECTfON 2 1 D a a •••••• • q Shown w/i X sub-tuck 9999•• � •• •• C o •00•• • • •• •c0 0.15" C'SINK C °e E ••••• • • • '1 CSINK (TYP-) 4 0••00•, • (TYP.) 9999•• ° Jl g • • • e ••• • 1 INTERIOR •0000• •�•� ° • " ° N • • . INTERIORso 7 o z w o • 00*0 to •••c • 7 0 • 440 ° g ° ° z - � m m � 4, 1 11 • e e • �Z U Z < ° 58 ,° w1E 02116112 i EXTERIOR EXTERIOR 27 SCALL N.T.S. 9 ° E owc.BY. JK mm a � ° CHK.By.. LFS 3 11 HORIZONTAL CROSS SECTION �2�HORIZONTAL CROSS SECflON 1-1/4"MIN. 4 duVng shown-inswing 4 dutswing shown-inswing BB^V^NG NO ro EMB.(TYP.) also approved also approved FL-15210.4 0 SHEET 4 OF 10 ro V f K ° a E d a Z A C 1 2 ma ,M G CZ fn y a EXTERIOR INTERIOR 1 2 EXTERIOR INTERIOR � U O EXTERIOR INTERIOR ?o �2�VERTICAL CROSS SECTION • • �$ Shown w/1 X sub-buck �y Y • • VERTIC L CRQSS SECTION fL 5 m & •.•.•• § Outswingshc•vn-i�wing • • •.•.•0also appro•ed • B 40 a 0000•• • • • • za o w • • • • p '_ • • 000.0• 29 ��, � • 1 �m P 0.00.0 O^ ••.•4.•• •044•40.•0.• U •0 4••• EXTERIOR •4• 000000 4.4•• INTERIOR a a °a a a U M E •44•• EXTERIOR INTERIOR > e 4 e 4 N H 400040 •.•4•• • 30 31 32 33 34 40 w o • •4.41 VERTICAL CROSS SECTION 4 • $ Shown w/ADA threshold 0..000 • 37 O � 38 0 E � E ^LL, a o a a 4 d ao ° 4 a A a A n Z 4 a a Z v a & 4 DAIS 02116112 °z 3 VERTICAL CROSS SEC77ON scAiE N.T.S. 9 S Outswing contlrgurnflon 4 VERTICAL CROSS SECTION •BYJK m Irswing configuration CHK.BY. LFS 3 DRAWWO NO.: sro FL-15210.4 � o SHEET 5 OF 10 N v �•�Al gin o m z° 0 N •; ° V Z -2-4 h Em m o � 9 o, ° 0 �6La 0 M If T a ~ 0 _ 2X BUCK 5$ Z v"ryi L7 0 V SO p IX BUCK Q p Q 23 Q AA zo 0 O U �5 m o • • •••• • •• 2.17' 25 ��W 1- :0000: ms • ••• : 2X BUCK $$ a-M o ••• `` a 0000•• :0 • • • 1X BUCK H o n • • • • HOPPEMUM-POIMLOCKSff o • p • • •••••• 3 point Tongue" o 0••0• • e A • • ® •• •• a a 0000• 0 • • e 000000 a • • �^ 2X BUCK � E 0000• •• •i 0••••0 17 1X BUCK H 23 • • • • 0600 a JR, 0000•• • • W O 00 22 0000 ir Ln 06 0000 (� • • • o O � a 1" O srRIIEJAMB CLi G Z U fZ OAS 02116112 Z ® sem: N.T.S. ° DWG.Br: s �1 MULTI POIMSfRIKE P[AiE CHK.Br: LFS 3 ��LATCH AND DEADBOLf SfRUO PLATE DRAWING NO, � n MANUAL RAISED TONGUE GEAR SYSTEM ToneuesYstem FL—15210.4 o SHEET B OF 10 N G d jigs z Illifil it VN O Z v o ao oO n � EO° 9�cO w � cp v T' mB:a� c vi C Z6 �d ti o �v pp O • • •• 0r E • • • m J � • • 0000 •• • •• •0•• • • • CL 4 W N Z 0000•• � `� °a •0••0• • • • • j p M a • • • • oO r •••••• a ...... � 0000• • • •••s•• • • E 0000• • 0000 *00*04 00 • • • • 0000 •0•i•• 2 • • • 900000 0 57 N _ • 7 V) N ••00•• •••• •••••• Z • • • W O _ • 0000 • •• 60 to •0.00• i • • FO d w� a 0 MUCK 58 K d MUCK H a a w 0 2 F 2 0 2 a DAM 0211611 i SCALE: N.T.S. It z. owc.BY, JK m e W&F Trflenrdum 3000 SERIES STRIKE JAMB DETAIL CHKBr LFS 3 3 pt.Lock DRAWMD NO, N s FL-15210.4 0 SHEET 7 OF 1O N z" c'qA m e � a rT U m i D NP.HEAD • SEE HINGE L 2X BUCK %i.4 &JAMBS o"•' DEfAII(TYP.J G 1X BUCK N i° 9 °c w a — NP.HEAD — 'O L a MASONRY g MASONRY &JAMBS ¢ M d a OPENING OPENING `o i Li FRAME i 0 i 2X BUCK o ?o • ._ 2X BUCKLn u c J w • • 400 • •• ui • • • e • :o ••• • ^d we �•�••i ' ADA SILL =m • ONLY w-•• a a g 0.664• • ••••• >} g • • 640.00 4 Loewe m E 0446: o— •e•• U • ooeo • v N N •40•••• ••4• •6616• p Z § • • • SUCKANCHORING STRIKE JAMB FRAMEANCHORING HINGE JAMB w o _ • ••4• a •• x� N o Masonry construction • • • • •4040.6• • • • � •664•• � CONCRETEANCHORifbms, 6 ~ 1.Concrete anchorlocatfons at the toners may be adjusted to malntatn the min o o, edge distance to mortarjoints. IX BUCKa H a 2.Concrete anchorlocaHorrs noted as"MAX.ON CENTER'must be accreted to 9 t modrildn the min.edge o&tance to mortar joints,additional concrete anchors 2X BUCK (, $ may be requted to ensure the:MAX.ON CENTER"dlmendon are not exceeded. 28 H 1 X BUCK � F 3.Concrete anchor table: 11 1X BUCKtH 9 wMAY..CLEARANCE MIN.CLEARANCEANC1toR aNctloR �rrN. 58 2X BUCK LTAPCON : EtiteEDMEIv► roalAsorun rz>A+irncENT 2XBUCK 58 2X BUCK 11 o 0 . - EDGE. ANCHORffW ❑ a N® 114 1.1/4 T 4 1X BUCK M r� 2X BUCK 11 02116112 z z 1!4 1-1/4 1' 4 Z7 H 1XBUCK Dwo,BY: N JK m a ON S .TW a 3/16" 1.114" 3° 1-1/2" CHK.BY. LFS 3 o HINGE DETAIL Inswing HINGE DETiUL FL-15210.4 s 1,wood SCREW wsruuTrora NaTFs: DITCH d DEADBOLT DETAIL Dru�nHc Malntdn a mb*num Sff edge d1stance,1`end distance,&1"o.c.spacing of wood screws to prevent the splitting of wood. � n9 N V SHEET 8 or 10 z 4.56" 4.6" `,in 4.56 z 0" o oZ ff WING THRESHOLD •� OUISWING IHRESHOID ' z x z v m 30 DLP(OOSR) �,Columbia High Dam(581( POLY OBER JAMB lastpro \ a m d a E v w 4.56"� $$ 9E ry 4.68' 8 3a LL ? 4.7" I I z y Ly 2.36"—+—2.7 ° 0 z a VOWING THRESHOLD OUISWING THRESHOLD WOOD JAMB • • �� H( • •e 31 Columbia(575) 2 V)u m a •••••e • • • agm 0 • • • • • E � .6666• ••6646 • e • • 0 • • • • • � • 600.0• 0 � •i••••^ 5.67 5.63" g ••e•6• • • ED c 2 �M 6666• ••6•• � c m a • • U E 0660• • ••e• "v o 6600•• I� g • • � 0.52" • N 0.000• eeee 00.00• N • •�j1jj1SWING IH�HO� �ZINSWING MRESHOLD WEATHERSTRIP DOOR BOTTOM SWEEP w o •• Endura(Z-Seria9` • • w Columbia 7 Endura Force 5 F N 6666•• • • • � 6666•• Fo ab a � 4.56' 0 3 5.625" R h a456 �{ n 2 w � 42 .-Z ❑ zz —{" DAM 02/16/12 i T scALEN.T.S. 9 INSWING THRESHOLD 37 INSWING THRESHOLD ADA THRESHOLD DWG.9+: JK m a Endura(Z-SerlesJ DLP(LSCS) DLP CHK.BY.. LFS 3 DRAWING NO.: s FL-15210.4 " SHEET 9 OF 1O N O ;Q,_ BILL OF MATERIALS �`9' �� n ro ITEM i T MIUPRON MATEM A IX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE ''� '• .......• D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL //////// T�►►►►�� i m d MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI v •:Z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE v i x i G 1/4"X 3-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL. ' t 9 6 S H 3/16"X 3.1/4"PFH TTW CONCRETE SCREW STEEL m a`a I 1/4"X 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL e L #8 X 2-1/2"PFH WOOD SCREW STEEL 9 z M #8 X 1-1/2"PFH WOOD SCREW STEEL �f a 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM. 5 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL ? w 6 #10 1-3/ ' PH WOOD SCREW STEEL o • 7 WEA#HEN6TRIPb FOAM •• • • DOOR101TOM SWEEP VINYL sW� • 9• 4"X E • • STEEL a m a •• •610 0 9 X P OOD SCREW • STEEL o • 12 NON S CTURAL S SILICONE • 13 STRUCTURAL SILICINE(DOW 995) SILICONE •• E(T.re6"(B ROYAL yp S) PVC a a m •• • INT.FRAME fW ROYALGNK1lR AGS) PVC E • •W SCREW CAP (BY ROYAL MOV DINGS) PVC • 3 PO F'MUL - CKSET(Mfg.BY HOPPE) STEEL Tr •• •" MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL o g • 25 LATCH AD DEADBOLT TE(TONGUE SYSTEM) STEEL a • LAT TE 00*000 STEEL w o o • 28 DEADBOV41ARIKE PLATWSEOWNTY) STEELFA •• •19• ADA THRESH D ALUM 30 O HOLD ALUMIWOOD 31 OUTSWING THRESHOLD ALUM/WOOD a 32 OUTSWING THRESHOLD ALUM/WOOD a ; 33 OWSWING THRESHOLD ALUM/COMP $ 34 OUTSWING THRESHOLD ALUM/WOOD -'w i 36 INSWING THRESHOLD ALUM/COMP ° o 0 37 INSWING THRESHOLD ALUM/WOOD i Z 38 INSWING THRESHOLD ALUM/COMP z °, a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10 X 14/2"PFH SCREW STEEL sac rv.r.s. 9 57 BACK[ PLATE STEEL awc.BY: JK m s 58 #8 X 7'PFH WS STEEL CHK.BY: LFS 3 9 60 MULTIPOINT STRIKE PLATE STEEL ORWNG NO.: � a62 LOCK ASSEMBLY $TEFL FL-75210.4 "- n � `u SHEET 10 OF 10 N O M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES{RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy, PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. s APPROVAL DOCUMENT: raw' -720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,date 0 <' , Y1th revis ted 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn ill aim >th - a ee Loduct Control Section Revision stamp with the Notice of A cep tt ber v, is -Dade County Product Control Section. - MISSILE IMPACT RATING:Large and S`mn tll Imp e n , LABELING: Each unit shall bear a permanent label with the ma ergs ame or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire 0900 lhalr.be:ploykibd to the user by the manufacturer or its distributors and shall be available for4Vspe0.*ti(F at fle'66 Atte at the request of the Building Official. This NOA revises NOA##13-0502.03 and tbnsMs of this page-1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation waprpi yed byGMamtael Perve,r u. . . • NOA No. 15-0528.26 MIAMI•DADECOUNTY •� .•. Expiration Date: February 19,2019 Approval Date: July 09 2015 • Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets I through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212,dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). .. ... . . . . . .. P. .. ... .. . . . .. "' "• ••• Manue Perez yP • ' ' 'Product Control Exa .er .. . . . . . . . . • •' NOA No. 15-0528.26 Expiration Date: February 19,2019 Approval Date: July 092015 . •E-1 • . . ... . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc, for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas©(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property---Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated May 20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. 09 . .. . . . . ... . .. ... .. . . . .. • ••• ••• ••• ••• Manue Per Product Control ami er .. . . . . . • • . •• NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 092015 . . . . . . . . . . . .. .. ..• . .. .. ... . . ... . . GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW vARIEs, RATED FOR LARGE&SMALL SEE$HEFTS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48•TIP-TO-TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 48"BUCK WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK 1MDTH 44.1/4"VISIBLE 45-IW VISIBLE 45-1/4'VISIBLE 2 SHUTTERS ARE NOT REQUIRED WHEN USED IN PRODUCT REVISED LIGHT WIDTH LIGHT WIDTH WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT VrfOTH m complying with the Florida INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD S'MAX. S"MAX F,SHEET 8 2'Mme' Build'm8 Coda LITE(CAP)MUST TEMPERED. B,SHEET 8 - D.SHEET T H,SHEET 9 Acceptance - imtion Date 1�QL 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY, i USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY B ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS MI eda Product WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY q C E,SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS I [SHEETO UCK SH ET 7 SHEET?7 9P G,SHEET 8 I O, HEFT 9 ;5TH EDITION FB UPDATE _� HEIGHT �I T BUCK DATE:07/02/1b 4)ALLWOOD BUCKSLESS THAN I-1/2'THICKARETOSE _______ J HEIGHT m CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE [ 93.114' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92.1/4' t / WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12"MAX / VISIBLE 12"MAX. / 03.1/4- VISIBLE GREATER.1X AND 2XIBUCKS WMEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX. LIGHT 2 DESIGNED TO PROPBRLYQRANVER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT 'jR T�1 .WOOD BUCR6EtIGN AND IN�T'ALLAi'IQN IS I gg• I HEIGHT / gir BUCK {L1 •�" a[ Q R bel' NS161LITY OF THE ENGINEER,(BDR)OR • TIP-TO I I > t� to ARCHITECOF RECO 'u1st�.• TIP 1 HEIGHT _ •••41•♦ HEIGHT 60,4NCHOR EMBEDMENT TO BAS£MATER S ALL BC a atop O BEVOND WALL DRESSINGjOR STUCCO.US O OF 1 1 I CD N C4 O D' S%FFICIENT EMBEDMENT.NARROW JOINTSMIUSED 1 1. *dN9mf faUR CORNERS OF THDFRAME.INS6*LA�4 __ I p W u.�a d g z 77 SHOULD @E%AkM.OVERALL• • II - }T SHEET 8Z �L m as HI NG ST%ATE0"0R WATER PtBSI8114YCE OF g• L-.B_-r,°.I I.,�- 12'MAX.O.C. ff J �D—►{ I•+- 12'MAX.O.C.2.MAX H,SHEET 9 V V X L/1 d Lu Lu IMS�'/�.I f jION SHALL BE DONEV OTHERS AND IS BEYOND MAX, SHEET 6 MAX. SHEET 7 THE SCOPE OF THEV4VVW IONS. ,•••• 5'MAX.O.C. W Z O q j oN 0 TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION n 0 Y Z z os •67tH plo SHIMS ARE REQUIRED AT EACH MCAdIi TESTED UNIT o O i O O U. •LOCATION WHERE THE PRODUCT IS NOT",VT%VE ELEVATION(TESTED UNITS ELEVATION(TESTED UNIT) �_� .-z a z t= $$U9L VIE.USE SHIMS CAPABLE OF TRANSFiRRINO ~ a O bP L VIE. W�%OURS BY OTHEOMMU8A8E "- I�FICIENI ANC Qji�D�Tp RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDO . 12'0.. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK r W • , r, GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® N eo Iaays 7)DESIGN PRES3UgEG:� GENERAL NOTES........................1 ANCHOR SPACING TO BE W MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME Z to A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS................................1 MEMBERS.SEE FIGURE 1,THIS SHEET. }} W Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GWJNG DETAILS.....................2-5 / $ O E1300. DESIGN PRESSURES..................2-6 12'O.C. -+-----WIDTH =i ft-WIDTH—H WIDTH--I Imo-WIDTH �{ Z Z eloag B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / F-—— ———1 T ———-1 f 1 T 0— — INCREASE N pPRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 I T ( II O W a NRANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........8 1 / I I I W z ��'�INSTALLATION•INT.FIN B..._......9 _./�( y/j a a8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6„ IIxIx I I x LL 0 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 MAX 1 L L I I 1s01 'osa0 savesTO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS PARTS LIST...................................10 HHE 1.6 LOAD DURATION FACTOR WAS USED FOR NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE TABLE 1. _—VgDTH----•.I I"--WIDTH-+{ F+WIDTH i F—WIDTH Y yI �O'C�Y ILNN _ -— THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T •' �iCEN << COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Deaodption Sheet I I \a,• Sic'•.,fr,P SHALL MEET THE REQUIREMENTS OF THE FLORIDA 9 0 �/ 4 BUILDING CODE FOR CORROSION RESISTANCE. 1 7118"Laid 16'An-.GBP PVB-3118'HS 2 r W _ I I I = No.58705 'k = 2 71lff Lam!3/18°H9-.GBP PVB-311ff HS 2 _ 9)REFERENCES:TEST REPORTS FTL-3835,3650&7212; 3 1-1/10•Larnl.b 3118'T.T1W AB-3116'An•.GBP PVB•3!18'H3 3 1 1 .L L— .—J 1 OL ' ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIAF&PA 4 1.1110•Lam! K9 18'T-7/18'Air-371ff HS-.090 PVB•3116'HS 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN A I— WIDTH S ' I-'- WIDTH �-I }�'WIDTH-�I F+WIDTH�I "'� tr MANUAL. 6 7/tff Lams 3116-An-.09P SG-3116'An 4 —_ T r--- �r— —"1 ��---- Off•.• COF (V` 8 7t18'Laml(W18'HS HS 4 T�--- I I I :CC�i '•:`<Ot;IDP,.•'•\C'� 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1-1118'Lem!.Ki(3116-T-7/8"'18'AU-&i6'An•.090'30-3718'An 5 t� ,j/ •;�5�� ......• �C�\\� Lu SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 6 1-1/tff LemL Ka 1ff T-7/18'Alr.-3/iff HS-.090'SG•311ff H8 6 �/ o I MAY ALSO BE REFERRED AS THE 701 SERIES. Qq'SO'='KURARAY SENTRYOL,A INTERLAYER"BY KURARAY AMERICA,INC. = r x I x I I /r 111�I 1 I 1 'PVB"='KURARAY BUTACITE PVB INTERLAYER"BY KURARAY AMERICA,INC. + 1 A LYNN MILLER,P.E. L P.E.N58705 TABLE 2: Window Design Preesure(+i•,pef)forGlass Type, Lmg Ideon) 7/16'LAMINATED 07-716 72 76 a0 64 a8 92 98 10D 104 1 109.112 GLASS STACK f 30 +180 +1.80 +/$0 +1-w +180 +1.80 +1•80 r1-80 080 +1.80 +180 32 +180 +1.80 +/80 +180 +14M +180 +1.80 0.80 +18D +180 080 .090'PVS INTERLAYER 34 +180 +1-80 +180 08D +180 +1.80 +/-80 r/-50 080 71- 0.79.4 3116"HEAT STRENGTHENED GLASS 38 +180 +180 +/-80 +t-80 +180 +180 r/-79.7 +/-77.2 +/75.1 0-73.4 +/-72.2 3118'ANNEALED GLASS PRODUCTREVISED 38 +1-80 +1.80 +1.80 +1.80 r/86 H-751 +l-75.2 +/-725 +/.70.3 088.5 0-88.3 ascomld14n5wi1h111061aiid8 40 +1-BO +180 +180 +l• 8 +1-772 +l-74.3 +1-71.3 +187.9 +/45.1 +183.4 +181.0 Building Coda nL 42 +180 +180 +/•80 +1.77.4 +1-74.3 +1-71.3 +1882 +184.7 +181.8 +159.8 +1-58.2 4 11 Acceptance Out(5-"O 44 +1.80 +I-80 +f478.9 +145.4 +1.72.1 H8&9 +185.8 +/$22 +159.7 H57.5 USED AT CURVED �L iretitm Date +157.7 FRAME MEMBERS ONLY 29 5fB" LONG SIDE BY 46 +1.80 +180 +/•77.2 +/-73.8 +I-70.1 +/-88.8 +183.5 0-503 -- '� 48 +180 0.79.3 +I-75.8 +1.71.9 +188.3 +184.9 +1-51.5 +1-552 @ 11-718.O.C.MAX. GLASS BITE Mi i e Product to 50 +/.a0 +1.77.5 +1.74.1 +/-70.3 +1-68.7 +1.631 +159.7 52 +/-79.1 0-75.8 0.72.4 +/88.8 085.1 +181.5 1$ to 54 +1.77.4 +/-73.8 +1-70.5 +1-87.3 +1-63.5 SHORT �/ ; NO CHANGE THIS SHEET Be 0-75.8 +1-72 0.88.8 +1.85.3 EXTERIOR z DATE:07 02115 C, 20 ,3 58 +/-742 +1-70.3 +188.8 --- � 60 +/.727 +1-68.7 +1.85 82 +/-71.2 +7- GLASS TYPE 1 u 84 +/-%7 +,--, �- LONG.IDE 88 r/-88.3 87.718 +1.07 /,/ y Q ICK DIM�ISIONS SI 101�N.FOWLANGED WIDOWSBSUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Y� Of a � nab 2}j OT SHO W lyfj Et'DUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. + 4 N p 3)FBIR ARCHITECTURAL NDOWVND THEs M4LLES�9NDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J___ to slop O • • U N • •••••• TABLE DIMENSIONS MAY BE M co •••••• • •• •• ORIENTED VERTICALLY OR O N Z uMwp d •••••• HORIZONTALLY AS SHOWN. Z LL W •••.•• • • i••:• U U X Q ••••• • •••• LU Z O Z IN TABLE 3: • •••••• • • �� mZ Z p • • • •YUf�dowDesignPressure(+I-,psf�forGlassType3 � �Z aZ � O � LL ••••• • Lmg Side(In 1-1/16'NOM. ~ J O . • 67.718 70 • 84 88 92 98 100 104 109-112 7116"LAMINATED cel •30 -/-so GLASS STACK +180 080 t180 +180 +/-50 N-80 080 x180 GLASS STACK F 32 +1.80 +180 +/80 +/- r180 080 +I-8D +180 +180 +1-80 +I-80 3118"HEAT SHORT y LU IaeVS +/.80 +/.80• +/80 +I +180 +/8p +180 +/•BD +180 +180 +/-80 STRENGTHENED GLASS SIDE ® Z of of N 3g +/80 +1-80 H831 *180 *180 H$0 +/-80 080 +/•60 080 3118'TEMPERED GLASS 38 +/-60 +180 +1-80 0-80 +180 71.80 +180 +/80 +1-79.4 +1.78.4 +1-74.3 3118'ANNEALED GLASS O Z 40 +/-80 H-a0 +/-80 080 tl$0 +180 +1.80 +/.757 +1-73.5 +1-70.9 +1.09 7718'AIRSPACE .080"PVB W 42 +/80 +1-80 +/$0 +/811 +!$0 +180 +/.77 +/•73.1 +189.6 +188.9 +1•&5.2 11 INTERLAYER Z 0. 0: aloaS 44 +/-8o +180 +1.80 71.80 +l$0 +/-77.8 +1.74.1 +/-70.3 71$7.5 +183.9 O $ z NRj 46 +180 +1-80 +1-80 H-8D +1.79.2 +1-754 +1.71.7 +188.1 +185.1 5 LONG O U t.-co t48 +1-80 +1-80 */80 +780 +1-77.2 +/-733 +1.89.5 +/•85.8 USED AT CURVED SIDE U/ 50 +l$0 +1.80 +/80 +/-79.4 +/•75.3 +1-71.3 +187.5 FRAME MEMBERS ONLY 29 SS O X W D-d 52 +180 +180 +1.90 +1.77.7 +/.73.5 +189.5 @ 11-718"O.C.MAX. GLASS BITE LL D N 54 +1.80 +180 +1.79.8 +l-TB +1.71.8 1-3 sllll rosep sale 58 0-80 /--79.4 +/.5.4 +1.73.8 EXTERIOR -- ��t\NY LYNN 49�`�`ii� 60 +1.80 +1.77.6 0-73.5 G] 22 21 13 SHORT ` 1,0.•.. ..,.l, 62 +180 +t•5-8 SIDE -LGCNSF••.F� 64 +1.758 1 +1.74 eg +1-772 GLASS TYPE 3 " No.56705 "r 87-718 1 +1-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ��I 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ST TL F LU 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. s/ONAI- `''Irllilttt�, A.LYNN MILLER P.E. REN 58705 TABLE 4: Window Design Pressure(+!-,p9Q for Glass Types 2 B 4 Long Side On) 87-718 72 is 60 84 88 92 96 100 104 109-112 112 118 120 124 128 132 138 140 144 30 7.80 +7-80 7$0 +/40 7-80 +1.80 +1.80 7$0 +1$0 +/•80 +/-80 +1.80 +1.80 +I-8D +/.80 +I.80 +1-80 +/$0 +t-80 7-00 32 +1.80 +/-80 +1$0 +1.80 +1-80 +l +71.80 +/•80 7 +/•80 +1$0 +I.8O 7.80 +/$0 +/-8D +1.80 +/$0 +1-80 +1.80 34 7$0 7$0 7$0 +/$0 +I-8D +1.80 +1 7$0 +-Iso r/M +I.8O 7-80 H.80 +/-80 +/.80 +1.80 +I.80 PRODUCT REVISED 36 H-80 +1.80 +l$0 7.80 7-80 +/$0 +/-80 +/$p +/-80 +1-80 +/.80 7.80 7$0 7$0 +/$0 +/.80 esilding odffigwishtheFlmlde 38 +/.80 +l$0 +1.80 7-80 7.80 +1-80 +1.80 +1-80 *71.80 +1-80 +/$0 +71.80 7.80 +l$D Building Code IS Og� 40 +1 +l$0 +1$0 H-80 +1.80 +/$0 +1.80 H.80 +1$0 +1$0 +/$0 +71.80 A*P,-oeo No ,int bate �9 42 7.80 7$11 7.80 +/.80 7-80 +/.80 +/•80 +1.80 a1-80 7-80 +/$0 44 +1.80 +1-80 +1$0 +1.80 +1$0 +1.80 +1-80 +/-80 +1.80 +1.80 13Y 46 7$0 +1.80 +t-80 +/$p +1$0 +/$0 +/ al.80 +/•BO Mia, Dade uct ntral 48 7-80 +1.80 +f-80 +!$D +1.80 +1$0 +1$0 +1-80 • 59 +/-80 +1.80 +1.80 +l•BO +!$0 7-80 r1-80 52 7.80 7-80 +/$0 +/$0 7.80 7.79.1 NO CHANGE THlS SHEET 64 7.80 7.80 +1-80 +/.80 +/-78.6 DATE:07102/15 m 58 +/$0 +1-80 7•&0 al•79.1 > 58 7.80 7.80 7$0 60 +1$0 +1$0 +179.3 62 7.80 +1.80 64 •••• 487.718 7-BD j a N •ne8 • NOTA' • • • 3 ••••1A"K DIMEN649 SNE FOR FLANGED WINDOWS,SUBTRACT T FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O `� 0 o • 2)FOR SIZES NOTBHOWN,ROUND U TO E N€XT AVAILABLE SHORT OR LONG DIMENSION. 0 N n clad a ••0))FOR ARCHITECTU&4L WINDOWS, EST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.*00 JO cq p Z u 0 a • 49 -1 w � •• •• z in iJi w J • • • •••••• U U_ X y LU ••••• •••• �TABLE DIMENSIONS MAY BET" Z m O 0a :000r: i s•••: •see*• GLASS"Nom. ORIENTED VERTICALLY OR I o .O i O c•1 0 STACK7116'LAMINATED .-z n-Z fq `- • 7116"LAMINATRD•• • GLASS STACK HORIZONTALLY AS SHOWN. i- m O GLASS STAJ� I - LONG •••••• 0000 3118'HEAT STRENGTHENED GLASS g1OE • •••••• • • •09'PVBINTERLAYER 3/18'TEMPE4.-E 3118'HEAT STRENGTHENED GLASS �- LONG SIDE 0) LU laa4S ••••••3,18'HEgT pjFtj� ED GLASS STRENGTHENED GLASS 711 --• _._-,090'PVS INTERLAYER - ® ZIr • 11 SHORT SIDE 11 '0' at�S USED AT CURVED SHORT �-- Z p FRAME MEMBERS ONLY 29 5/B• FRAME MEMBERS ONLYO 5!8' SIDE 0 3 Z R N 11-718'O.C.MAX. GLASS BITE @ 11-71W O.C.MAXGLASS BITE 1-3 U y 33 w as LONG SIDE EXTERIOR EXTE �~ agl1osa0 seueg a 20 13 G' 13 � - GLASS TYPE 2 GLASS TYPE 4 SHORT // LONG �`tt11�1'NN 11 yze SIDE f/ �Q SIDE N & /// Mo.58-105 SHORT -i7••, (�L �7 l SIDE T r - U! t�'•..fit ORt1):�''• A.LYNN MILLER,P.E. PZ#58708 TABLE 6: _ Window Design Pressure(+4,pat)forGlass Type 5 Lung 7116'LAMINATED 67.718 72 76 80 1 84 88 92 96 100 104 1 108.112 GLASS STACK 30 +901-125.4 +901.120 +90.115.5 +90-111.5 +90f-108.5 +901.106 +901-104.5 +901-103.5 +90-1025 +901.100.7 +90'•97.9 .090'$O INTERLAYER 32 +001-118.9 +90.1108 +901-105.3 +90-101.8 +901.98.7 +906.95.7 +901-92.3 +901-90.6 +901-90.3 +1-89.9 +1.89 34 +901-108.9 +901.103 +U-9fle +90-95.1 +901-91.8 +/ 2 +/-84.4 +/-81.5 +1.80.1 +1-79.8 x1.79.4 3116'ANNEALED GLASS 30 +901-102.8 +90-97.1 +901-928 +/•88.9 +/-85.5 +1-826 +1.79.7 +1-77.2 +1-75.1 +1.73.4 -1•722 3116"ANNEALED GLASS PRODUCT REVISED 36 +901.98.4 +90-922 +1.687 0.83.2 +/$0.7 +1-78.1 +1.76.2 +/.725 +/-70.3 +/88.5 +1-08.3 as comPlYin6�viilt 6m F{otide 40 +901.94.6 +/-68.2 +1$2.8 +/•79.6 +1-77.2 +1-74.3 +1.71.3 +1$7.9 +1$5.1 +/$3.4 +/-61.8 4 11 Iy Building Co do t5 acs 42 +90f-91.3 +f$4.7 +!•80.7 */-77.4 H-74.3 +(.71.3 +/-88.2 +f-84.7 081.8 +1596 +1.68.2 .�J-. Aaeplmta No USED AT CURVED lN�1' Dma Iq E44 +/-8113 +1.82.4 +/-78.9 +/-75.4 +1.72 1 +/$69 0-05.6 +/$22 +149.7 +/57.5 FRAME MEMBERS ONLY 29 51W 48 +1$5.4 +1.80.8 +1.77.2 +1-73.8 +1-70.1 +7.868 +163.5 +180.3 +147.7 (�11-7/8"Q.C.MAX. GLASS SITE �- LONG SIDE 48 0$27 +1.79.3 +1.75.8 +/-71.9 +/-88.3 +649 0$1.5 +/-562 50 +1$0.9 +1.71.5 +1.74.1 +/-70.3 +1.86.7 .11811 059.7 1.3 By ade 52 +1-79.1 +1-75.8 +1.724 +/-88.8 +1$5.1 +/$1.5 64 +1.774 +1.73.8 +1.70.5 +1-87.3 +1$3.5 EXTFRI R SHORT Q NO CHANGE THIS SHEET 58 +1-76.8 +1-72 +/.8.8 +1-85.3 �-7 20 13 SIDE a DATE:07102115 68 +I-742 +1-70.3 +/•88.8 1 `vim' m 60 +/•7zt +1.46.7 +1-85 I GLASS TYPE 5 82 1 +1.71.2 +/ v • 64 +/•697 �- LONG SIDE • •ms +1-863 • ••• M to Q SHORT to 1) CK DIMENSIONS SAWN.F(9h FLANGE*WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE SIDE THE BUCK DIMENSION. a S "sS 2)FOR SIZES NOT SHOWN ROUND UP TO TIRE NEXT AVAILABLE SHORT OR LONG DIMENSION. O �FOR ARCHITECTURAL WINDOWS.FIND TFI�tRellI�Ar WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O p )�41 IMIL4ET APPLIES ONLY TC.FLANGE ANQF•QUAL--SEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N atop K •••:•• •••••: �••�•• TABLE DIMENSIONS MAY BE OJ c W ••••• • •••• ORIENTED VERTICALLY OR $ Z Mo 0 • •••••• • • HORIZONTALLY AS SHOWN. Z U- W • • • •••• UU XS2 Q a •••••• WW •TABLE 6:• F Z m Y 0 Oma ••••• �•••• iM(ndow Design Pressure(+4,psf)forGlass Type 7 /a o O 6 � O m o • Long Side(n) Y/ z o:.Z o • • 87-716 •60 84 88 92 98 100 104 109-112 1-1718"NOM. _ • BO• 7116'LAMINATED +90/_130 +901- +90/. +9018128 +90.1720 +9N-119.6 *901.11111 +901.117 +90'.1158 +901-112.7 +90-109.9 GLASS STACK pQq 32 «901-1B& 1251 +901-11. +W. 4.8 +90 411.5 +90144.1 +901.104.3 +901.102.4 +901.102 +901-101.4 +90-99.7 GLASS STACK 34 +901-123. +90.1 8.4 +901.111.7 +90.107.5 +90f-103.8 +901-09.7 +9D1.95.3 +901.92.1 +901-90.5 +1.90 +/-89.8 J SHORT 38 Of «901.118 +90-1068 +901-104.8 +90.100.5 •.94.96.8 +901.93.3 0-90 +l-87.3 +184.9 +1$2.3 +/.81.2 3h18"7EMPERED GLASS 11 3/18'ANNEALED GLASS ^`I SIDE r ® Z 38 +901.111.2 +�-104.2 +901-979 +901-94 +90.91.5 +/.88.2 0$4.9 +/-81.9 +179.4 +!•78.4 +l-74.3 3/18'ANNEALED GLASS 3 Z 40 +901.168.9 +90-99.6 +90-934 +90.90.1 +1.67.2 +1.04 +/-80.5 +f-767 +/•73.5 0.70.9 +l-89 7/16'AIR SPACE -_---_-•090"SG INTERLAYER zC O 42 +901-103.2 +90-95.7 +901.91.2 +147.4 +I-84 +l-866 0.77 +1-731 +189.8 +1.88.9 0$5.2 ¢ Z a/o-S 17 IlU y 44 +901-99.7 «90.93.1 +1.89.1 +1-115.2 +1-61.4 +1.77.8 +/.74.1 +1.70.3 +187.5 083.9 11 o 46 +901.98.5 +90.91.3 +"87.2 +!$3.2 r1-79.2 r/-754 +/-71.7 +/$fl 1 +185.1 5 LONG 3' Z h N 48 +901•93.5 -1�.6 +1$5.4 +!$1.2 +/•77.2 0-73.3 0-89 5 +l-858 USED AT CURVED 50 .901-91.4 r/.87,8 +1.83SIDE 'y$ .7 +1.79.4 *1.75.3 -1•i1.3 0$7 5 w (A 52 +/•89.4 0.85.5 0-01.8 +1-77.7 +1-73.5 +1.89.6 FRAME MEMBERS ONLY 29 GLASS BITE O wo a a mQ 11-7/8'O.C.MAX. 54 +/$7.5 +/ .4 +1.79.8 0-78 +1.71.8 1-3 apt •asap seua5 68 +!•658 «141.4 +/475 -1-73.8 58 +1.83.8 +/-79.4 +l-75.4 -77's7i -71-476 +1. 5 EXTERIOR 1-1 �� .0•'�,�'73. 22 21 13 IISHORT ` LYNN ++1/5SDEdi�eB84 /-7$ 8 774 >ceNSFGLASS TYPE 7 •.Fp 87.718 +1.749it l No.58"105 NOTES: ' 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �/�• _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 'T3 " 5"/LL'- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ;n U 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. :() S ATL F CC/ A. 'If WLER,P.E. P.E.9 68706 TABLE 7: _ Window Design Pressure(+l-,poQ for Glass Types 8 8 8 LOM Side On) 67-718 72 78 80 84 86 92 98 100 104 t 112 712 118 120 124 128 132 138 140 144 30 +901-130 +901.130 +9W130 + •13D +901.130 +901.130 +901-130 +9W-130 +901-130 +90%130 +901.130 +9W13D +901.130 +9W-130 +9W-130 +907.130 +901.130 +90_130 +9W4 +9.130 32 +901-130 +90_130 +901.130 +901.130 +901.130 +901-130 +901-130 +901-13D +9W-13D +901-130 +901-130 +901-130 +901.1 +90_130 +901.130 +90_130 +90_130 +901-130 +901.130 34 +907-130 +90_130 +90_130 +901.130 +901-13D +901-130 +901-130 +901.130 +901-13D +9W-130 + •130 +901-130 +901-130 +907.130 +90_73D +901.1 +901.130 PRODUCT REVISED 8 _+90_73D +901.1 +90_130 +901-13D +901.130 +901.130 +901.130 +901.130 +90_130 +901.1 +901.1 +90_130 +907.130 +901.130 +90_130 + .130 as coroplyin8 w8h the FWft 38 +901-130 +9W13D +9W-130 +901-130 +90!•130 +9W130 +901.130 +907.130 +901.130 +901-130 +901.130 + 1.130 +901.129.2 +901.127.3 AcBuildingICodNo e 16-0 5�8, 40 +9W-130 +901-130 +90/-130 +901-130 +�J.130 +90_130 +9W-130 +9011 +90_130 +901-128.8 +90_123.2 +9W422 Accepfi at P.iref Date )9 42 +901.130 +901-130 +901-130 +9W13D +901130 +901.130 +901.1 +9d-129.3 +90'-123.2 +901-119.7 +901-118.4 44 +901.130 +9W.13D +9W-13D +901-130 +9W-13D +9W-130 +901-130 +90'-124.5 +0.119.4 +9W.116 BY 46 +901-130 +9W130 +901.130 +9WA30 +901.130 +901-13D +901-128.9 +90'-120.5 +90.115.3 Mierti ade 401 48 +901.130 +901130 +901.130 +9W13D +901-130 +901-129.7 +901.123 +90'•118.5 01 60 +9W.130 +901.130 +901-130 +901.130 +901-130 +90.126.2+89.41-119. 2 52 +901-130 +901-130 +W{_t3D +901-130 +901430 +88.81.123 c NO CHANGE THIS SHEET 54 +9W-130 +9W130 +901.130 +901.13D +88.81-127.1 z DATE:U7/2/15 m 56 +901-130 +907-130 *901.130 +89.41.129 58 +901-13D +901.130 +901.130 x 80 + 1 -130 +89.8f-129. • 02 +901- 430 ••• +90-130 +90_130 • +901-13D • c7 Y 4 •• zee +a- NOTES: .NOTES: _,•� • BUCK DIMENSIONSGHOWN.FOR FL44yvyyVjll�OWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. p 4 O $$��QQFF��SIZES NOT SHOWN,ROUND UP TO__TTTTii€€�7EXT AVAILABLE SHORT OR LONG DIMENSION. N 't e7a0 NO N ••3)F $ARCHITE RAL WINDOWS,FINDO'YE Sj&LEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }of ••t).TYi�SHEET A 1 C(TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS. O A A • • •••••• (p�� pq Sr 00 • • 0000•• •••••• L=.7W X� 0000•• • • 0000 4LlZ 00 aN • • • •••••• TABLE DIMENSIONS MAY BE T[ Fo 03 X C9 mnd •••••• •••• • ORIENTED VERTICALLY OR I o .0 0 o • 0000•• .-z n.z m • • 1-1118•NOM. HORIZONTALLY AS SHOWN. F LU LL •••••• •••�/16•LAMIN ED •• GLASS STACK GLASS STACK LONG SIDE O ••••• GLASS -.OgO'SG INTERLAYER 3/18'TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS � LONGSIDE 0 )g w laays 3116'HEAT 3110'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18'AIRSPACE _,080•SG INTERLAYER SHORT 1 de LU F 3/16'HEAT STRENGTHENED GLASS SIDE �Q O W Z 4 11 - + SHORT ¢ Z it al 11 y USED AT CURVE --i 1 1� SIDE O 'S Z c��1co� FRAME MEMBERS ONLY 29 818• USED AT CURVEO �• w W C9 ti 11-7/8'EMBO.C.MAX. FRAME MEMBERS ONLY 29 O (p C911.3 GLASS BITE 11.718'O.C.MAX 1-g GLASS SITE �- LONG SIDE -►{ U_ a a (� _ a8ll 'ase0 seua5 EXTERIOR ' `0 EXTERIOR 2p 13 a 22 21 13 SS DET w LON SDE \��\�ONV 1LYN/V GLASS TYPE 6 GLASS TYPE 8 P�,•' \\CEN�F•.�Fp No.66705 SHORT -'t7 SIDE ••. ' s ATL r IS •Z�•; (h•. �'SSrUNAt. C^` A.LYNN MILLER.P.E. P.E.058705 2X WOOD BUCKSTRIP INSTALLATION __ —` EDGE OR FRAMING,SEE INSTALLATION - EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE S INSTALLATION '-_- EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A { 114•MAX SEE NOTE 2,THIS SHEET ° EMBEDMENI SHIM NP.ANCHOR TYPE.EMBEDMENT AND EDGE PRODUCT REVISED 1 j EDGE DISTANCE PER SUBSTRATE. DISTANCE O co"PIYro8 Woh B\uldiog Godo EDGESEE TABLE S•THIS SHEET 8 pcceplance No I�'fl r a9 DISTANCE 1'M Dela ) �114'MAX ° 1 SHIM 1 BY � Mi r de Pcoduot 4 TYP.ANCHOR TYPE,, - EMBEDMENT AND EDGE -- - z NO CHANCE THIS SHEET 11 DISTANCE PER SUBSTRATE, DATE:07/02115 SEE TABLE 8,THIS SHEET 11 °1 USED AT CURVED EXTERIOR. - • •• 29 FRAME MEMBERS ONLY • • • @ 11-7/8.O.C.MAX. CONCRETE/CA7U 4 11 ' •••••• • •• •• PER ANCHOR 4„F____ � VISIBLE LIGHT WIDTH= 5 ° ::*00: • • REQUIREMENT WINDOW BUCK WIDTH-2-314' ••• •• M Q • ••• WINDOW BUCK WIDTH CONCRETE/CMU Y •••••• WtND� ••---- -_— - PERANCHOR - •• BUCK EXT�ELR.,IOR IP-TO-TIP WINDOW WIDTH REQU EMENT • HEIGHT Y' ••• --{ HORIZONTAL SECTION A-A �°- ,a O R 0000•• • 1/4'MAX.SHIM I a a s N N 04 •000••IP-TO-TIP �•••• • 0.0• (�A •••••i INDOW • ••• #12 STEEL Z LL Ij ? ura0 D HEIGHT VISIBLE• SELF-DRILLING SMS � ,*• • •• TABLE& =IIj W • • to • (G5),SEE TABLE 8, MIM Edge _ ••••: ItEIGHOT • THIS SHEET Anchor ��e Dlatenco Mtn.EmhedmeM M HV UUP Z x N eon 5 WdrlI1D • •• .L Southam hre(S .88 9i f F— ED 0 Y 7 aN •••••• - Aluminum,8083.78 min. t` O zo Z o • •�il3ra • • •• INSTALLATION e1z arala a10 ss screw A24 Steel yg• o.ox+ +Y z d z °� O • •• • METHOD D Steel stud Gr.33 role. 318' 0.045 /8 Ge• tY p • • •• INSTALLATION ANCHOR --- P.T.Southam Plrra(SG-0.85) 9118' 1-373' 12, Z m 0000•• • • • UNDERNEATH THE Aluminum,8083-TB role. 318' 0.083'• 1Y 0 • • •• 912 or p14 Steel Screw(68) • BEADING EXTERIOR Aud,Or.Steel 3/8' 0'(18, 12' Z F Ieays 8tee18lud,Or.93 role. 318' 0.045'(18 Ga)• 12" urigroLded CMU,(AS 690) 2-1IY 1 1-114' 12" MIAMI-DARE APPROVED MULLION 114'410 SS CreteFlox Cenerete(role.3.35 keq I. 1-314' tY Z 2+ (SEE SEPERATE NOA),ALUMINUM. Concrete role.2.88 kel 1' 13)4• 12' O ~ 8 STEEL FRAMING OR STEEL STUD. Conorew(mbr.2.88 keq 2-1/Y 1313 tY m Z Z afo SEE SUBSTRATE PROPERTIES, Ile Steal Ultrecon Uttgrouled CMU,(ASTM G80 2.1/Y 1-V4' 1Y 0 $ W N o 5 TABLE S,THIS SHEET Grouted CMU TM C-9D 2-11Y 1314' 1Y p I; _f1/a"MAX SHIM 5J76'Steel Ultrecon Carorete(min.3.5 keq 1-1/4' 1.314' 12' W 3 Grouted CMU ASTM Ca10F 2.112 1318 1 12, LL LL d •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a9t1 •�sa0 sel�a5 IX WOOD BUCKSTRIP, • SEE NOTE 2,THIS SHEETLYNN CONCRETE PER •a �,\G[NSF _(jQ EMBEDMENT ° ANCHOR INSTALLATION NOTES: Q 1 °' • REQUIREMENT �l r •t�t I 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.58705 II• EDGE• • °• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1 X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE INSTALLATION t�� pISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 02X'ARE 1-11Y THICK OR GREATER. n •' 7 '` JC �rz TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING n'•, S7\`E Of SUBSTRATE,SEE TABLE B,THIS SHEET JURISDICTION. - %S'.;°C ORIDt`.•'•��\;� VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. S/0Nr ``,.•`' 'ffr7111:1�\\, 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.d58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1 X WOOD BUCK STRIP, EMBEDMENT SEE NOTE 2,THIS SHEET < INSTALLATION1/4'MAX TDMENT y{ SHIM TYP.ANCHOR TYPE,EMBEDMENT AND YPE E EMBEDMENT EDGE - - EDGE DISTANCE PER SUBSTRATE. DISTANCE PRODUCT REVISED B SEE TABLE S.THIS SHEET as Building complying with the Florida EDGE �uildutg Code DISTANCE Acceptance No 15"05 .'Z6 •' --� imtion Data )q 114•MAX 2 SHIM 2 - M Dade Product 4 TYP.ANCHOR TYPE, ' EMBEDMENT AND EDGE " , ¢ NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, 11 DATE:07102/15 SEE TABLE 9,THIS SHEET EXTERIOR m EXTERIOR USED AT CURVED e m•,'. 4 1 • •• 29 FRAME MEMBERS ONLY 11-71W O.C.MAX. VISIBLE LIGHT WIDTH= 6 • • • • • CONCRETE/CMU I WINDOW BUCK WIDTH-2-3/4' •••••• •• • PER ANCHOR WINDOW BUCK WIDTH • • • 0 • REQUIREMENT - .. • •••• • • • I � U }� CaO BPERANCHOR0 BUCK HORIZONTAL SECTION C-C REQUIREMENT 0 • WHEGHT • 1/4"MAX.SHIM • n4ay 411,1111 C'4 •• • 912 STEEL O W -� N •••:•• • • • • SELF•DRILLINO SMS O �i[ND SIBLE (G5),SEE TABLE 8, z (i ••••• TABLE 9: =LL X— •• • THIS SHEET Subalmte Min•Edge Min•Embadmenl Max O.C. =W f �1•• • Anchor Distance 8 Ing �J Z O•••• W P..Sout m na(80-0.66) & - S• 1 F �O C7 920 • • BUCK • • _ Aluminum 808376 min. .063' 2' > 0 C) �• Z o *:41104111 • HEIGHT• • _ 912 or 914 410 SS Screw A35 Steel 3/s' 0.983'• 1Y o 6> O h+ela• • • INSTALLATION a Z LLo • • Steel Stud Or.33 min. 318 0.046'1 Oe' 12' v F-' Z • • •• TYPE H P.T.Southern Pure(96=0.86 9118• 1-3/8' 12• � O 000000 • EXTERIOR Aluminum.808376 min. 318' 0.083'• 1Y I"- ~ •• •• 912 or d14 Steal screw(65) A38 Bfeel 3/s• 0.083'• tY H • �' Steel Stud,Or.33 min. 3/8• 0.046' 1s 6a• 1Y 0 I�vs MIAMI-DADE APPROVED MULLION V4'410 S9 CreteFisx Ungrouted CMU,(ASTM 690 2-1/Y 1-1/4' 12• Z N F 21 (SEE SEPERATE NOA).ALUMINUM, Concrete(min.3.35 kel) 1' 7314' 1Y O Z Z STEEL FRAMING OR STEEL STUD. Conerele(mm.2.85 kel 1• 1-314' -12 - STEEL Concrete(min.2.85 kal) 2-1/2' 1318 1Y a Z W °as SEE SUBSTRATE PROPERTIES, 1/4'Steel Ullracon Ungreuted CMU,(ASTM 680) 2-VY 1-1/4' tY O TABLE B,THIS SHEET 6 Oreuled CMU 87M 690 -1/Y 1-314' tY t_ O � t•aQ —r1/4"MAX SHIM s/te'Steel UOmcone(mut.3.8 kai 1-114• 1-3f4' fY 1 Omuled CMU ASTM 690 2-11Y 1314' 12' OLL tQ d T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. atPl �sap seua5 } 1X WOOD SUCKSTRIP, I SEE NOTE 2,THIS SHEET �N� LYN ;. "1N ,.. . CONCRETE PER P,. V\C£N$t•••.l�� EMBEDMENT , ANCHOR INSTALLATION NOTES: "• <•� REQUIREMENT _ IJp.66705 •'1`- 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • -.G t4 INSTALLATION • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE •, 7 r y! •.4�. TYPE F I+--- EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED OIRECTLYTO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X'ARE 1-lWTHICK OR GREATER. OF DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING F- ••N/1/� SUBSTRATE.SEE TABLE 9,THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. It 1 i i l t t' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.Ed{58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE —�I EMBEDMENT NOR OTE 2, HIS SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET __- _ EDGE EDGE DISTANCE DISTANCE I 1/4'MAX EDGE DISTANCE -�•I INSTALLATION c� -�1 SHIM TYPE,I 2X WOOD BUCKSTRIP PRODUCT REVISED O OR FRAM NG,SEE OR FRAMING,SEE as Buildi�mping ing�riththe Florida OR FRAMING,SEE NOTE 2,THIS SHEET Boildmg Cada 15Q NOTE 2,THIS SHEET Acceptenm No ll _ itation Data 114"MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 B SEE TABLE 10,THIS SHEET IM Prod+xl OYeMf EMBEDMENT NO CHANGE THIS SHEET 11 3 EMBEDMENT DATE: /02115 m USED AT CURVED --- EXJEMOR• 29 FRAME MEMBERS ONLY __• @ 11-71W O.C.MAX. • �Y :•••• ••• : •••• 11 EXTERIOR M Q •••••• • • 4 11 to "Ba •:•t BUCK • • • I VISIBLE LIGHT WIDTH= 5 4 O • HEIGHT • •••••• 1�-—' WINDOW BUCK WIDTH-2314' U) N ••••• • •• •• 1!4'MAX.SHIM —+-� �+-- WINDOW BUCK WIDTH (�'�N I..- e� cQ II o •••••• • • i W N 09000 VISIBLE •0 -1k • INSTALLATION HORIZONTAL SECTION E-E 0 0 =W Ln LL -1 LIGHT••• • • • TYPE L O UHEIGHT _ X d • WINDOW • • •••• Z 0�0 O C9 �1aa ••••• z • BUCK • •••••• 010 STEEL > p YO Z o ••••••HEIGHT-•• ••i••• SELF-DRILLING SMS_ Z 0-Z • 2.3/4"• • (GS),SEE TABLE 10, O LL • •• • •• THIS SHEET • TABLE 10: �p •••••• • • • • Anchor Subs to Min.Edge Mex.O.C. •••• • • • Dtstance spacing t- • • 2.1/2 x.113 Box a l P.T.3oulhem Pine =0. 5/18" S. ® taays 2-1/2'x.131°Gammon Nail P.T.Southem Pine SO .55) 3/8" � O 21 2-112'x.14 5"RooBn Nall P.T.Southern Pine -0 ') 318° 5° O Z P.T.Southern Pine SG=0.85 1/2" 5° -- g 2X WOOD BUCKSTRIP EXTERIOR 0.093'Aluminum 8083-T5 min. 5N8" 5" uQ. Z �a�s OR FRAMING,SEE 010 x 1'Steel Screw' 1118"A35 Steel 5118° 51 NOTE 2,THIS SHEET 0,045" 18 Ge Steat Stud Gt.33 5118" 5" 5 �1f4'NAX SHIM MIAMI•DADE APPROVED MULLION W (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O LL LL d 4 STEEL FRAMING OR STEEL STUD. aIl!! aeap seoag SEE SUBSTRATE.PROPERTIES, v TABLE 10,THIS SHEET INSTALLATION 11j17� TYPE J EDGE DISTANCE \�•P�,��oC�YkCE is *-LYNIV 4fi..Op INSTALLATION NOTES: SF'••, n f, No.58705 z`r TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �•f— EMBEDMENT AND EDGE DISTANCE PER _ "�•"--- SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS I$LESS THAN 1-112'.1X WOOD BUCKS ARE ,-tl C OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112'THICK OR GREATER. '��.•, N/55 INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING :QSTATE OF VERTICAL SECTION F-F JURISDICTION. 3.FOR ATTACHMENT � TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ' �I, 10NAL "/I I I I I /IIIII OW, 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION DA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION [j 114,MAX ANCHORS MAY BE NO METHOD ONLY, Q SHIM •MORE THAN 8'O.C. ANCHORS MAY BE NO EMBEDMENT 1X WOOD BUCKSTRIP,SEE •a PRODUCT REVISBD Is MORE THAN S'O.C. NOTE 2,THIS SHEET as complying with the Florida_(- 2X WOOD SUCKSTRIP OR FRAMING,SEE Building Cod � e NOTE 2,THIS SHEET Acceplmroa No �1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND •• piration 3 SHIM EDGE DISTANCE PER SUBSTRATE, Dy 4 TYP.ANCHOR TYPE, S SEE TABLE 11,THIS SHEET Mi a ucl Control EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 a DTE:07/0?J16 USED AT CURVED EDGE 4444 �' EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE z° •• @ 11-7/8'O.C.MAX. DISTANCE • • • - -- •••• • •••• • •a CONCRETE/CMU 11 • • • •••••• ••• •• PERANCHOR O Q REQUIREMENT 4 CONCRETE/CMU '"aa 5 PER ANCHORBW 1/4" AX SHIM VISIBLE LIGHT WIDTH- REQUIREMENT 17 HEIGHT WINDOW BUCK WIDTH-2314' ❑ p • •••••• EXTERIOR }r, atop N ••••• WINDOW BUCK WIDTH }--� (�N N K ••• •• •• V O R w • • J ••••• LIGHT • •••••• INSTALLATION TYPE O HORIZONTAL SECTION G-G °z W)LL C80 JLLF • EIGHT=• ••• • • FOR THIS INSTALLATION U U O g 7 ••••• WINDOW •••• METHOD ONLY, TABLE 11: Z m O O ana • BUCK • •••••• ANCHORS MAYBE NO substrate Mtn.Edge Min Embedment Max.O.C. O y a O o HEIGHT- • MORE THAN B'O.C. tlatance S o O of ••••• 2-3/4' •• •••000 P.T.Southam P a 6=0.85 8118' 1318' 8' c- .. LL • Alumtran 808315 min. 3/ 0.083• 6° O • ••• • • •• #12 STEEL d12 orN14 410 SS 6'arew A38 Steel 3/8' 0.083'• 8' to 0:0•• • • • SELF-DRILLING SMS 3tee18tud d.33 min. 318' 0.048.18 Ga• 8' 414140 • • • (G5).SEE TABLE 40, P.T,SOu9taz11 Pine Ge0.35 9118• 1.318' 8" ® y T.— • • THIS SHEET Aluminum,8083.15 min. 318' 0.083" 8' Z #12 or 914 Steal Som.(65) A38 Steel 318" 0.063' I 8• � F 21 TYP.ANCHOR TYPE, EXTERIOR Steel Btu d.33 mm45'. 318' 0.018 Cia' 8' F p Z EMBEDMENT AND EDGE U uled CMU ASTM C-90 2-117 1414" 17 < O aloes s DISTANCE PER SUBSTRATE, 114"410 SS CnitaFlee Concreta(min.3.35 kei) 1' 13/4' 17 u. Z a CC SEE TABLE 11.THIS SHEET Concrete min.2.35 kel 1' 1-314' 17 � 3 y N 5 �1l4'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2BS kat 2-1YI 1.3/8 17 ,Q, Z (SEE SEPERATE NOA).ALUMINUM, 114"Steel ultreocn U routed CMU,(ASTM C•90 2-117 1-1/4' 17 STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM C4i0 2.117 1314" 17 LL LL a a SEE SUBSTRATE PROPERTIES, Conerete min.3.5 hal 1-1/4' 13/4' 17 eaf •ossa sar,es INSTALLATION TABLE I1.T HIS SHEET 5118'steel utfacon Grouted CMU STM C-90 z-1t7 13/4• 12- 1X WOOD SUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N Q SEE NOTE 2,THIS SHEET �� NY LYNN ��r' L10EN3h-'l�F.p�i • INSTALLATION NOTES: ' EMBEDMENTMo.58705 _ '• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.17.1X WOOD BUCKS ARE '-il :Ll- OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'ZX'ARE 1-1l7 THICK OR GREATER. 7 EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 0 '•, S LATE OF DISTANCE JURISDICTION. %C��;F/oRmI, 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 'i�yvl�lA�_ VERTICAL SECTION H-H - 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.EJi Sa705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR IN FRAMES PRODUCTREVISED m canplying wk6 the Florida BuildioS Code AcceplmtceNo 15-0628-1(a irelial Date t� ANGLEDICURVED ANGLEO/CURVED �� 1 FRAME ASSEMBLY FRAME ASSEMBLY ey 90°CORNER 90°CORNER Miam ede Product Con I FRAME ASSEMBLY I FRAME ASSEMBLY NO CHANGE THIS SHEET I m DATE:07/02/15 � I I 10 i m 10 I i m ALL COUSE GASKET I USE RNERS TO • I ALL CORNERS TO •Awa lEALq� •SKET • • • 1 // AND/OR SEALANT • • I // I a $ e •••••• �•• //• J / EQUAL•LEG FRAME t I •• I •••• FLANGE FRAME 000000 • MITERED FRAME WITH INTERIOR I N (D A atop r•• • / MITERED FRAME AND EXTERIOR FRAME WELDS R ••••• • •�� AND EXTERIOR FRAME WELDS I J �j W N • • • f�tt 1•IWME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 0 J J z SCREW BOSSES.SEALANT AT ALL CORNERS z 11• to U. __j u•M0'0 g 000•: . • •••••• SCREW BOSSES.SEALANT AT ALL CORNERS W U X y A . • ••••s• •••• F W co0 0 W sx0 • • • •••••• I�.> Op z z o •.•••• •••• ••t••• 2.7�� .094.2-+IIS .09 2.794iF� p Z a z ^ O • • Zj •1�LlT2! • • • • t] o .074' 082° .074' 082" .074' 082° ZZd Item 1.375• 1.375• ® N N taavS # PGTPert# • • Descrtp0on Material 1.675 438" �0' 433 •�' 435 z 0 1 42630 Flanged Frame Alum.606376 1.000 56D' .o5Dw10°� --{�-- .050•�°°�' --{{-t- .050•x°8' S 2 4285 EquaWegFrame Ahlm.606375 �� 1.125 a °DJS 3 4266 klttlgrel Fin Frame Alum.808376 O FLANGE FRAME O EQUAL-LEG FRAME 077 Z O N 4 4265 7116"Leml.Glass Bea3ng Alum.6083.76 #4253C,6083-T5 2 #4285,0063-T5 �— p 6 4254 I.G.Glass Beading Akan.6083T5 3 FIN FRAME v X O O #4256,6083-T6 LL to EL b- fia 4270 Installation Fastener Corer Alum.848376 Gnu •,s°a sal•es 6b 4224 Installation Fastener Corer Rigid PVC 10 706880 Gasket(at 90°comer Joints) Polyethylene �—�{ .970' i-+ R 3a5 1.037• {�— \�.��rONY•LYNN Jri//, 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.86+/-1 .375• 875 Q�.•' BICE vSF•.�ll� 13 Dov 898,GE 7700 SDicone a Equiv. + 20 71662K Seating Block,Maio.3118 x 7116'x 4" Neoprene,Dim.85+1-1 � �+I)<— •050' .050 _ No.58>05 > 21 71704AK Setting Block,I.G.3110'x 1.3132"x 4" Neoprene,Duro.85+/-1 i INSTALLATION - 71 LAMI I.G.GLASS =;U 22 DURAK716 7118 Dura9eal Spacer O 68 FASTENER COVER ;O`. 77L �S 41 O GLASS BEADING 5 BEADING 29 #8 x 1.114"FH SMS Stainless Steel 4 #4270,6063-T5 #4255,6063-T6 #4254,8083-T5 `;�5 <0RIDPI 30 781PQX 1#8 x V Quad PH SMS Stainless Stoel 11IIIII111 A.LYNN MILLER,P.E. P.EA 56705 MIAMPDiADE MMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovteconomy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DES CR ION: Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPR �D +NT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", see o leo dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signe an e` d on ivn ler,P.E., bearing the Miami—Dade County Product Control Revision stam th th'' cc nu` and expiration date by the Miami—Dade County Product Control Sec MISSILE IMPAC G:" "d S " it Impact Resistant LABELING: Each unit shall er th the manufacturer's name or logo, city, state, model/series, and following statement: ' -Dad o my Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed.in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall.he.priovided-to.the,otIser by the manufacturer or its distributors and shall be available for inspection:t thel0-0 :site gt Jhg1equekt of the Building Official. This NOA revises NOA#12-1218.09 and consists o f ibis ggUe 1%4 CvidV tce.pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez P.Egoo *00 . .. . . . . . . . . • •• •• •• • •• NOA No. 15-0519.13 MIAMI-DA DE COUNTY '• •Expiration Date: April 11,2018 7 1�/!� ••• • • • • ••• • Approval Date: July 16 2015 . Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, signed and sealed by Anthony Lynn Miller,.P.E. �I B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065, dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FSC-51h Edition (2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butocite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. .. ... . . . . . .. . .. . . . . ... . . . . ...• ..••. ... .. . • .•. Manue erez,P.E. Lt Product Conof xaminer. . . . . . . • • • • • • NOA N -0519.13 • Expiration Date: April 11,2018 Approval Date: July 16 2015 . . . . ... . . . . . . . . . . . . . ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740" Outswing Aluminum Casement Window- L.M.I."approved on 04/11/13 and expiring on 04/11/18. .. ... . . . . . .. . .. . . . . . . .. . . . . ... . . .. ... .. 0.0 . . .. • ••• ••• ••• •' Manuel a P.E. • • • • • . ' Product Cantr xaminer .. . . . • •• •' .. ' " NOA No. 5-0519.13 Expiration Date: April 11,2018 ... 2 . . . ... . • Approval Date: July 16 2015 fir- • • • . . . . . . . ... . . . . . . . .. .. 00 . .. .. ... . . . ... . . Still'LAMINATED 7t18'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK 'I ® GLASS STACK CASEMENTWINDOW DESIGN PRESSURE RATINfl IMPACT RATING .wD'BUTAGTEPVB ,490'SJ%Y KURARAY VARIES, RATED FOR LARGE BSMALL IWANNEALED BYKUPARAr 3118•ANNEALED OR —AMERICA.INC. SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE GLASS AMEwCA,INC' HPATS7RENGTHENEI3 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE G�gg 3118'ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 118•ANNEALED HEATSTRENGIVIENED VELOCITY HURRICANE ZONE(HVHZ). 37'WIDTH EXTERIOR GLASS EXTEwOR 38 CLASS 2)SHATTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS fir' REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE 25.478"MAX.O.C.IF WIDTH IS 11/16'GLASS BITE 11/18'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.478"(HEAD 8 SILL 36 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-RADE 4'MAX r-�S.SEE SHEET 2 3 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO CONCRETE MASONRY UNITS 32so 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. —� 4)ALL WOOD BUCKS LESS THAN 1.112"1HICK ARE TO BE CONSIDERED 1X _ 17-1/2" GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED ii MAX. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-11Y THICK OR A I A.SEE O.C. TAP MOM. TIS'NOM. GREATER.IX AND 2X BUCKS ) GLASS STACK GLASS GLASS STACK 7fle•LAINS4NED (WHEN USED SHALL BE DESIGNED D I PROPERLY \ \ SHEET 2 + -a-f Imo- Ous9 s7ACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION I I I ouSS STACK I$THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 118'ANNEALEDGLASS 311TANKEALFDOR 7118•AIRSPA .890-BUTACIT&M 1/4-AIRSPACE HEATSTRENGTHENED GLASS Mme' ® 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ O.C. 11B'AIa1EALED OR AMERICABY KURARAY INC. 3I76'ANNEALED .119D'S06Y KURAPAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEWEREDGLass , GLASS AMEPJCA,INC. TABLE 3,SHEET 4.NARROW JOINT SEALANT 13 USED ON ALL FOUR CORNERS OF �. I / \ 36 ire•ANNEALED 38 _9118'ANNEALED OR THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL �I�\ USE ANCHOR HEAT-STRENGTHENED CLASS SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION VISIBLE r'" / PAIR AT EACH ExiEwOR � ExrEwoa - I- LIGHT I W rt JAMB IF + SHALL DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT I 11/18' INSTRUCTIONS. HEIGHT IS GLASS 811E TIONS. (DLO) / / 2W OR OVER 37 37 11/18"GLASS BITE 8)SHIMS ARE REQUOtEDIAT EA%H ANCHOR LOCATION WHERE THE PRODUCT IS 3 3 •NOT FLUSH TO THE SMkgVR*E.USE SHIIRS f�OF TRANSFERRING 78" :*FM 10ADS.WOOD BUCKS I OTHER ST BE Sl}FFICIENTLY ANCHORED / HEIGHT 31 -� BD 31 � 5E TO RESIST LOADS IIfQ QI�,DiEM BY 111 WINDOW I / •7=OE81EN PRESSURES i • i I GLASS TYPES 4&5 GLASS TYPES 8&7 A.IIJEGATIVE DESIGN LWOS BASED ON S11♦4 W*FfClCYCLE TEST PRESSURE, I / 7/8"NOM. RRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK • ' 711V LAMINATE D •MA" DESIGN LOADS DON W TA;ftDS4PSSURE,STRUCTURAL/ GLASS STACK Ci91T%STPRESLS�ANALYSJ$� IW PER ASTM E1300. 1 I 311EaTANNEALED OR GLASS •S1Tjin 9fVFHORAGE METHODSJIHOWN HAV6WWESIGNED TORESISTTHE I 1b'aRSPacE AM'SAY KURARAY I D A S CORRE&"QPWO THE RWUIRED DFWIGN PRESSURE.THE3118'TEMPERED aMA,INC. 033-1/3%SSRESS INCRGASE HA%NOT BEEN I�I�NITHE DESIGN OF THIS T B G 33518'MWaNNea.eDOR 6WOM1016THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF J 14-1f2'MAX.O.C.!F WIDTH IS •ANCHOLRf LINTO WOOD.ANCHORS THAT c@N% dbNTACT WITH OTHER 4" 33.470.8 OVER(HEAD&SILL) EXTERIOR i �ENO7HENEb •D��pI RIAP�iCOOE FO L MS MATERIALMEET THEATJIIE OF 111E FLORIDA 30'VISIBLE f9 % ••••••�RESIST OPENING(DLO) 37 11/18'GLASS BILE 91REFERENCES:TEST REPORTS FTI-706557%358093724;ELCO ULTRACON TYP.ELEVATION OF 3 _ ADM ALUMINUM DELE�X N�OIA";�I/AF&PANWFOR VLDOD CONSTRUCTION AND CASEMENT WINDOW • • 31 32 so PRODUCT REVISED TABLE 1: Build rtg Cn with ft Florida GLASS TYPES 8&9 pc�eplence No 1 •O$19.133 1111 Lml.un DMo Glass Types Sheet# � (LYNN M1/ r/ Revised By: DOW R�vis on e C F y N_.........., R a 1 6118°Lemi(1/8 An-.0W PVB-1/8 AR) 5 GENERAL NOTES.............................1 �.j�.•��GENSE •'•. Y: r ProdacT 2 7116'Lem[(3118 An-.091r SG-3118 An) 8 ELEVATION.......................................1 2 i Revised By note: Bevis on A: 3 7116'Lam[(3118 HS-.090'SG-3/16 HS) 7 GLAZING DETAILS,...................-...1 _ r ygT05 LM 5(15/15 6TH EDITION(2014) 4 7/8°Lam].IG(118'An-7/18°Air-1/8"An-.097 PVB-1/8'An) 5 INSTALLATION.................................2 = HO. FBC UPDATE ASSEMBLY TUBE DETAILS...»........3 - 1 - ® DeseAption: Drawn By: 6 7/8'Lami.IG(1/8"T-7116'Air-118'An-.090"PVB-1/S'An) 8 = LL1 8 71WLard.10(3f18"An-114"Air-311WAn-.090'SG-3/1('An) 9 ANCHOR QUANCHOR EANTITES.�..._...........4 "U -7 �` w; GLAZING DETAILS J ROSOWSKI 7 7/8"Lemi.f0(3/18'An-114"Air•3/18'HS-.09D'SG-3/18°HS) 7 DESIGN PRESSURES..................._.6.9 LATE 1070 TECHNOLOGY DRIVE Title: ale: 8 7/S°Lam1.IG(3116"T-114°Air-3/16'An-.D90'SG-3118'An) 9 ASSEMBLY DETAILS/BOM-............10 %U.C` F/ORL��' C��'^:' N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 718"Lam(.IG(3118"T-114"Air-3/18"HS-.090'30-3118'HS 7 �,CS�IaN� ��,�.` P.D. BOX 5529 v 1j 1I 6.P. \ NOKOMIS, FL 34274 Sertes/ModeC Scoie: Sheet Drawing Na. Rev: "PVB'=BUTACIT'E 4�B BY KURARAY AMERICA,INC. A.LYNN ER,P.E. 'SG"=SENTRYGIAS`1BY KURARAY AMERICA,INC. PEii 567031 CERT. OF AULH. #29296 CA-740 NTS 1 OF 10 MD-CA740-LM A INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE - EDGE DISTANCEOPTION 4 INSTALLATION ANCHORS DISTANCE `OPTION2 INTO 2X WOOD. CONCRETFJCMU INSTALLATION ANCHORS I DIRECTLY INTO METAL. PERANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REOUIREMENT BUCK WIDTH ------- TABLE 3.SHEET 4 ATTACHED TO 82 TYP.ANCHOR SHS ATTACHED TO 15 18 FRAME SILL 10 11 TYPE. EMBEDMENT VENT SILL 89 13 #12 STEEL 4 8 8O 12 5 AND EDGE SELF-DRILLING 1 STANCE PER 32 SMS,SEE TABLE DI SUBSTRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, O SHEET 4. � 3 60 EDGE ® 18 84 DADE APPROVED 8 DISTANCE 84 � �� 39 MULLION,ALUMINUM, 35-37 4 STEEL FRAMING OR STEEL STUD. ATTACHED TO 82 82 ATTACHED TO VENT SILL 35-37 81 ••}R•M4E JAMB[ 13 EMBEDMENT 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 5 • • •••• •• 83 FOR SNUBBER REQUIREMENTS, •••••• 7(1 EXTERIOR FYTERIOR • 0 01, ;AMB • SEE TABLE 4,SHEET 4. 8 •••VENT • OPTIONAL ADDON ---- WINDOW WIDTH ,TI., • ••• • •M9 12 FLANGE @ HEAD, V • SILL&JAMBS HORIZONTAL SECTION A-A DOW•• • 81 ••• • 11 SEE DETAIL EGRESS FORMULAS: •••••WjtIGHT Al,BELOW � NOTES: WIDTH,EGRESS HWOE:IWIDTH,WASH HINGE: MNDOW WIDTH 7W WIDTH- �1/2 I• IGHT • •• • JAMB NOTES: 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 ••••• ••••• 4 10 �D- 1)USE ONLY SUBSTRATE-APPROPRIATE COMBINATION UNITS. • • VISIBLE • • • WARE ANCHORS LISTED ON TABLE 3,SHEET 4. ••••• HEIGHT • •• FOLLOW EMBEDMENT AND EDGE / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: • • (p�•••• • BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10`MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 •••••• • •• HEIGHT OPTION SHOWN MAY BE USED ON ANY /� / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10`MAX. • • • ••• • ATTACHED \ i '- FROM EACH SIDE OF THE FRAME •••••• 00000 ••0 TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/T ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED 1X ILLJ SEE TABLE BELOW: • ••••ATTACHED Tp I t INSTALLATIONS.1X WOOD BUCKS ARE • FRAME J L • 89 OPTIONAL UNIT MAY BE INSTALLED I •••••• • • _ DIRECTLY TO SUBSTRATE.WOOD BUCKS �{ 10`MAX. I AdWtlowl Amhom Required o0 each ••••• LL—+•SFE DETAIL A2,BELOW Side o10e Frame AnsemUy Tuba FAT) DEPICTED AS 2X ARE 1-11T THICK OR •ATTACWO TO GREATER.1X AND 2X BUCKS(WHEN USED) t.., Willow Anchor Type VENT JAMB 6 1/Vklh A B,C d 0 SHALL BE DESIGNED TO PROPERLY u TRANSFER LOADS TO THE STRUCTURE. 1 IP-220 0 0 - 82 WOOD BUCK DESIGN AND INSTALLATION _ 29`-21.9` 0 1 38 39 IS THE RESPONSIBILITY OF THE ENGINEER > 28't 1 1 83 OR ARCHITECT OF RECORD.MAXIMUM H Wim Arwhor�Po 17 SHIM THICKNESS TO BE 1/4'. u Height A i 20 15 18 iT-22.9' 0 1 0 82 DETAIL DETAIL 23'-25.9' 0 1 PRODUCT REVISED 21 Al A2 28•t L 1 1 1 m complying with lho Florida building code (5-051Q•I3 80 8 Aemptom No 1 1X WOOD �, /, Revised Br• Dole: Ra W,"B: Srallon Date 19 84 BUCKSTRIP, �� N.(LYNN M/ %,/ By SEE NOTE 2, \`�,��`O• ..GENS 'C44"' �' Miam Pmducf d THIS SHEET. P l Q:•' �• Revised Bg Date: RaWsioe A: 1/4'MAXSHIM N0.56705 LM 1 5/15/15 NO CHANDE THIS S.— • '- _ ® D.s dplim Grown By: CONCRETE •a• ^ EMBEDMENT ��•� e+`S'l� CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR •• t Q'. ��E OF ;'_�` 1070 TECHNOLOGY DRIVE rifle: Dole: REQUIREMENT• •6 - '1`''•• FCOR,OP..•'�-�•. N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 l%,FS : P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTIONaB-B /ONA� NOKOMIS. FL 34274 SaneslModeh Scata: Sbaet: prow q No. Rev: 1 X BUCKSTRIP INTO MASONRY. _ A.L�'�IWN18.Lw P.E. CERT. OF AUTH. $29296 CA-74O NTS 2 OF 10 MD-CA740-LM A P.Et 98706 CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED ---- w complying with the FIMM4 BuiIding Code 10',SEE NOTE 7,THIS SHEET A. t- No}5-oy�Gl•I I� FIGURE 1: - FIGURE 2: 740 SERIES��ED Bxplte0 Data AWNING /WINDOW�Miaaoi adc cf FRAME WINDOW / / / J- D ASSEMBLY�� HEIGHT �� f� TUBE FRAME ASSEMBLY TUBE NOTES: W Q \ \ / 10',SEE NOTE 7, �D uj • THIS SHEET TI DIMENSIONS SHOWN ARE 1: 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH = V. -CASEMENT J� INDIVIDUAL WINDOW.FOR SIZES NOT d I XT WINDOW I I I ' WINDOW/ W/ AVAILABLEW DTH OR HEIGHSHOWN.ROUND UP TO THE T _ ti 'yl WIDTH 1� DIMENSION SHOWN ON THE TABLES. 740 74D E i co SERIES FRAME SERIES FRAME 2)ANY 740SEPJES PRODUCT W 0 CASEMENT ASSEMBLYCASEMENT 0 5 Q WINDOW TUBE WINDOW ASSEMBLY�� (CASEMENT,AWNING • • • �-E TUBE CASEMENT)MAY BE ATTACHED TO Z - a El THE FRAME ASSEMBLY TUBE.FOR � I O •• ••• 00-0 : •••• I / �`740 SERIES ALL WINDOWS,USE THE WINDOWS d U Q • I! NOA FOR ANCHORAGE,SIZE AND • •• • • FIXED WINDOW',`' ••• • DESIGN PRESSURE LIMITATIONS. Z t( (� • • • 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE LV Lu (h •• •••••• / _ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N ca 0 u' •••7#0►:�f FS ' INDIVIDUALLY COMPLY WITH THE .- D CASEMENT • ,,��^.� •• •• / REQUIREMENTS OF THEIR r O N •••�tll111DOW •••••• / RESPECTIVE NOA. �_ O J Z • OD 0 • 4)FRAME ASSEMBLY TUBE TO BE o $O m Z ••••s• ••••• .`o: 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN _ � •••••• • • ••••• -- AWNING WICASEMENT METALS,WITH MIN.E T X SAME Y 'Lou �' O •FOR SINCjE UNITS: • WINDOW* MESAL SCREWS.USE THE SAME (A 000000 MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE W Z •1}L£OMMINE YOUR V%NP 1`SIZE OPPOSITE FRAME MEMBER Q W ••I� D GLASS. • • •••••• I STALLATION HOLES FRAME '1 J u W $Q • •••• • •• FRAME ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY O y 0 • 0 YOUR ANCHOR TYPE • • • TUBE TUBE NOT EXCEED 62"IN LENGTH(AS USED I Q inn ' UT � • • IN A 83'FLANGED WINDOW)OR BE J u YOUR ANCHOR GRO 6 • MIN.#12 X M SMS12 X USED IN TEE OR CROSS g LL U TABLE 3,SHEET 4. 1"SMS 740 SERIES THROUGH CONFIGURATIONS. THROUGH CASEMENT INSTALLATION 3)FROM SHEETS 6.0,FIND THE INSTALLATION ) ® n WINDOW HOLES 8 THE FRAME ASSEMBLY TUBE IS SHEET FOR YOUR GLASS TYPE. •l, HOLES NOT REQUIRED a n FIND THE PRODUCTS DESIGN THE SUBSTRATE.ALL EXTERIOR o PRESSURE FROM THE TABLE 740 SERIES FRAME 740 SERIES JOINTS TO BE SEALED BY INSTALLER. LABELED'DESIGN PRESSURE CASEMENT EXTERIOR CASEMENTE o x LL ASSEMBLY 740 SERIES 0 5 (PSF)FOR SINGLE WINDOWS,ALL WINDOW � TUBE WINDOW EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, o U o 0 0 ANCHOR GROUPS' CASEMENT ADDITIONAL INSTALLATION ANCHORS "t-' HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED o a o 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o z z w TIP-TO-TIP.FOR SIZES NOT 1('MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW. `� DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GBS MAKEUP,SEE FIGURES 1 8 2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Addolonel Anehm Requited on each CN( LYNN .. TABLES. Stole of Aae A'p P',��.•''��CENSt •�F•Q 5)USING THE TABLE LABELED 2)FROM SHEETS 6-8,FIND THE SHEET FOR YOUR GLASS TYPE. whwow Ant NW4NDOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE' OR DESIGN a Wth A B,c&D }' No.58705 •>c (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 1T-220' 0 0 THE NUMBER OF ANCHORS -TO-TIP.MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TOTHE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP 23'' •0' 0 1 ;C(.' _ NEEDED IN THE HEAD,SILL AND 7 •. 0 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 20•* 1 1 ••. ( T� JAMBS OF YOUR WINDOW. WMdovr gncMt (�`•, SATE F �✓` 8)INSTALL AS PER THE 4)USING YOUR WIN HEATABLE LABELED'IMNDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF ua. Howq 8,C&D ;��C•••FLURIUI^.•' 6)INET INSTRUCTIONS PER SHEET 2. 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 1" C)ha�`� 29•-26.0" 0 1 // ` t SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 28"t 1 1 A L p F-0 117m,P.E. P.Etl a67aS TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locallons PRODUCT REVISED Window Width(1n) Glass .complyingll %vith the Florida under 23' 2&15116• 27-314• 30' 33-1/2' 36' 3r ��"0 lgyy�, Anchor Group Anchor Group Anchor Gmup Anchor Gmt• Anohor Group Anchor Omup AnchorGroup PVB SG A"re I.:Del. /y)8 A 8 C&D A B C&D A B C&O A e C&O A a C&D A B C&D A 8 C&D (Types l,4&6) (Types 2,3&6.9) Baer�, Jamb a z a 2 z 2 2 z z 2 z 2 z z z z z z z 2 1r max.from Hoeft 2 2 2 2 2 2 2 2 2 2 3 2 Z 3 2 3 3 3 3 3 3 63'and None By oda pro", sass lees Regdred each std&30" 28.15118' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C max O.C. Head/SAI 2 2 2 a 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 C YY it max.from 12'max.irom Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Drat 63' each end&30' each erd&30° Q Fleadt8lp 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 S 3 4 3 max O.C, max O.C. W Jamb 4 4 4 4 6 4 4 8 4 4 8 4 4 8 4 4 6 4 6 8 4 48' 'PVB'ti BUTACiTE��(8 8Y KURARAY AMERICA,INC. U r7 Fleed/8i0 2 2 2 2 2 2 2 2 2 2 3 Z 3 3 2 3 3 3 3 4 3 'SG'=SENTRYGLAS"BY KURARAY AMERICA,INC. Jamb 4 6 4 4 e 4 4 6 4 4 B 4 6 6 4 e 8 4 a 6 4 d' 54 8' HWd1SM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 h Jamb 8 6 4 8 8 4 8 8 4 8 8 4 8 6 4 8 8 4 0 8 q 1)USE THIS TABLE FOR z V 80` ALL WINDOWS PER THE ., r Had M 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: �• Jamb e 6 8 e 8 6 6 8 0 8 8 0 8 8 t! 8 8 8 8 6 8 DIMENSIONS SHOWN ARE Fk 16 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 \ ..I WINDOWTIP-T0.TIP. t r jr W • Jamb 460 8 6 6 es 8 6 6 e 8 10 6 8 10 6 8 10 6 6 10 8 1 , /X lXt� jlX,i O 'X\ d Z Y N .626. HeaMIll 2 2 2 2• 2• 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR Sl2ES NOT X ( r Jamb 418• 8 8 8 10 6 8 10 6 a 10 6 8 10 8 8 10 8 SHOWN,ROUND UP TO g `.1 LL- • •dG• fl51$1g 2 •2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 THE NEXT AVAILABLE -- iX\\ "s •+• ~ Q _0 WIDTH OR HEIGHT / rc U F— �• • Jamb a 6 6 Ss 10 6 8 10 6 6 10 6 a 10 8 f i W , �. DIMENSION SHOWN ON � klead/SSI 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. 1X� O O N Ui r go 4444•• • • /X\ O O Z O o~ T4444• • • 4444•• \ �� «00 Q r yZ AKE&•• F/X �`•.` i o o T] W Z •• e•• • Min. Min. Anchor• • Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW.7118"ANNEALED SO LAM].GLASS. O ]�//X\ X %X i Y 449 •• Anchor ft fate •BTtgs O.C. Embedment Plate 1/4'MASONRY ANCHORS INTO CONCRETE,+701-80 PSF OP REQUIRED,NO ANCHOR PLATE • • Dletance Distance Required? (A )--' •• 'steel Ultmcon Hollow Block • 1- W 1-1/4' No CASEMENT ANCHORS: W W • • B.Pine • *11110o 1' 13fB' No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. O� O O� O J 0 g ~ A. 014,areal SM?(V, 3-TS Alum. 318' Fi/8' .060• No p p J 2 W • or#14,410 88 SMS A30 Steel 6/8' .050" No 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE pJ' ��y p�' m 0 a Z a V •• •• A88i Stud,Or. 318' 6W .035',20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. m ' S.Pins 518' 1' 13/8' No P �J P 0� k 'J 5 M a 012 steel SMS(85) 6%3-75 Alum. 318' SM- .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. 8 or#12,410 Be SMS A30 Steel 3181 S/8' .080' No -- ---- �' m A653 Stud,Or.33 3/8' Wr .036',20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. a N n w N 2.85k Concrete 2-1/2" 4' 1316' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. m 1/4'steel Ultracon 2ASk Concrete 1" 4' 1314' No 10' 10' Hollow Block 2-1/r ti• 1-114' No 4' _ x _ C S.Pine 6J8' 1' 1318' yes F)PER RULES ON SHEETS 2(3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY Imo. I o U o 5 TUBE SIDE OF THE AWNING HEAD&SILL). 4'14' I 4 = m r� 012,steel SMS(GS) 008375 Alum. 31W S1a' .0713' Yea Q _. _ W z o f or 012,410 88 SMS A30 Steel E24/2' 616' .050' Yes >,l Y O A653 Stud,Or.33 518" .045,18 Ge. Yes z Be Pure 1' 1318' yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): / Z 014,steel SMS(OS) 6083-16 Alum. SW .0713' Yea Q q)'FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70f-83.1. or 014,410 BS SMS q38 Steel 518' .060' Yea 10.8' A653 Stud,Or.33 S/8' .045',18 Ga. You B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND / 13.25' ��\`\UNV LYNN 2.05k Concrete 4- 13x4' Yee SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. / �� .•... •• Q� 1/4'steel u5reoon 2.85k Concrete 4' 1318' Yes 61• `D Hollow Block S' 1414' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. FNad Block 2-1/r 4- 13/4• Yea \ No.58705 •' 114"410 99 3.35k Concrete 1' 5- 1314" No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. — CmteFlex Hollow Block 2-1/r 6' 1414' No 3.6k Concrete 1-114• S' 1314' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. J\ •�} •, o 'd 51la'steel Ultrecon Hollow Block 3418' 8' 14/4' No 0 1y F)PER RULES ON SHEET'2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME q• 4, fV Filled Block 2-1/r 5' I-SW No C� ••.<ORID?..•' �"� ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). NOTES: �. 516 20' 20'`i S'pNAt_ 1)ANCHOR MUST EXTEND A M]MIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. - 46• --�- AIS�A0a14LEA�P.E. 2)ANCHORS MAY BE HEXHEAD,PANHFAD OR FLATHEAD. P.E.os8708 FOR GLASS TYPES: TABLE 5: PRODUCT REVISED Design Pressure"0 br Single Windows,An Anchor Groups 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) es complying with the Florida 4 7/8"LAMI.IG: 1/8"AN-7/16°AIR-1/8"AN-.090°PVB-1/8"AN B ita[tg ceaa 1�•o5(y,13 ( ) Acceptance No Window Wift RVB-BUTACIT VB BY KURARAY AMERICA,INC. n.a_n Data under 23• 2&15118• 27514' 30• 33-112' 35• 37- under 23' +701.90 +701.90 +701-90 +70150 +701.90 +701-90 +70140 °y ltd Mimnt P 26.16115' +70/5g +70190 +70150 +70150 +70150 +701.90 +70140 38-W +701-90 +70150 +7x50 +70150 +701-90 +70150 +70150 WINDOW 48• +70150 +701.90 +701.90 +70150 +70150 +70150 +70151 HEIGHT - W418' +70150 +70150 +70150 +70/•90 +TW. +70/50 +70159.2 W Q 80' +70150 +70150 +701-90 +M-/IAS «70180.8 +70177.7 +701-74.3 I wwDOW�_ W e3• +701-90 +70150 +701.80 +70154.3 +701-T8.5 «101-73.7 +701.70.1 WIDE ,TI +70150 +701-84.8 +701 75.7 +/-87.3 +/-68.9 +/-57.2 +/-85b 72' +70150 +701-87.2 +701-71.7 +601-71.5 +601-624 +601-60.9 +1.69.3 0 78` SEE SHEETS 1 A 4 FOR N W WINDOW ANCHOR Z 84• 1 +70150 1 +701.80.4 +701 71.3 +601.82.1 +1-64.2 LOCATIONS AND QUANTITIES. F- } G7 z V w Q o�S o CS • .• zQ z s� • • •••• • •• a U tae.• � • •••••• • • Design Pressure(psi lot Windows Attached to a Vertical Frame Assembly Tube .>?Q ILL. • WkW wWidtb W t-U H under 27 09000* 25-15116' 27.314• 31Y 33.172• moi• 37• I]., Q • ASO 01" AneborGroup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group to N to •- A lb! (V • D A B CED B A,CAD B A,CAD A 8 CAD B A,CAD B &CAD 00 ��yyyyJJJ ;;1P • 7u-ft 23' +701-90 +701.90 +7 . •90 +701-90 +701.90 +701-90 +701.90 +70150 +701.90 +701-90 +701.90 +701-90 +701.90 *701.90 +701-90 +701.90 +Mao .. .. = 0 y°Z +701- +70199° +701.91,a••T0/-90 +701-90 +701.90 +701-90 +701-90 +70150 +701-90 +Ta-9D +7a-9D +701-90 +701-M +7w-9D +701.90 +7G'-90 +701.90 $ 40 (n z 3B-3W +701.90• +7 - .8 +7 +7 -90 +701-81 +7d-90 +701.90 +701-90 +70'50 +701-90 +701-90 +701.90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-90 Y W g +701-73.1 +1.57.3 +701-90 +701.90 +/-84.8 +70'-90 +701-90 +701-90 +70.90 +701.87.8 +70150 +701.90 +701.75.8 +701-90 +Ta•90 +70f-w +701-88.9 +701.90 S5$ 60518" +/$9.3 +144.3 +7(r-9& 9*-90 +/-61.4 +701-90 +701.9D +701-9D +701-90 +701432 +701.90 +701.90 +701.74.8 *70150 +701-89.2 +701.91) +701.84.3 +701-892 o, • +1.66.50 M458 +70hB0Trr •ly90 +/•51.8 +701.81.2 +701.90 +701 701 -75.9 +701-90 +701-70.2 + .80.6 +701.00.3 +I-829 +70140.6 +701-75.2 +701-71.7 +701.71.2 +701-74.3 J Q z h 69" +)-5.7• + .8 +701-80.7 +701.89.5 +1.49.3 +701.77.3 +70190 +701-72.3 +701-90 +!•889 +701-84.3 1 +701.78.6 +159.9 +701-78.5 +701.71.8 +701-73.7 +1.67.8 +701-701 m'`J (n .0 W m Q n(n U •••••• • ••• FRAME `z f� btW mQ •••••• ASSEMBLY o E U • • 10,MAX. � TUBE TABLE 7: Design Pressure(pal br Windows Attached to a Horizontal Frame Assemby Tube o a m N WINDOW n N Window Width HEIGHT under 23' 2&1&18' 27-3r4• 30' 33.117 38• FRAME 9T HEIGHT �Y z„i 5 =0m a Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group TUBE WINDOW I- ADDITIONAL. Group Grail Group Group r ANCHOR r:. 0 0 All An An All B A,CB.D A B CAD A B CAD 1P MAX. WIDTH (4).IF REO. o�ao ' under 23' +701-90 +70/50 +701-90 +701-90 +70152.1 +70190 +70150 +70/78.5 +70150 +70150 +70174.3 +70190 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR o w ADDITIONAL 25.15116• +701.90 +70150 +70150 +70140 +70150 +701.90 +70/58.8 +70f-90 +701.90 +70154 +70150 +701.90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4)•IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 38.31W +70150 +701.00 +70150 +70150 +70140 +70150 +70150 +70150 +70190 +70140 +70150 +701-90 REQUIRED FOR THE FRAME ASSEMBLY ��L LYN 23` 46' +70150 +701-90 +70140 +701-90 +701-90 +70140 +70150 +70140 +70140 +701-90 +70140 +70150 WINDOW TUBE. \•`.�NONY.....N i 6088' +701-00 +70/50 +70140 +70140 +70/40 +70150 +70140 +70190 +701.90 +70189.2 +70158.2 +701.89.2 WIOTH QST•. �IGENSz. 60• +70150 +70190 +70150 *701586 +70150.8 +70190.6 +701-77.7 +701-77.7 +701-77.7 +701-74.3 +701 74.3 +701-74.3 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR '• •'•x+- g3• +70190 +70190 +70140 +70154.3 +701-786 +701-786 +701-73.7 +701.73.7 +701-73.7 +701-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET No.50705 77 +70150 +70157.2 +701-77.7 +701 71.5 +60152.4 +80132.4 +90150.8 +W-AD.9 +=-8g.9 +/99.3 +/•89.3 +/-59.3 3 FOR ANY ADDITIONAL ANCHORS - �-ofi Pr +70150 *701.84.8 +701.757 +157.3 +/38.9 +/58,9 +/57.2 +/-57.2 +137.2 +156,6 +/55.9 *f58B REQUIRED FORTHE FRAME ASSEMBLY.90 +70190.4 +701-71.3 +601921 +/-54.2 +f54.2 TUBE. � s NOTES: / 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. r/s�d(`IAl L.1� E. Ar NN ra18CF�,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.Ee 58706 FOR GLASS TYPES: TABLE B: 2)7/16"LAMI(3/16 AN-.090"SG-3/16 AN) at complying Design Pressure 0169 br Sln�e Wbldowe,All Anchor Groupe R complying with the Florida BuildinCoda Window Wldlh 'SO'-SENTRYGLA NBY KURARAY AMERICA,INC. Acaplmg, NO1�J'05 R•�3 under 23' 25.15115' 27314' 30' 33.11T 3S 3T Bxpiredon Dula Ylp�$ under 29` +901-130 +801-130 +9d-130 +801.130 +901-130 +901-130 +901-130 BY WINDOW Mi i e rodacT 25-1611W +901-130 +9M-130 +9N-130 +801430 +801-130 +DW430 +BW-130 HEIGHT 3B31S' +901-130 +901-130 +Bo1-130 +801-130 +801-130 +W-130 +9a-130 48' +801-13o +801-t3o +9a-130 +80/-130 +M-130 +9a-13o +90/-130 x 50.518' +80/-130 +901-130 +901.130 +901-130 +801.130 +S1-130 +9%130 WINDOW I_- WIDTH Q le a 1393 60• +901-130 +�-130 +QI-130 +901-130 +901-130 +901-130 +901430 W 83' +901-130 +801-130 1801.130 +901.130 +801-130 +901-130 +901-129.8 SEE SHEET31&4 FOR WINDOW ANCHOR 72' +801-130 +901-130 +Bpi-130 +80/-130 +901-129.1 +901-122.5 +901-113.8 O� LOCATIONS AND QUANTITIES. (n W 76' 1901-130 +BW-130 +801-130 +901.130 +901-124.1 + -118.7 +90%107.8 = n 84• +801.130 +901-130 +901-130 +801.130 +80%118.4 I--' W aV 0 C9 LE4L••: •••• • •. V O • a a i • • Design Pressure(psi)for Windom Attached to a Vertical Frame Assembly Tube O O Q LIL - O f•••• Window Width Z W I'D under 23" *see** 2515/18' 27.314' 30' 33-IM 35' 37" CL • /w Group Anchor Group Anchor Group Anchor Group Atlthot Grail Anchor Grail Anda Group A • •480 (b • D A B C&D 8 A,C&D A B C&D A B C&D B A,C&D A B C&D Lp t0 W u5tler 23' +701.90 +7111- +7 - •90 +701.90 +701-90 +701-90 +701-90 +701-90 +707-90 +701.90 +701-90 +701.90 +701-90 +701.90 +701-90 +701.90 +70t-90 +701.90 +701.90 .. .. _ 8 Z 2 +701-� +70160 +701-90•••701.90 +701-911 +701.90 +701-90 +701.90 +701-90 +701-90 +70'-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-91) +701-91) $ $O (n Z_ °B 383ii• 1.8 ..Tj; +70-90 +701.81 +701.90 +7111 +701.90 +701-90 +701.90 +701-9D +701.90 +74.90 -70140 +701-90 +701.90 +701-90 +701.90 +701-90 +7(1,90 W +701.731 +151.3 +701.90 +701-90 +1•84.8 +701-91) +70/-90 +701-90 +701.90 +701-90 +701-87.8 -701.90 +70140 +701-90 +70f.9D +701-90 +701.90 +701.90 +70'.88.9 +701-90 50-518' +1-09.3 +I rA 3 +7 - f O/-91) +/.81.4 +701-90 +701.90 +701-90 +701.90 +701.90 +70143.2 +701.90 +701.90 +701-90 +701.93 +701$9.2 +701.90 +701-90 +701-84.3 +701• CL Z • +1-58.88 •,".8 +704"70 67-97.90 +/•51.8 +701-81.2 +701.90 +701-75.9 +701.90 +701-89.8 +701.70.2 +70190 +70180.3 +701-78.6 +701.90 +701-75.2 +701.90 +701-90 +701.71.2 +701-90 W Z n l� 83' +7(+1.89.5 *1-49.3 +701-77.3 +701-90 +701-72.3 +701-90 +70145.3 +1.88.9 +701.90 +701.76.5 +701.74.9 +701-91) +701.71.8 +70140 +701-BSS +1$7.8 +701-90 m J m O a� W $V •••••• f f ff i Q_' nW oQ •••••• FRAME ✓r D� �Q �V f • 10'MAX. --� ASSEMBLY TABLE 10: TUBE Design Pressure(psOta Windows Attached to a Horizonlel Frame Assemby Tube e WINDOW >n a Window W{Ith 01040001 FRAME HEIGHT o� under 23' 251&16' 27314" 30" 33-112° 35" 37" HEIGHT ASSEMBLY o 1i x TUBE Z W m,6 a Anchor Archy Anchor /VIGIOr Anchor Anchor Anchor Gloup Arrcha Group _ I WINDOW ADDITIONAL w z o 0 0 Group Group Grog Grail Group Group �1 10'MAX WIDTH ANCHOR >a x AN All All AO 8 A,C&D A B C&D A B C&D i it (4j,IF REO. under 23' +701.90 +701-90 +701.90 x701-90 +701.821 +701-90 +701.90 +701-78.5 +70/•90 170190 +701.74.3 +701-90 ADDITIONAL z w ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR 25.15118' +701.90 +701.90 +701-90 +701.90 +707-90 +701.90 +70198.8 +701.93 +701-90 +701.84 +701-90 +701913 (4)•IF RED. LOCATIONS AND QUANTITIES.SEE SHEET 38.38'• +701-90 +701.91) .701-9D +701.90 +70130 +701.90 +701.90 +701.91) -701-913 +701.90 +701.90 +79.90 3 FOR ANY ADDITIONAL ANCHORS 48' +701-90 +701.90 +7131.90 +701-90 +70I-!m +701-� +701.90 +701-913 1701.90 +701-90 +701-90 +701-1� '�1 WINDOW REQUIRED FOR THE FRAME ASSEMBLY �� ,�LYNN r)41�Cis MOTH TUBE. ,�,0 C, 60.518" +70140 +701-90 +70190 +701-90 +711.90 +701-90 +70.90 +701-90 +701.90 +701-90 +701.90 +701-90 •. ��GE.NSg .•'Q So' +70/-90 +701-90 +701-90 +701.90 -701.90 +701-90 -79.90 +7131-91) +70140 +701-90 +70190 +70190 SEE SHEETS 1&4 FOR WINDOW ANCHOR 83" +701-90 +701-90 -701-90 +70!.90 +701-90 +7(Y.90 +701-90 1701-91) 1 +701.91) 1701.90 +70/40 +7(+1.90 LOCATIONS AND QUANTITIES.SEE SHEET :C N0.58705 3 FOR ANY ADDITIONAL ANCHORS 72' +701.90 +701.90 +701.90 +70/-90 +701.90 +70'-90 170190 +701-90 +701.90 +70140 +701.90 +79.90 REQUIRED FOR THE FRAME ASSEMBLY -' 76• +701-90 +701-90 +701-90 +701.90 +701-90 +70r-90 +70'•90 x70140 +TO!-� +701.90 +70)-90 +701.90 TUBE. �- 84• +70140 +101.90 +TDI-90 -701.130 +70140 +701.90 O o S Utz �U•. SSiY{''TE F NOTES: 1j SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /jA!uytm VIL'LEA P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.086706 FOR GLASS TYPES: TABLE 11: Design Pressure(pal for Single Whelowa,AO Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) PRODUCT REVISED Window warn 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) es ceaplying with the Florida mr9aing inti 15-og►q l3 9)7/8"LAMI.IG:(3116"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS ez`iretton Da% under 23' 26.1SI18' 273/4• 30• 337/2' 36' 37' ) under 2W +901.130 +x•130 +94-130 +9W-130 +901-130 +ed-130 +801-130 '$W-SENTRYGLA Y KURARAY AMERICA.INC. By 26.1&18' +W-130 +94-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 M able roduet Conrtd 38.318' +1101-130 +901-130 +9W-130 +901.130 +1101-130 +901-130 +901.130 487 +84-130 +9W-130 +901.130 *901.130 -90/-130 +901-130 4gW-130 W-&W +114-130 +1101-130 +114-130 +94-130 +601-130 +94-130 +gW-130 a a WINDOW 80' +901-130 +901-1311 +84-130 +110%130 +1101-130 +114-130 +906130 W HEIGHT 5... 93' +84-130 +8p/-130 +1101-130 +901-130 +901-130 +901-130 +94-130 7r +9--130 +114-130 +901-130 +114-130 +801.130 ,94-130 +84-130 78• +1101.130 +114-130 x801-130 +1101-130 +94.130 +901.130 +901-130 WINDOW W 84' +801730 +6-130 +9W430 +901-130 -W430 WIDTH SEE SHEETS 1&4 FOR W hr^ w U WINDOW ANCHOR a � H • t• LOCATIONS AND QUANTITIES. Z _Z a • • • Q r • d V Q r ••••• • • CD Design Pressure(Pert}for Windows Attached to a Vertical From Assembly Tube $O Q ..O (0LL Window Width a Z I'-' mt,' IT* • under 23" •••••• 25.15!18' 27.314" 30' 33112` 35" 37" d 0 a • hor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N A•• •�• Cb • A S C&D 8 A,C&D A B C&D A B C&D 8 A,0&D A B C&D Lj 06 LU > ..� u�da 23" +701-90 +701• +7 0-90 +74-90 +701-90 +701.90 +74-90 +701-� +74.90 +701-90 +74-90 +7aS0 +701.90 +7tl.90 +74.80 +74-90 r74->� +74.90 +74.90 ..` .. = Q Z �idl�" +74-90 +701CO +701-96 •670/-90 +7450 +701.90 +701-90 +701-90 +701.90 +701.90 +701-90 +701-90 +70150 +701-90 +701.90 +7Wg0 +7x-90 +74.90 +74-0 +701-90 $ O $O Eli Z 3831` +707- +76•iq +74$1 +701-90 +79-90 +701.90 +la•90 +74.90 +700.90 +74.90 +7d-90 +74-90 +700.90 +74.80 x74-90 +74.90 x701-90 +79•� _ W •4�• +701.73.1 +/.57.3 +701- +4.90 +/-64.8 +74-90 +74.90 +74.90 +701.9D +74-11 +74$7.8 .701.90 +701-0 +701.90 +Td-90 +701.90 +701-90 +701-90 +701.88.9 +70/-90 Y a. F- .1 .3 +1.89.3 •omv .1-61.4 +7450 +701.90 +701.90 +70f-90 .701-90 +701$3.2 +701.90 +716-90 +7W50 +7001) +701$92 +7-90 +701-90 +701$4.3 +701-90 Q' } d Z •01(1'• +1.58.5• 6+645.8 +701 7 .go +/51.11 +701-81.2 +74.90 +701-76.9 +701-0 +701$9.8 +701-70.2 +701-90 +7-80.3 +701.78.8 +701.911 +701.76.2 474-90 +70150 +701-71.2 +74-90 � ?Q Z LU o f�• 63' +1 +. .6 +74-BD.i +701$9.5 +/-49.3 +701-77.3 ♦74-90 N01-723 +70150 +701$5.3 x1.88.9 +74-90 +74.78.5 +74.74.9 +701.80 +T4-71.8 +TW-9D q-8&5 +/-67.8 +70!-9110 m':J_ (n .Q o Q o O ?(n � �U •••••• • ••• • s` W vQ . •••••• • FRAME J �Q i5 • • 10'MAX {.-- ASSEMBLY TABLE 13• I TUBE T � Design Pressure(psQ tor Windows Attached to a Horizontal Frame Assembly Tube B Windex Width WINDOW n N under23' 25-15118' 273/4' 3D' 33-1M' 35' 37" WINDOW -ASSFRAMEMBLY HEIGHT o� _ HEIGHT ASSEMBLY j W o 5 Anchor Anchor Anchor Anchor Anchor Anchor 1 1 TUB .L_. x�m N a Group Group Group Group Group Group AnchorOrolp Anchor Orap _l_1_-- I WINDOW ADDITIONAL 12zof 5 �1 ANCHOR f•"�+a O o A8 All A8 AO 8 A,C&D A B C&D A 8 C&D t9' wiDTH (4),IF REQ. n z z under 23' 4701.90 4701.90 +7a-90 +79-0 +74$2.1 +79-90 +7pr-110 +701.78.5 +701.90 +7W-90 +70/•74.3 +701-90 ADDITIONAL SEE SHEETS 1114 FOR WINDOW ANCHOR u 25-15118' +701-90 +70(-90 +7950 +701-0 +701-0 +79-90 -701-88.8 +79-90 +74-90 +701.84 +74-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),W-REQ' 3 FOR ANY ADDITIONAL ANCHORS 1 1 311118' +7a-90 +701.90 +79-0 +701-0 +la-0 *79-0 +79-0 *79-90 +70.'-9D +71V-90 *74-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY ��`�t1 t.YNN 48' +701-0 +79.90 +701-0 *74-0 +79-90 +700.90 +79.90 474-90 +79-90 +701-90 *7490 4701-90 WINDOW TUBE. `�`�ON'�•......•Mi��i� 606V +79-0 +7a-9D +79-90 +79-90 +701-90 +79-90 +79-90 +7-90 +701.90 +701-90 +74-90 +74.911 -�I WIDTH 80' +701-90 +701.90 +79-0 4701-90 +700.90 +701-0 +79-0 +74-90 +79-90 +716.90 +70%110 +7g/.g0 SEE SHEETS 1&4 FOR WINDOW ANCHOR Q: '•.:r 83' *701-0 +70140 *700-0 *79-90 +79-0 +7(y-0 +701-0 470/-90 +7-90 +70190 +7W-90 +707-90 LOCATIONS AND QUANTITIES.SEE SHEET .it N0.50705 3 FOR ANY ADDITIONAL ANCHORS - 7r +701-90 *700.90 *7a� *79-0 +ia-90 +701.90 +?01-90 +74-90 +i07-90 +74-90 +701-90 +79-90 REQUIRED FOR THE FRAME ASSEMBLY - _ 78' +701.90 *700.90 N9-90 Na-90 +701-0 +70-90 +701-90 +74-90 +woo +74-90 +701-96 +701.90 TUBE. - 'O�•'."" ',51F IICj .;v(U; 84" +701-90 +700-o +701-90 -7000 +701.90 +70190 ��'� F<ORIOlr•' �,�� NOTES: %(^SS••......•�C>```. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /��/ON Al II1 �.` P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. �p;pybg68705� FOR GLASS TYPES: TABLE 14: 5)7/8"LAM!.IG:(1/8"T-7/16"AIR-1/8"AN .090"PVB-1l8"AN) 0wmplyTkEVISED Design Pressure(pefl br Skpla V4lndowa,AN Anchorl;roas ups Lwmplying with the Flwids 'PV8'=BUTACITEQPVB BY KURARAY AMERICA,INC. Building Code Window Width AcL.e_isn-Nd rJ'•O$1q•I wder23' 28.18118' 273/4' 301 33.1/2' 36' 37' LblpiraBon Dato under 23' +70190 1 +701.90R+701 +701.90 +7x•90 +701.90 +701-90 2b15(1tY +701-W +70140 +70190 +701-90 +70490 +7W-90 e"� P1O1 t 383/5' +701.90 +70140 +70140 +70'40 +701.90 +701.90 48' +70140 +701.9D +70190 +7x40 +70140 +70190W5088' +70(.90 +70140 +70190 +701.90 +70140 +701 0 w +701.90 +70/90 +70!40 +7x•90 +70148.8 +70144.8 WINDW w03' +701-00 +70140 +701.90 +701-87.2 +701.84 +70179.9 RETORT U d 7Y +701.00 +70190 +701.88.5 +70181.5 +801.70 +80189.4 +80'$7.8 70' +70190 +70!40 +70148.3 +701-76.7 +80187.2 +80188.2 186 83.3 ---4WNDOW 1-- O = w. 1� 84' +701-90 +70190 +70(81.3 +80.70 +081.8 1 WIDTH �q SEE SHEETS 1&4 FOR W a • •• WINDOWANCHOR (D U 5� • •••••• • •• LOCATIONS AND QUANTITIES. Q -jZ 4 2 ' •..0( w• •••••• • • Design Pressure(pso for Windows Attached to a Vertical Frame Assembly Tube a U O y I I• 4Vlndaw Wldih z 0( o ♦r•II II • under 23• ••••.• 2545118' 27.314• 30 33.11Y 39' 3T w w 0(o ••••• AsohorGroup Anchor Group Anchor Group AnchorGeup Anchor Group ArehorGmup Anchoraroup N IL � A••••i• Ca A B C&D B A,C&D A B C&O A B C&D 8 A,C&D B I A,C&D ` 0) T) er +70%90 +701 + •A'0►g0 +70/40 +70190 +701-90 +70140 N0f90 +7440 +70190 +761-80 +7N-90 +701-90 +70190 +701-90 x7'0190 170/90 +70(90 I,() p � O o ♦'.J1N7&' x70/-90 +701,60 +781 0/-90 +70190 +701-90 +70.90 +70f-W +76+90 +7W90 +70190 +70140 +70190 +70190 +70190 +70!40 +70140 +70190 +70190 ..•rte, .. y 384f, x701 •+•/OR711.6 +70190 +7w90 +701•81 +70140 +701-90 +70190 +741-90 +70190 +70190 +70190 +70140 +70190 +70140 +70190 +70190 +70190 +70140 $ O U) z •4P• +701.73.1 +1 .3 +701 0140 +1.84.8 +70150 +70/40 +70190 +701-90 +70150 +701.87.8 +701-90 +701.90 +701-78.6 +TW90 +70190 +70190 +M-88.8 +70(90 � S77 80- +1-89.3 +!841-3 +7O06 •vaf-90 +141.4 +701-90 170190 +7090 +70-w !70190 +701.63.2 +70690 +701-90 x707-741-5 +701-90 +70189.2 +70140 +70134.3 +70150 W F. 0•Boy +l-56.8• .8 +701 + 40 +/-51.8 +701.81.2 +70140 +701-78.8 +70190 +701$9.8 +701-70.2 +70150 +701 80.3 +182.8 +70140 +70178 2 +70188.8 +701-71.2 +70194.8 0. z • 83' +185A +14816 +70180.7 +70199.0 +1-48.3 +701-77.3 +70190 +701-723 +701-90 +70188.3 +188.8 +701.80 +701.7&8 +.89,9 +70187.2 +701-71.6 +70184 +187.8 +701-78.9 w Z g c •• S J U) oC7 w Q •••••• • ••• FRAME 8 m O stp (n , •••••• 10'MAX. ASSEMBLY u IX U w "Q • • TUBE J o-, s U TABLE 18' WIN Z ur `o w Design Pressure(psO for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT • c,v N N �MNM Window Width Leder 23' 28.16115' 27.314' 30' 33.1/2' 35' 37' WINDOW FRAME WINDOW ADDITIONAL o"o� 5 Arplror Amlror Anchor Anchor HEIGHT -ASSEMBLY --.••� WO.m ANCHOR i m,ri a Anchor Group Anchor Oreup Anchor Group TUB (4},IF REO. w z s fL 00 0 Group Group GAB p Gro!p B A,C&D A B C&D A 8 C&D 10'MAX SFE SHEETS 1&4 FOR WINDOW ANCHOR I�-Y LOCATIONS AND QUANTITIES.SEE SHEET o Z Z w under23' +70150 +70140 +70140 +701-9D +70182.1 +70150 +70-90 +70178.5 +70150 +70140 +701-74.3 +70/40 3FOR ANY ADDfTiONAL ANCHOR$ 26.15116' +70150 +70140 +70140 +7W-90 +70140 +70140 +7018&8 +70140 +70/90 +70184 +701-90 +70140 ANCHOR AL REQUIRED FOR THE FRAME ASSEMBLY ANCHOR 383!8' +701-90 +70140 +70/•9D x70140 +70190 +7W-M +70150 +701-9D +70190 +70150 +701.80 +70140 (4),IF REQ. TUBE. \\1 45' +70140 +70190 +701-90 +70190 +70180 +701.90 +70140 +70140 +70/.80 +70180 +70/90 +70190 ; \�l LYNN ni/((` WINDOW `Z�.•''EN3 'A WNW +70180 +70190 +701-90 +701-90 +70140 +701.90 x70150 +70140 +70140 +70180 +70190 +70190 -y{ WIDTH �•+-- ti.•'V\G F 80' +7-4•90 +7015D +701-90 +701-90 +701.90 +70140 +70148.8 +70148.8 +70148.8 +70184.5 +701.84.6 +701.84.8 +Cc e3• +70150 +70140 +701-90 +701.90 +70187.2 +70187.2 +70184 +70184 +70/84 +7411-79.9 +701.79.9 +70179.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR hSO.513 k" _ LOCATIONS AND QUANTITIES.SEE SHEET 77 +701-00 +70190 +70148.5 +70181.8 +801-70 +801.70 +80189.4 +80189.4 +801-.4 +80187.8 +80187.8 +80187.8 3FOR ANY ADDITIONAL ANCHORS _ 70' +70140 +70140 +70188.3 +701-75.7 +60/87.2 +80187.2 +601.88.2 +86IBS.2 +80188.2 +80183.3 !80183.3 +90183.3 REQUIRED FOR THE FRAME ASSEMBLY j lr[":.tU,I 841 +70150 +701.90 +70181.3 +8W-70 +8W81.8 +50181.8 TUBE. .� / _L O •._ ,' NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. AJCYyhJ pgyLEl�bE. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. LPE.a 58706 FOR GLASS TYPES: TABLE 17: PRODUCE REVISED Design Pressure(paQ l r Single Windows,Air Anchor Groups 6)7/8"LAMI.IG:(3(16"AN-1/4"AIR-3116"AN-.090'SG-3/16"AN) ss complying rvith the Florida 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) Ancoeldp tode -"5-13 WlndowlAldih BMW haItonData Is under 23' 2515118' 27-314' 30' 33.112' 35' 3r 'SG'=SENTRYGLA BY KURARAY AMERICA,INC. under 23" +8WA30 +901-130 +901-130 +901-130 +901-130 +9111-130 +901-130 B hT, ads Product 2515118' +001-130 +W430 +801-130 +91V-130 +901.130 +901-130 4901-130 3838' +901-130 +901-130 +901-130 +901-130 +901.130 «901-130 4901-130 48' +110/-130 +W-130 +901-130 +90!-130 +801-130 +901-130 «1107-138 509/8' +901-130 +901-130 +901-130 +90-130 +901-130 +907-130 +901.130 Q WINDOW W 80' 4901-130 +901-130 +901-130 4110-130 +901-130 +8q-130 +901-130 HEIGHT W 83" 4901-130 +80[-130 +901-130 + 7-130 +80[-130 +1107-1311 +110/-130 � J 72' +90%130 +901-130 +801/-130 +901-130 +90-130 +9111-124.8 +8D1-116.7 N O6 78' +901-130 +90-130 +901-130 +901-130 490/-1282 +901-118.7 4901-109.8 ,y„�WINDOW�. , = W ti 84" +901.130 +90[-130 «907-130 +9N-13o 49011-119.a WIDTH =Q SEE SHEETS 1&4 FOR W od Ia • e• WINDOW ANCHOR • sees • LOCATIONS AND QUANTITIES. Z Z o • • ease • es Q n •saes• x TME 18: • • **so• U N O •••••• Design Pressure WQ to Windom Attached to a Vertical Frame Assembly Tube 0 '-t LL •:•••• �Z is a o • •••••• Window Width W W 0) • e• • der 23' 2515116' 27.314' �" 33.112• 35' 3r 04 CL 0 ••••&rob Group• • Anchor Group Anchor Group Anchor Group Anchor Gree Anchor Group Anchor Group eees•e A Be C•• ••0• A B C&0 B qC&D A B C&D A 8 C&D B A,C&D A B C&D rj o"�0 W Q g� t +701.90 +701-90 +701-906 *719.90 +701-90 +70190 +701.90 +701.90 +70-90 +707-90 +701.90 +701.90 +701-90 +701.90 +701.90 *701.90 +7d-90 +701-90 +701-90 r7IN-90 ..` 2&1511 +70/• - 0 `a;a =)+ 1-9 +7'-90 +79D +IOI-90 +701.90 +T -90 +701-9rM-901 Z+70110 +70+ +76-90 +701.9D 9 0 A Z 03920 +701-90 +701-71.6 +70.90 +01-96 +701.81 +70[-gD +701.90 +701-90 +70.96 +701.90 +70-90 +701.90 +701.90 +701-90 +701.90 «701.90 +701-90 +701.90 +701.90 +701-90 _ LNU 48" +701-7ai +157.3 +70140• a WM +1.84.8 +701.90 +701.90 +701-90 +76•.90 +701.90 +707.87.8 +701-90 +701.90 +701.90 +70f.90 +701.90 +70190 +701-9D +701.88.9 +70.90 Y a f^ *WNW +1-89.3••of#4.3 +701 + 90 +1-61.4 +701-911 +701-90 +701-90 +70.90 +701.90 +70793.2 +701-90 +701.90 +701.90 +701.90 +70199.2 +701.90 � +701-90 +701.84.3 +701.90 � > 6- Z gip• or +158.9 +/A M +70194.7 +701.90 +1•51.5 +701-81.2 +701.90 +70.75.9 +701.90 +701-89.6 +70[.70.2 +701.90 +701-80.3 +70.78-8 +70.90 +701.752 +70.90 +701.90 +70-71.2 +7(y J Q Z • 83" +1.55.7 6 +70 .7 9.5 +1.49.3 +70.77.3 +70-90 ;7(-V.72-3-F-+-7(Y--M--F+701-M.3- +196.9 +701.90 +701-76.5 +701.74.9 +701.90 +701-71.6 +701-90 +701986 +197.8 +701-90 -1 (n W 8 Q • • B� �O am InU ••see• a IX W -iliQ • • FRAME J o O 1!5 U 10'MAX. ASSEMBLY I TUBE TABLE 19: ® a N ON�N Ot Design Pressure Q1sQ for Windows Attached t0 a Horizontal Frome Assembly Tube WINDOW n n n a B HEIGHT o LL s NDMOW Wblh WINDOW FRAME 0 Q' oder 23' 26-15118' 27.314' 30" 33.112' 38' 37' HEIGHT ASSEMBLY I- =om_ Anchor Arlofar Anchor Anchor Anchor Anchor TUBE ylg4DOVY ADDITIONAL w o o o OroGroup Gro 010 Group Grow Anchor Group Anchor Group f WIDTH ANCHOR o>a o F 0[r P W Group p 10'MAX. (4)•IF REQ. 14i z A9 All A8 All B A,C&D A B C&D A B C&D + +701-90 +70/-74.3 4701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR under 23' +70-90 +70.90 +7090 +70.90 «7092.1 +70-90 +7IN-� +70-78.6 7090 LOCATIONS AND QUANTITIES.SEE SHEET 2515%8" +70-90 +701.90 +70140 +701-90 +70-90 +70-90 +7098.8 +701-90 +70190 +701.84 +701.90 +701-90 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS �� y LYNN 3838' +7W-W +701.90 +70190 +701.90 +70-90 +701-90 +70150 +701.90 +70-90 +7IN� +70.90 +70•@0 REQUIRED FORTHE FRAME ASSEMBLY `�� pN•.• 4S" 4701-ire +7090 +70[-90 «7090 +701.90 +70-90 +7090 +70-90 +70.80 +7030 +70-90 +70-90 I WINDOW TUBE. P�1�•.• �tGENSF'•, 3 605dS' +70-80 +701-90 +701.90 +701-90 +701.90 +70.90 +701.90 +70-90 +70140 +70[.90 +70190 +70-W WIDTH 801 +701.90 +70[.90 +70-80 +70.90 +7050 +70190 +7090 +70.90 +701-90 +701.90 +70/90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR = N0.58705 83' «701-110 +701 +70-90 +70.90 +701.90 +70-90 +70.80 +7090 +701-90 +7090 +70.80 +70.90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 72' +70.90 +70-90 +701-M +701.90 +70.90 +701.90 +70[90 +701-90 +701.90 +70-90 +70-9D +70-90 REQUIRED FOR THE FRAME ASSEMBLY %�J -7/1' 78' +70-00 +701-90 +701-90 +701-90 +70.90 +70-90 +70.90 +70.90 +701.90 +70.90 +701.91) +701.90 TUBE. �O '.• ST TE O 84' +701-90 «70[90 +7090 «70[-90 r70-80 +701.90 1i�`� '.FCORIDP•.•'G�`: SXGNAL e: 1NOTES: SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.NNIS MILLER P.E. 2)SEE SHEET 4 FOR SNUBBER REOUIRFMENTS. P.E.n 58705 TABLE 20: Item Dwg.t Da,uulpnon Material ASSEMBLY DETAILS oat- 1 �{1'124•�- 1 7002 Mein Frame Head,SIII&lamb 6083-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR �M 'T• .125• 2 7071 Anchor Plate 8083 TB Alum• 2.910 1 3 7003 Sash Top,Bottom&Side Ball 8083 T6 Alum. l 4 7008 Frame Corner Ke $ted 439 —y'1 . 2 701• NOM. 5 7009 Sash Comer Ke steel 3 •�• Vinyl Foam 1.158• 6 7078 Frame Gasket I 2.138' 7 7072 Sash Comer Gasket Vinyl Foam h� 2.784• 8 7070 Bulb Weatherstri .187 x.275" Flax PVC 70 0� 10 7024 Maxim Multi-Point Lock steel SASH O FRAME HEAD, O SASH TOP, 71 FRAME 11 7026 Lock Support Plate Sled SILL&JAMB BOTTOM$SIDE ASSEMBLY TUBE 1z 7014 Multi-Lock Keeper 8ted AS REQUIRED PER CORNERS #7002,6063-TS #7003,8063-T6 #7004,8083-T6 TABLE 3,SHEET 4 2 i 13 7D13 TieBarGuide Nylon 1 14 1 7015 IfIeBarAssembly Steel or SS 1.368• 15 7028 Maxim adOperator,WW<-24" Steri b 2203 .040• 1.000' 1 16 7027 MaxieflualAtmO orator,WW>24" Steri b � � �R qqq, 7 7 0 e t• Vinyi Foam I 423•steel 7 J 111 •1R •t01l1 O orator Backln Plate • • • 085• 19 1 0 e r lock • • Nylon 3 FIXED .093• •2t •9M Stud Braket • • • Steel O ANCHOR PLATE SCREEN FRAME O ADDON FLANGE 7033 0 rotor &Slider D • Sled 2 #7071,8083-T6 60 #7006,6083-T6 70 #134,8083-T8 22 7023 Egress Hinge He Duty►,Manuf.b Truth Steel 23 7050 E e hable H , E Truth Steel 5 21•••• Snubbdt,Antl-Mbwout OI ••••• Steri L� 3,011— i• 000 Dura Sed 5 ace Steri • 12 1 .050• �� 32 17 Setti ID&&,Ar'x 3116'•x 1- 4" • EPDM I� •3g• &7d4 Settin Block 2"x7/16"x - 10 EPDM 86 .885• I( .865 035 7A96 Lem[Beat 000000 6�i-T8 Alum. lL 936• 0842 Lama Baadto• 8083 T8 Alum. 1 7059 Laml% a • 6063 Y8 Nmn. 38 1224 Vinyl Bulb Wst Thick • • Flax PVC 70 35 BEAD 8 36 BF_AD C 39 Vin e I Thin • • Flex PVC 70 e #7038,8083 T6 #7042,6063-T6 50 Dow899SIllroriflackbedding INTERIOR 60 70D6 Screen Frame 3105-H14 Alum. ,172" 61 7040 Screen Comer Key Polypropolena 6 62 Screen Cloth Flbaigiass 63 1635 Screen 5 line EM.PVC 4 .870' ,0501 64 320 Screen Spring Stawass Steel •• �. 70 134 Add-on Flange 6003-TOAlum• FRAME 71 7004 Frame Any Tube 608346 Alum. BEAD D 80 #932 x 1/2"Ph.Pn.Mach.SaTYPE S Stainless 8ted CORNERS 37 #7059,6063-T6 PRODUCT ltcVISED 81 1157 #8x 1/2"Ph.Pn.SMS Stainless Steel gg Q,uta nitlyic devith the Florida 82 #Sx 5/8"Fl.Ph.SMS Stainless Steel ,;; t r r t r r Acceptance No{5•o5)q.13 Revision B: iralion Uale 83 #8x 7 8"FL Ph.SMS Stainless Steri ,0O�Al �f Revised a i�, Y. Dote: 84 #8x1"Fl.Ph.TEK Stainless Steel �4�.•'' ., ..... •�F� '; By 85 #8x1 Quad Pn SMS Stainless Steel `z•' C �r Revised By. Date: Revision A- 86 86 #8 X 1-1/2"Quad Pn SM6 Stainless Steel I4o.513705 LM 5/15/15 NO CHANGE THIS SHEET 87 #10x1 "Ph.Pn./TEK 9lakdosaSted = ' 89 #10-24 It 9116"Ph.Pn.TYPE F Stelntese 8ted :_v (�( ® Daec ptron: [� 1S i BOM AND CORNER VIEWS J ROSOWSKI 90 #12 x P'Ph.Pn.TEK I Stainless Sled ^,,S``'. �O.111.0 ��N O70 N. V NICE. F 1529 TECHNOLOGYR5 E CASEMENT WINDOW DETAILS-LM&SM 08/08/12 rr//ONA,.•`��•• NOKOMIS, FL 34274 Serres/Moder: Score: Sheet: Na. Rev: A LYNN MILLER P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 Growing MD-CA740-LM A P.E.#W706 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DE SCRIIPTION: one:DESCRIPTION:Series 11HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable build' P .ng+hP nP #_nnce of this product. i ft e o _ t re has been a revision or change TERMINATION of this in the materials, use, an4/o ' f o Fe c of this NOA as an endorsement of any product, for sales a erts ' n th R s t " aly terminate this NOA. Failure to comply with any sectiowof in tion and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entirl IdOA�sl�al� be provided to the user by the manufacturer or its distributors and shall be availabWor ipspq t itatt4 jpb%jte at the request of the Building Official. This NOA revises and renews NIJAM-A-1114'i faddtossitts of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation Wasrgyiewe�ci by,&nuel Jere fyP.E. NOA No. 15-0519.09 MIAMFDADE COUNTY . • • • •.. • . Expiration Date: December•21,2021 . 7f 15 Approval Date July 09 2015 • . . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,F.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) . .. . . . . ... . • .. ... ..• .. . . .. v • ••• ••• ••• . ••• MalluelP re ,P.E. • • • • • o: : : Z'1-r Control miner • %• • : :• NOA No. 15-0519.09 •• • • • Expiration Date: December 21,2021 Approval Date: July 09 2015 . . . . . . . . . . . •• •• . . • •• •• ... . . . .so 0 0 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-stn Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dadc Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted tinder NOA No. 07-08.15.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitter)under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Ahuninum Horizontal Sliding Window- L.M.I., approved on 02/16/12 and expiring on 12/21/16. see 00: .. . . . . ••• . • .. ... .. . . . .. • ••• ••• .•. • ••• Man elP a ,P.E. Product Control Wminer • • • :• : : :• NOA No. 15-0519.09 •• • • • • • Expiration Date: December 21,2021 Approval Date: July 09 2015 • •• •• • • • •• •• GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW , 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUT ITE' PVBINTERLAYER A.5/18"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. G7 SAFLEX PVB INTERLAYER BY B.5/18"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. D.7116"LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A.090""PVB"INTERLAYER. E.7118"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER NOA DRAWING MAP F.7/16'LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH A.090°"PVB"INTERLAYER. SHEET G.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5116°OR 3/8"AIR SPACE AND 5116"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090''PVB-INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13116°LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,6/16"OR 3/8"AIR SPACE AND 5118"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 ••I 13/16"LAMI IG:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,611W OR 31W AIRSPACE AND 5118"LAMI PARTS LIST.......................6 • • •••aCONSISTING OF("LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EXTRUSIONS....................7 •••••• • • • CORNER DETAIL..............5 • • 'x116"LAMI It:(1)UIE OF 118'OR 3H8"ANNEALED(MIN.)GLASS,3116"OR 114"AIRSPACE AND 7/16"LAMI ANCHORAGE.... ...8-11 •••••• • CONSISTING OF(2)MTES OF 3116"ANNEALED GLASS WITH A.090-'PVR-INTERLAYER • • K.13116"LAMI tea.M)4E OF 1lW OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIRSPACE AND 716"LAMI 00CONSISTING OF(&*ITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.099-"PVB"INTERLAYER. 9999• • • ••••• • L.'x3118 LAMI IG!(t)'LfrE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7/16"LAMI ••• •• rpONSISTING 10&(a)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVW INTERLAYER. • • • • 9 9 • •2.9CO9NFIGURATIWr.V/X,X0,XOX 9999•• • • %.DESIGN PROSI&M(•SEE TABLES,SHEET 3) 9.009• 00090 0000000 DES LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. •• 9®•6.POSITIVEJE%TT 4)ADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. • •99.90 • • • 41AARIHORAGE:THE 331130A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED. PRODULT REVISED as complying with the Flmlds 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BoiMing C4�7100 dAcceptoo7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Oy QANSIIAFBPA NDS FOR WOOD CONSTRUCTION mhun F ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHZ). \��t 1 4YNN),ql D Y`��N��erisF''�FP 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED, ` 1. i�• No.56705 Iare,s oweL7j . L 6 M. H4H6 F 6TNEDM0N 4 F8CL/PDA7E 7AtCDF 1070 TECHNOLOGY DRIVE GENERAL NOTES _ a,<. fLDRlO?•' �C?�` J.J.. nht E FBCXtOCODECHANOE N.VENICE.FL34276 .� ALUM.HORL70NTAL ROLLER WINDOW,IMPACT JA 84Q/11 D ADDED 10 CAP TO BE TEMPERED 0 a30FTNOTE P.0.89X1529 euu.ae ,,,� NOKOMIS,FL 34274 Vtrlb Better A Ll #58705,tP.E. ei2 °i� rrR710 NTS 1 11 4127-10 F P.E.p38709 F.K. ?/2&08 J.J. 3/dS10B KURARAY BUTACITE PVBINTERLAYER 0 or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY EXTERIOR INTERIOR 53 12"NOM. 55 1/2"NOM. (ALL SECTIONS) GLASS BITE GLASS BITE 51 60,61,62 51 63,64,65 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS •• 5/16"NOM. 7/16"LAMINATED •;•• • •6/18"LAMINATED GLASS 7/16"LAMINATED GLASS 0999• ••9000 • • • ••0.9• • 0.0000 • •• •• 9999• • • 9999• • • 9999•• 0.009 • •0•• • • • 210 •.• 50 21 50 •0.00• 9999 9999•• 9999 • • •••• • • 12"NOM. 12"NOM. • • •••••• 459 . GLASS BITE 59 GLASS BITE ••••52 —� 52 •--� • • i PRODUCT REVISED 86,87,68,69,70,7172,73,74,75,78,77 anm�Y�ith Florida Atc4ptnn 18" ce Nu t5-b 192.0) 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 31ANNEALED OR HEAT STRENGTHENED GLASS iretion DNe .090 PV8 INTERLAYER 090 PVB INTERLAYER EY 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118`ANNEALED OR HEAT STRENGTHENED GLASS Miem' edc roducl C 5/16'LAMINATED 7/16"LAMINATED 5/16"OR 3/8°AIR SPACE 3116"OR 114•AIR SPACE 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS QD 118"or 3/18"ANNEALED OR TEMPERED GLASS QD 13116"NOM. 13/16"NOM. I I 1 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI F��,c�;\\cE�Ne.•t��; Q: •.itr ` Yc Flo.56705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. LAL 6/14115 F REVISED WTERLAYER MANUFACTURER l , •' �;' L) ., STATE 1070 TECHNOLOGY DRIVE P -�- GLAZING DETAILS ' •(`,c FL OR1uP,.'r, J.J. 167111 E NO GRANDE THIS SHEET N.VENICE,FL 34276 n" JR eaonl D ADDED 10 cAPToee realFeRFD +3oFnvoTe ALUM.HORIZONTAL ROLLER W/NOOW,IMPACT P.O.BOX 1628 w 1— a`er NOKOMIS,FL 34274 Vbibly Better a,e�R71 !� anre d ��'' eiF A.LY7PIN LSI�� PXF.K. 226/08 J.J. 3I23/OB ftRyfO FUII 2 11 412710 F L ZA 587135 TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W1 SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38318- 48" 60 818" 54" 80" 83" P11.4r, A,B,G,H +60.0 •60.0 +60,0 -60.0 +60.0 -60.0 +60,0 50.0 +60.0 .60.0 +60.0 •60.0 +60.0 1 -60.0 +60,0 -60.0A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58,8 -58.8 +56.2 -56.2p�INSTALLATION IN A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +55,2 -55.2 +52.3 -52.3 THE HVHZABOVE 30 A B,G,H +60,0 50.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +54.6 -54.6 +51.7 j -51.7 L S GLASS TYPES G- LSHALL HAVE A A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +600 -800 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP,BOTH THE DP C,I +60.0 50.0 AND ANCHOR TITY D,E,F, +75.0 1 -75.0 UNCHANGED. TABLE J,K,L TABLE 2. Or41/3,113,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) • • •@WpNDOW "S WINDOW HEIGHT ••••' I H T?PE ' ALL HEIGHTS UP TO 63" •:DoesTD 887/16" �BC' • • • • M • +60.0 -60.0 • •••••• I.4 itVir D.F►� • +75.01 -75.0 • • ..... .... TABLE 3. Does*: OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) • • WINDOW GLA6S WINDOW HEIGHT •••••• *00* ••• •••• 28" 38" 38 318" 48" 60 8/8" B4" 80" 63" • WIDWH TYP •• 60" A!B S H 0+75.0 -75.0 +75.0 = -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 • -75.0 •••••• ••�86� A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 1 -70.2 72" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +69.6 -68.6 +65.2 -65.2 PR('Ducrltevtsto es wmplyiag with Dre Florida 74" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 75.0 +68.1 -68.1 +63.8 -63.8 pc�eeplmueoNo 15-05Og) imtioa Date UUZZ UP TO 74" C,D,E,F, +75.0 ; -75.0 I,J,K,L Miem a product GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL4869(OX&XO)AND FfL5330 A.5/16"LAW-(1/8"A,.090,1/8"A) G.13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAW-0/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"HS) H.13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"HS) C.5/16"LAM)-(1/8"HS,.090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 318"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/6"HS) t'YN-.4,14 ; D.7/16"LAMI-(3116"A,.090,3/16-A) J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) r is E.7116"LAMI-(3116"A,.090,3/16"HS) K. 13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"1`!S) = " No.56705 F.7116"LAMI-(3116"HS,.090,3/16"HS) 1L.13116"LAMI IGAIW OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAW-(3/16"HS,.090,3116"HS) } 7 Lu r �tafs ` No cNavoE rNis SHEET P T D SIGN PRESSURES =C� srn r 1070 TECHNOLOGY DRNE n« '•'t�. FL O1210P•••('j J.J. 10/17/11 E NO CHANGE THIS SHEET N.VENICE,FL 34275 %�.`..,�'...` RIM- - ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ,; " J.R. dwif D ADDEDIGCAP TOBETEMPERED +30FTNOTE. P.O.BOX 1520 a m,,,, ",, ,� NOKOMIS.R.34274 Visibly Berrerer A.LN F.k yseios Jr. Esme HR7f0 NTS 3 " 11 4127-10 F P.. 705 27 318" 27 318° 27 318' MAX,DLO 54 5116"MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D ❑ B B B B X ro X X — — ••o••• { • • • 110"MAX.WIDTH I.F.FRAME— =f 86 7116'MAX.WIDTH I.F.FRAME • • ��— {I �_6 7116'MAX.WIDTH FLANGE FRAME ••••s• • • •111'M%WIDTH FLANGE FRAME :•:•e: DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) 0i•00• • 00 00 99.9• • • NOTE: 90000 • • 009•••- • • 33 9116'MAX. 33 9116"MAX 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ••••• e•••i • oDLO FIXED C DLO VENT :9000• • • • •••• 1'; - I • SEALANT OR GASKET •9090• •9•• a •�0_ — = 63" AT HEAD AND SILL • • FLANGE • •0.0 • •e FRAME e A 9 9 I A ALL 15 090909 00.00. • •0••• I 56, CONFIG. • •57 318• / MAX. -- 15 PRODUCT REVISED O ALL / I / DLO ALL with ttm D — I.F.FRAME Build ng Coed• Florida MAX VENTS pr} FIXED 62"MAX. _� Accepfonce No LITES I.F.FRAME Expiration Dale ^1121 O I X ALL Ey CONFIG. Mi i Product I 1 13 FLANGE FRAME LYNN i3•MAX.WIDTH I.F.FRAME--�-� VIEW D-D 74"MAX.WIDTH FLANGE FRAME No.58705 (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO aFore AwYac SIATEOF UJB LM. 6/t4/1 6 F NO CHANGE THIS SHEET ELEVATIONS �%��•'• <•J 1070 TECHNOLOGY DRNE ' �'.,;Ok1OP,••\��\ J.J tnnvtt E NOCHANGE TtflssxEEr N.VENICE,FL 34276 PSG- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J.R. aI1f1/tt 0 NO CHANGE THISSHEEf P.O.13OX1529 ersfaafe erwe sere omrsre we 77 IJnl. ` NOKOMIS.FL 34274 I�Lflb/y 8etrer d A.L P.r MILLE1i',P.E. —W. or °� tanto NTS 4 11 4127-10 F P.E.a58705 O,INTERIOR37 32 35 22 39 t 1 22 Q 16 2 13 EXTERIOR INTERIOR 21 MAX.VENT DLO }+— MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) • • •TiEIGRT • INTERIOR 17 35 32 37 6666•• • 39 • • FLANGIb 6666•• MAK. • VENS• ,, •• • Dlo• Q 16 • 6• �XE 666• • F � • 6666• DLO • • • • 43 ••••.• 22 MAX.FIXED DLO MAX.VENT DLO • a • • � MAX.WIDTH(I.F.FRAME) 6:0900 •eel •• • a 21 EXTERIOR SECTION A-A 00 es • : (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 660060 • 24 8 22 21 41 22 PRODUCT REVISED as complying with iha Florida 2 EoBdmg Codd ,� 0g,q��y Acceptance No 'y!!V1( 12 24 $ EXTERIOR INTERIOR iration Date 7 71 12 21 n ade ProOuct 7 EXTERIOR INTERIOR NS 6 ��...•�crF' ' r: wo.56705 _ SECTION C-CSILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,LF.FRAME) (VERTICAL SECTION,I.F.FRAME) ;.X) •, 7 I rmrsaaY asrx ReWb�: ° �'i STA[OF�� CJ, LM. 5114118 F NO CHANGE THIS SHEET %�;`••• Ri4uoez 1070 TECHN0L00YORNE P -�- sEcr�QNs . �. •.,FCOR10h.• J.J. Tr11 R. NocHANOETMssHEEr N.VENICE,FL3427S PLUM.HORIZONTAL ROLLER WINDOW,IMPACT J.R. dFMl 0 NO THIS P.O.80X1528 s�r.4eert sow 4nr,r p„�N, p,,, ft � _ NOKOMIS.FL 34274 Vrsib He[ter A.LYNN will l P.E. n'FK ��, -• HR710 Haff 5 a 11 4127-11 F P.E.N 68705 ITEM DWG#REVI DESCRIPTION MAIL PGT# 1TE19 DWGNIREVI DESCRIPTION I MAIL PGIN 1 4102 A FLANGEFRAMEHEAD 6063-TEAL 612237 66 GLASS 13/16"LAMI IGI/8"A IN.,3/8"AIRSPA 5116-LAW 118"A.090PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 67 13/16"LAM]IGl/8"A IN. 318"AIR SPA C[;5116"LAMI 118"A .090 PVB 118"H3 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI IGl/8"A(MIN.),3/8"AIR SPACE,5116"LAMI(1/8"HS,.090 PVB,1/8"HS) 4 4053 SASH STOP COVEK(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG3/16"A(MIN.),5116"AIR SPACE,5/16'LAMI(1/8"A,,090 PVB,U8"A) 6 4136 FLANGEFRAME SILL 6063-T6 AL 64136 13/16"LAMI I(I-YIVA(MIN.).5/16"AIR SPACE,5/16"LAMI(118-A,.090 PVB,118"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 " 13116"LAMI IG-Y16"A(MIN.),5116'AIR SPACE„5/16"LAMI(1/8-H3,.090 PVB,1/8"HS) Q 8 4131 ROLLERTRACK 6063-TEAL 64131 72 IV16"LAMI IGI/8"A IN. L4"AIR SPACE,7/16-LAW(3/16'A,.090PVB 3116-A 8 71298 W LLERT ECK POLYPROP. 71298 T3 13/16"LAMIIGllB"A N. 1/4"AIR SPA 7/16-LAMI 3/16"A,.090PV8 3/16"HS 12 1626 WEEPADRHOE OPJ?T]CELL FOAM PAD 7P71298 74 " 13116"LAM[IG 1/8"A(MIN), AIR SPAS,7/16-LAMI(3/16"HS,.090 PVB,3/16'HS 13 4002 A FLANGE FRAME JAMB 6063 T6 AL AD16 75 13116"LAMI IG3/16"A(MIN. 3116"AIR SPACE,7/16-LAMI(Y16'A..090PVB.3/16"A) 76 13/16"LAMI IG3/16"A(MIN.),3116"AIR SPAM 7/16"LAMI 3/16"A,.090 PVB,3116"HS 14 4134 GASKET'FOR MAINFRAME SILL JOINT 74134W/K 71 " 13116"LAMI IG3/16"A(MIN.),3/16"AIRSPACE,7/16"LAMI(3/16"HS .090 PVB,3/16"HS) 15 1155 #8 X 1.000 UAD PN.SMS 781PQA 90 1014 SCREEN FRAME OR&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREEN CORNER KEYWRINGS POLYPROP. 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 W STP..187 X.230,FIN SEAL 640666 93 1073 SCREEN SPRING ST.ST. •21 105 SASH TOP&BOTTOM RAIL 6063 TS AL 612?AO 94 1624 SCR>s�l SPLINE-.135 IIIA.FQAM EM PVC • • • 1583 W STP..250 X.270 BACY,FIN SEAL 616830 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC ••••s 23 225-1 RQLIft HOUSING&GUIDE 42112HD 96 SCRffiV CLOTH —.fT ERASSROLLERWHEELS BRASS 7BRWHL2 • •••• 029 4128 •HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N • • 31! 4006 D.& S rAIT1'INORAIL 6063HS-T6 AL 64006 2.71a •••••• 33 1935 1 J70 X.270 BACK,FIN SEAL 67S 160 ••••• •1SWER LATCH DJE-CAST 71096 • • 36 1016 #8 X.625 PH.FL.SMS 7858 ••••• •30••4126 • IDERAIL 6063-T5 AL 64126 2.524 i•000:i 38 683 X14.,.250 X.270 BACK,FIN SEAL 616834 • 3J 7070 • WEATHERSTRIP.187 X 275 67070K Jj .LJ 062 •••••• •40• • i?AILCOVERCAP 74078"C"LORI • • •al• 4139 I.F MEHEAD 6063-T6 AL 64139 000000 42 140 • M.FMMESHL 6063-T6 AL 64140 4 I.F.FRAME HEAD ir4139,805378 •43' '4141 LF.FRAMEJAMB 6063-T6 AL 64141 50 GLAZINGSIIICO DOW 899,995 OR UIVALENT 51 1224 VINYI.GLAZING BEADBUIB THICK 6TP247W,K asooucrxevtseo es mmpiyvig witB the Florida de 52 1225 VINYLGI.AZINGBEADBULB 6TP24M 2.784 Meaiogc0N -051 ,CR Acttpuuum�Na I 53 4039 B GLAZING BEAD-5/16" 6063-TS AL 640398HWMhM 54 4044 B GLAZING BEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 •052 3.152 By 55 4222 A GLAZINGBEAD-7116' 6063-TS AL 64222 We i Product 56 985 C GLAZING BFAD-7/16'W/GRILL KTT 6063-TS AL 6985 1.988 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 I.F.FRAME JAMB tll III"` 60 GLASS 5/16 LAMI(I/8"A,.090 PVB,118 A 43 84141,505376 `\�p\V LYP1N 61 5/16"LAMI(]/8 A,.090 PVB,ll8' HS �..•'410 62 1 5/16'LAMI(1/8"HS,.090 PVB 1/8"HS) 63 " 7/16"LAMI(YI6"A,.090PVB,3/16"AL 2.710 - ": No.58705 64 " 7116"LAMI(3/16"A .090PVB 3/16"HS 42 I.F.FRAME SILL = "� o_ 65 " 7/16"IAM[(3/16"HS,.090 PVB,3/16-HS) #4140,6063-Te v`�! -711S . OMs g�,�. or"pms %�y•'., S1i,TE GF (i/: Lala d'1r4H6 F NOCHANDETHIS SHEET P ..�. PARTS LIST �, < FcoHw�`..•'� nMc 1070 TECHNOLOGY DRIVE JJ rcwTirr E NOCHANOETHrSSHEET N.VENICE,FL 34279 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT t�?t!N JA &2W1 D ADDED !N. TO D1ASS TYPES P.O.BOK 1529 �� •..r , r l I,I a» VmW NOKOMIS,FL34274 Vf4'rriry Barrer d A LYNN MILLER P.E. F.K 7/28108 J.J. 3/nw HR7r0 NTS B 11 4127-10 F P.E.H 58709 �-1.513--j I � I .062 �-{ 1.187 .736 r+- 3. 52 I 1�1.443�1 1. 73 '062 O SASH STOP COVER 1. 73 .062 3. 90 4 #4053,6063-T6 �-2 O 2.764 FLANGE FRAME HEAD O I--- O 6 FLANGE FRAME SILL 7 FRAME SILL ADAPTER r #4102A,6063-T8 #4138,8063-T6 #4137,6063•T6 I 1.363 J .062 • •• oe1 1.1617 oez 13 FLANGE FRAME JAMB • . • • • J #4002A,8083-TB ••••. •f? 1-,j437 �. • 1.403 I_ 0000•• �•••i •�r�1.45F�� 1.48 • 0••• • 0:.: ••: #4025 TOP O HORIZ.ROLLER TRACK 7 FIXE�DSMEETING RAIL • 0 0 •� #4131,8083-T8 ,6063HD-T6 0000• • • 00000 • • 0000•• 0000• • 0000 ••0•• • • • • • • 0000 0••0.0 • • • ••••OL .062 2. 78 0 00000 •• •0 082 2. 28 054 • *see • 1.183 1.187 1. 9 • .062 ••0••• • •• 4 .678 L• • .349 —�( 1.061 1.096--1. —1 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL O SASH SIDE RAIL O GLAZING BEAD,5/76" PRODUCIng ith the 21 es complying with the Pbrida #4133,6083 T5 32 #4008D,8063HS-T8 37 #4126,806376 53 #40398,8083 T5 �mldgNoratian Dans t .050 i eProded { .678 •678 .050 •878 8� 050 �SS llliL� —IS�—I I I 1.096+--�{ 1.096 {��I T 1.115 1 - —1�"! 1.097 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" ......LYNN... #4044B,808375 #4222A,808375 #985C,808375 #4067,6063T5 \`P�?•'41GEN�F'•.�C•,P'� (USED WI GRILL KIT) (USED W1 GRILL KIT) >> ;' No.58705 IS ._1, LM. 61+4/6 F NO CHOSE THIS SHEET �, ..�. EXTRUSIONS ' C)� F i,rr: r 1070 TECHNOLOGY DRIVE t� i �<`� •.,CORIDI`,.•'`\`� r.� +ani++ E NOCHANOETHISBHEET N.VENICE,FL342ffi �_ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '%� JR Ella++ D NO CHOSE THIS SHEET P.G.BGx 1528 au.rvae a e .o"„ a".. NOKOMIS•FL 34274 Vu! Bever 0.LYt�-,, F.KOW . 926 HrrT+a H81f 7 d 11 4127-10 F P.E.xse7� ANCHOR QUAN-nMES,XOX(1/4112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E.F,J,K.L 1. ANCHORTYPES: ANOHOR TYPHF2DOOD Z CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4'ELCO TAPGONS 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATEES ZDNE9 ZD NES ZONES ZONES ZONE9 rn rp v1 m I w 2.GLASS TYPES: D FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL s A 5118"LAMI-(1!8"A,.090,1/8"A) FT,GLASS TYPES G-L SHALL HAVE A W v ' 4B.6116"LAMI-(1/6'A,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.375 2+t Z 1+02+1+02+1 2 1+C2+1+02+1 2 t+C2+1+02+1 2 1+02+1+02+1 2 1+02+1+C2+1 21 G.5118"LAMI-(1/8"HS,.090,1lB'HS) ANCHOR QUANTITY REMAIN UNCHANGED. D.7/16"LAMI-(3116"A,.090,311W A) 48.000 2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 E.7/18"LAMI-(3/18'A,.090,3/16-HS) F.7/18"LAMI-(3/16"HS,.090,3116"HS) 80.825 C2+1 3 1+C2+14 C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 t+02+1+C2+1 3 G.13116"LAMI IG-116"OR 3/16'A(MIN.),5/18'OR 3/8-SPACE,5/18"LAMI-(118"A,.090,1/8 A) 54.000 C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 31+C2+1+C2+1 3 1+02+1+C2+1 3 H.13116"L.AMI IG-1/8"OR 3/18'A(MIN.),6/16'OR 318'SPACE,5/18"LAMI-(118"&.090,118"HS) 60.000C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+CZ+1+C2+1 3 1. 13116"LAMI IG-118'OR 3116"A(MIN.),6/18'OR 3!B"SPACE,b/16"IAMI-(1/8"HS,.090,1/8'HS) 1.13118"LAMI IG-1/8"OR 3118'A(MIN.),3116"OR 1/4°SPACE,7/18"LAMI-(3116"A.090,3/16°A) 63,000C2+1i 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 K.13118'LAMI IG-1/8"OR 3/16'A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3/16'&.090,3116'HS) 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 211+02+1+C2+1 2 1+C2+2+C2+1 2 L. 13/16"LAM]IG-1/8"OR 3118"A(MIN.),3/18"OR 1/4"SPACE,7/16"LAMI-(3/18"HS,.09D,3116°HS) 48.00D 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.628 1+C2+1+02+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1i 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GOTO NEXT LARGER WINDOW IN TABLE. • •&OW 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+c2+2+02+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • • • 25 314"MAX.FROM CORNERS. b0. • • ••• 000 1+Lj+1+Cj=1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+113 1 1+C3+2+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221!2"MAX.O.C. •••••• • • 61000 1+ t1;C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 31 1+03+2+03+13 TABLE KEY: •••••• x .378 1+Q2+2+C2+1 2 1+C2+1+02+1 2 1+C2+2+02+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+02+112 X O X • 1+C3+4+C3+1 3 r ANCHOR QUANTITY PER JAMB • • 48.000 1+ +2402+ 3 1+C2+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 • ••see* 8$.628 1+02+2+C2+1 3 1+C2+1+02+1 3 1+02+2+02+1 3 i+C2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. •••••§.000 1+{2+2+t2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ••••• • • AT EACH MEETING RAIL PLUS(1) • • 80.000 1+C2+2+C2+ 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3.1+r-3+2+03+1 3 ••••• ANCHOR AT EACH OPERABLE VENT • • ••••98.000 1+02++C+ 3 1+02+I+C2+1 311+03+2+C3+1 31 1+C3+2+03+1 3 1+02+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. •••••• 84.000 x 36.378 1+ ++ +1 2 1+C2+2+02+1 2 1 1+C2+2+C2+1 211+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. • • • 48.000 1 ++ + 3 1+C2+2+02+1 3 1+02+2+C2+1 311+02+2+C2+1,3 1+02+2+C2+1 3 1+03+3+q+1 3 (3"MIN.O.C.ANCHOR SPACING) •••••• •••• • j19.825 1 + U-A 311+02+2+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 �25 314"max. •• 0666 1 2+ +1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 000000 3311+03+2+C3+1, --�1--3-MIN. ••••1O.00D 1+M+2+0241 311+02+2+02+1 3 1+q+2+03+1 3 1+03+2+03+1 3 1+C2+2+02+1 3.1.+04+3+04!L3 • %3.000 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C3+2+03+1 3 1+03+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 9"REF. X O X PRODUCT REVISED 106.375x 38.378 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2+112 o complying with tho FWda Euilding Codd 48.000 1+C2+3+02+1 3 1+C2+2+02+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. nccepmnce 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 66.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE)14C3+3+03+1Mia i nae 60.000 1+ +3+C3+1 3 1+C2+2+C2+1 3.1+04+3+C4+1 3 1+04+3+C4+1 4 1+C3+3+q+1 3 1+C4+4+C4+1 3 63.000 1+03+3+03+1 3 1+C2+2+02+1 3 1+04+3+04+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C8+4+C6+1 3 26 3/4"MAX. 1 1/2'TYP. 111.000%38.376 1+C2+3+02+112 1+C2+2+C2+1 211+02+3+02+1 211+02+3+C2+11 3 1+02+3+02+11211+C2+4+0241 2 [f3"MIN. SII 48.000 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+02+1 3 1+03+47C+1 3 �F 9„ z t `��`\�,L� 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1R3l+C4+3+C4+1 1+03+3+13 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+4+03+1 3 X O X 1: ,. `CF 64.000 1+C3+3+03+1 3 1+02+2+C2+11+q+3+C3+1 3 1+C3+3+03+1 3 1+03+3+C3+1 3 1+C4+4+04+1 3 N•!o SC7US 60.000 1+03+3+C3+1 3 1+C2+2+02+1 3 1+C4+3+C4+1 4 1+C3+3+03+1 3 1+04+4+04+1 3 MTG.RAIL,TYP.63.000 1+03+3+C3+1 3 1+C2+2+C2+11+04+3+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+06+4+08+1 4 EXAMPLE CLUSTER W!QTY.OF(4)ANCHORS er a m t.ao. }n STA 7 L I S I<u LM. 5/14/15 F NO CHANGE THIS SHEET ANCHORAGE SPACING, (114-112-114) ,•. Rh+tla,L• 1070 TECHNOLOGY DRNE f<r ��`� •F,C C;.,,D�'•1 \ J.J. 10/17/11 E NO CHANGETN/3SHEET N.VENICE,R34275 Rnitrs ALUM.HORIZONTAL ROLLER WINDOW IMPACT C� J.R. B/ 11 O ADDEDlOCAPTOBETEMPERED +30fTNOTE P.o.e0x1s2a en.�we �, awe Q„"yNO, ' ,� ��,+, ``` _ NOKOWS,FL 34274 Visibly Better A LYN14'A1Was,P.E. F� ? a HR710 NTS 8 d 11 4127-10 F P.E.q 58705 ANCHORQU MME&WX113-113-ii3liWINDOWS TABLES NOTES: GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F,LJ,K,L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 11 CON! 1.ANCHOR TYPES: ANCHOR TYPE 1 ANCHOR TY TAPCONS 2-114"ELCO S84 CRETE-FLEX 3412#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES to LANES rn 2.GLASS TYPES: " FOR INSTALLATION IN THVHZ ABOVE 30 WI DOW SIZE HEAD&SILL HEAD&S1LL HEAD&SILL HEAD&SOl HEAD&BILL f HEAD&SILL A,5118"LAMI-(1/B"A,.090,1/8A) HE -, � B.5118°LAMI-(1I8°.,.090,1/8'HS) FT.GLASS TYPES G-L SHALL HAVE A 48.000x 38.378 1+C2+1+C2+112 1+C2+1+G2t1 2 1+C2+}+C2+1 2 1+C2+1+C2+1i 2 1402+1+C2+tl 2 1+C2+1+C2+1 2 C.5/16"LAMI-(1/8°'A490,1/1 A) TEMPERED I.G.GLASS CAP.BOTH THE G AND • D.7/18°LAMI-(3/18".,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1402+1+C2+1 3 1+C2+1+02+1 3 E.V18"LAMI-(3116".,.090,3118°HS) 60.628 1+p+1+C2+1 3 1+C2+1+C2+1 3 1402+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 141:2+1+02+1 3 F.7/16"LAMI -(3118"HS,.090,3116"HS) OR 3fW SPACE,5116-_ 64.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1tC2+1 3 1402+1+02+1 3 H.1311W LAMI G-118°OR 311V A(MIN.),5/16"OR 3/8'SPACE,5118G.13116" "IAMI-(1/6'.,.090,18"HS) 60.000 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1402+1+02+1 3 1402+1+CZ+1 3 1+C2+1+02+1 3 I 13/18°LAMI IG-118"OR 3/16'A(MIN.),5116'OR 316'SPACE,5116°LAMI-(1/8'HS,.090,1/8"HS) 83.000 I+C2+1+C2+113 1+CZ+1+02+1 3 1+C2+1+C2+1 3 7+02+1+02+1{3 1402+1+02+1 3 1+q+1+C3+1 3 J.13/16'LAMI IG-118"OR 3118"A(MIN.),3116°OR 1/4°SPACE,7/16"LAMI-(3116-A,.090,311 B-A) 63.126x 36.376 1+C2+1+C2+1 2 t+C2+1102+1 2 t+CZ+1+C2+1 2 1+02+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 K.13/18'LAM[IG-1/8'OR 3/16"A(MIN.),.)3118'OR 114"SPACE,776"LAMI-(3116'.,.090,3119'HS) H 48.060 1+0211+C2+113 1+C2+1+C2+1 3 1+C2+1+C2t1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 f+CL+1+C2+1 3 L. 13/18'LAMI IG-1/8"OR 3/18"A(MIN.),3/18°OR 1/4°SPACE,778'LAMI-(3/18"HS,.090,376°HS) 50.625 1+C2+1+C2+113 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1?3 1+02+1102+1 3 3'WINDOW DIMENSIONS.H OR WINDOITIES W SIZESPER NOTSHOWN,00 O NEXT LARGER WJACENT TABLE AND BASED INDOW THE DOW IN TABLE. 54.000 1+02+1+C2+113 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+f 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 • 1041100 1402+1+C2+1 3 1+C2tt+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+i 3 1402+1+C2+11 3 1+p+1+03+1 3 HEAD&SILL: 10112'MAX,ON EACH SIDE OF MEETING RAIL CENTERLINE • • • • 14"MAX.FROM CORNERS ••$100 1+C2 1+C2+11 3 1+C2+1+C2+1.3 1+C2+1+02+1 3 I+02+1+02+1 3 1+02+1+01+1 3 t+p+1+ 25 3 C3+1 JAMBS: 9'MAX.FROM CORNERS AND 221/2"MAX.O.C. •0000• • • 80.000x 38.3j8 1+0211+OE+1 1+C2+1+C2+112 1+02+1402+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1tG2+1+C2+1 2 •••6f8.8D0 1+C241 C2+1 1+02+1+C2+113 1+C2+14CP+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 TABLE KEY. O X 0:000* • 50. 18 1+C 1+ +11V 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 7+02+1+02+1 3 1+0241+02+7 3 • • • 54.000 1+C2.1•�i1j 1+0241+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+CZ+11 3 1+p+1+03+1 3 1+C3+1+03+1 3 —ANCHOR QUANTITY PER JAMB •••••• B0d100 1+C2+ + 1+C2+1+C2+1!3 1402+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+p+1+C3t1 3 HEAD AND SILL ANCHOR QUANTITIES ••••b% 1+C241+C7+1 3 1402+1+C2+1 3 7+C2+1+02+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ••••• • ON EACH MEETING RAIL PLUS(1) ••• •• 66.0002 38.375 1402+1+02+ 1+C2+1+02+112 1+C2+1+C2+112 140211+02+1 2 1+C2+1+C2+f 2 1402+1+02+1 2 • • ••••68:*0 1+C++ +?3 1+C2+1+C2+1 3 1+CZt1+C2+f 3 f4C2+7+G2+113 1102+1+C2+1 3 1+02+1+02+1 3 ANCHOR US(1)AT EACH AT FIXED SECTION. ••0••• • 60!828 1+C244�C4141 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+p+1+03+1 (9)ANCHORS TOTAL AT HEAD AND SILL. • • • "Am 1+cavvq 41 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+0-3+1+C-3-+13 •••0•• 00060.000 1+C+1142+1 3 1+C2+7+C2+1 3 1+C2+t+C2+1 3 1+C3+1+03+1 3 1+C2+1+02+1 3 1+C3+1+03+1 3 (3"MIN.O.C.ANCHOR SPACING) • • 8SOD0 1+02+1+C2+1 3 1+02+1+02+1 3 1+p+1+03+1'3 1+03+1+03+113 t+C2+1+02+1 3 1+p+1+031 25 3/4"MAX. • T4.000x 38.376 f+062+1* 1 2 1+C2+1+C2+1 2 1+G2t1+C2+1 2 1+C2+1+01+1 2 1+C2+1+02+1 2 1+02+1+C2+1 2 6.0 0 0• 1� 3 MIN. •••0"Y,000 1+0281+C2+ 3 1402+1+0241 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1102+t 3 1+03+1+03+1 3 • at 628 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 9"REF. X p X 54.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+03+1+03+1 3 T _ PRODUCI•REVISM 60.ODO 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+p+1+p+1 3 1+C3+14ptt 3 1+C2+7+C2+1 3 1+03+1+03+1 3 t as complying ng 0with the Florida Building Coda 63.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+11 3 1+03+1+p+/ 3 1+C2+1+C2+1 3 1+p+1+03+1 3 MTG,RAIL,TYP. Ac«ploon No 5-O 1q,Q91 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS irw1onD°" Q� 64.000x 38.376 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+113 1+02+1+C2+1 2 1+C2+1+02+1 2 48.000 1+02+1+02+1'3 1+C2+1+C2+1�3 1+C2+1+C2+1 3 I+CZ+1+C2+1;3 t+cz+l+c2+1 3 1+p+f+p+1 3 (SHOWN IN TABLE KEY ABOVE) °y 60.626 1+C2+1+C2+1 3 1402+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 110241+C2+1 3 1+p+1+03+1 3 N1i I ade Product Co 64.000 1+C2+1+C2+113 1+02+1+C2+1 3 1+p+1+ I 3 1+03.1 . 3 1+02+1+C2+1 3 1+p+1+03+1 3 25 3/4'MAX. 60.w0 1+C2+1+C2+1 3 1+02+1+02+1 3 1+p+1+03+1 3 1+03+1+03+1 4 1+03+1+p+I 3 11p+1+03+1 3 11/2"TYP. ` 11 I I 111 j7 63.00 1+03+I+C3+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 1+03+1+p+1 4 1+0341+03+1 86.437x 38,376 1+C2+14C2+1 2 1+C2+1+C2+1 2 1402+1+02+1 2 1+02+t+C2+1 3 t+C2+t+C2+1 2 1+C2+1+C2+1 2 g"REF. X O X ��.•'' UErt�e P �% 48.000 1+C2+1+02+1 3 1+C2+I+C2+1 3 1+C2t1+C2+1 3 1+02+1+02+7 3 1+CZ+1+02+1'3 1+p+1+03+1 3 .. r 80.626 1+02+1+1+02+1+02+1U -1 3 1+C2+7+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+7 3 1+CZ+1+02+113 1+p+1+p41 3 PIo.58705 64.000 1+C2+1+C2+113 1+C2+1+C2tt 1 3 1+p+1tC3+1 3 1+03+1+03+1 3 1+02+1+C2+1 3 1+p+1+p+1 3 MTG. 60.000 1+C2+1+C2+f13 I+C2+1+01+1 3 1+p+1+C3+1 3 1403+/+p+1 4 1+03+1+p+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY,OF(4)ANCHORS ��Zl�f 63.000 1+C3+1+C3+1'3 1+02+1+C2+f 3 1+C3+t+C3+1 3 1+03+1+C3+1 4 1+C3+1+C3+113 1+C4+1+04+1 4 a ;/ ', SALE: r ,•'.��' ANCHORAGE SPACING XOX 1/3-1/3-1/3 ° CJ14N6 F NO CHANGE THIS SHEET % �a' ff-w— 1070VENICE.FL342RNE 7rr J,y• }OHTfl} E NO CHANGETHI38HEET N.VENICE,FL ��,,, ALUM.HORIZONTAL ROLLER WINDOW IMPACT J,}}• g/p/}7 D ADDED fQCAPTOBE7EMPEREO +30fTNOTE• P.O.sox 1529 �,�. ee.e c�..ro� '� A.LYNNMIUERP.E. NOKOMIS.FL34274 VMbO&tmr HR71D ^J'�$ 8 d 11 4127-1� F P.Ea59705 F.K. 2H3/OB J.J. 3/28/08 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,JX,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 1 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2 GLASS TYPES: A.5118"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W NDOW SIZE 2 y 0 g m 6 o i U) c B.6118"LAMI-(1/8"4,.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A V S ey ' =e3 ' x ad ' =op =a0 .� = otl -� C.5/16"LAMI-(118"HS,.090,U8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7116"LAMI-(3116"A..090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 E.7/18"LAMI-(3/16"&.090,316"HS) 48.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/18"LAMI-(3/18"HS,.090,3116'HS) 50.625 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 G.13/16"LAMI IG-11W OR 3116-A(MIN.),5/16-OR 3/8"SPACE,5/16'LAMI-(1/8-A.090,118"A) H.13/16"LAMI IG-1/8'OR 3116"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(118"A,.090,1/8"HS) 54.000 1+02+1 3 1+132+1 3 1+132+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 I. 13116"LAW IG-1/8'OR 3118'A(MIN.),5/16"OR 3/8'SPACE,5/18"LAMI-(1/8"HS,.090,1/8"HS) 60.000 1+132+1 3 1+132+1 3 1+133+1 3 1+132+1 3 1+132+1 3 1+133+1 3 J.13116'LAMi IG-118"OR 3/18"A(MIN.),3/16'OR 1/4'SPACE,7/16'LAMI-(3116'A,.090,3118'A) K.13118"LAMI IG-118"OR 3116"A(MIN.),3/18"OR 1/4"SPACE,7/16"LAMI-(3116"4,.090,316"HS) 63.000 1+132+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 L. 13116"LAM[IG-118'OR 3118'A(MIN.),3116"OR 1/4'SPACE,7/16"LAMI-(3/16'HS,.090,3116"HS) 48.000 X 38.375 1+132+1 2 1+102+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+132+1 2 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48,000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE. • •• 50.625 1+132+1 3 1+132+1 3 1+133+1 3 1+132+1 3 1+132+1 3 1+133+1 3 HEAD&SILL. 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • • .54.000 1+C2+1 3 1+132+1 3 1+C3+1 3 1+C2+1 3 1+132+1 13 1+03+1 3 18 3/4"MAX.FROM CORNERS. •••••i •••• 60.000 1+r. + 3 1+C2+1 3 1+C3+1 13 1+C3+1 3 1+132+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. • • •••••*63.000 14133+1 3 1+132+1 3 1+133+1 3 1+133+1 3 1+132+1 3 1+133+1 3 TABLE KEY: 0 X •i•••• EM.125 e38.375 1+ 2+1 2 1+C2+1 2 1 1+C2+1 1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+133+2 3 ANCHOR QUANTITY PER JAMB •• ' 48.000 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 •••••• •50.625 *624A 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS •••••• CENTERED ON THE MEETING RAIL •••�•s • 054,000 it 3 1+132+1 3 1+133+1 3 1+133+1 3 1+132+1 13 1+133+1 3 ••••• •60.000 tty ;.6, 4 1+132+1 3 1+133+11 3 1+133+1 4 1+132+1 3 1+6+1 3 PLUS(2)ANCHORS AT OPERABLE ••••• VENT AND FIXED SECTION. (7) • • • • 63.000 4 1+C3+1 3 1+04+11 3 1+03+1 4 1+C3+11 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. 9999•• • • Ox 38.375 a 3 1+C2+1 2 2+02+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 9.0 6 00 48.000 + 3 1+C2+1 3 2+C3+2 3 1+132+1 3 1+C2+11 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) •• •••••50.625. 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 13 2+C3+2 3 18 3/4'MAX. •goose* • 54.000. 1.133+4 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 �--3"MIN. 0•••: 60.000 1+C3+ 4 1+C3+1 3 9"REF. 2+C4+2 4 1+133+1 4 1+133+1 3 2+04+2 4 �RAL 63.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 1+C3+1 4 1+C3+1 3 2+134+2 4 - PRODUCT REVISED 66.000 X 38.375 2+C2+2 3 1+C2+1 2 2+132+21 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 m complying with the Roride MTG. Btulding Cod*,5 48000 2+132+2 4 1+132+1 3 2+133+21 3 2+132+2 4 1+132+11 3 2+133+2 3 Acceplance 50.625 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+2 4 1+02+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS E etialDd54.000 2+133+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+133+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+11 3 2+C4+2 4 63.000 1+133+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+11 3 2+C4+2 4 18 3/4'MAX. 1112-TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1--3"MIN. 'ml 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+03+2 4 2+C2+2 3 2+133+2 4 9"REF. X O :��.it .. 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2i 3 2+C3+2 4 - - :' o'e1a'< ':�' 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 32+13 4+2 4 No.58705 60.000 2+C3+2 4 1+C3+1 3 2+134+2! 4 2+03+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL - _- 63.000 2+C3+2 4 1 1+C3+1 1 3 2+C4+21 q 2+C4+2 5 2+133+2j 4 2+134+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS L.M. 6N4/16 F NOCFMNOETHIS SHEET ANCHORAGE SPACING,OX AND XO WINDOWS 1070 TECHNOLOGY DRIVE T!r i/tC`,�`'•• ORIUP'.\SCJ \ J.J. ranirr E NOCHANOETxISSHEEr N.VENICE,FL 34276 ALUM.HORIZONTAL ROLLER WINDOW IMPACT J.R 6!'10/11 D ADDED 10 CAP TO BE TEMPERED +SOFT NOTE. P.O.Box162e ewowe �„p,, NOKOMIS.,FL 34274 Vwbb gets• A'LYNN h4ttl.l:R P.E. ` F eMg- J.J. Sam IIRTfo NTS !0 d !1 4127-90 F P.E.ase7os 1311-'IN.E.D.TYP. NOTES: MIN.3.4 KSI ! 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE 1"MIN.EDGE NOTE 3 13/6" TAPCONS EMBEDED 1 3/8"MIN.OR 1/4'884 CRETE-FLEX EMBEDED 1 314"MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. �` '••;: NOTE 1 1x WOOD a < 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" I 1/ © THAN 1 Ire. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.J MAX.J CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 IIr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD T7 ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-75 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM ,L) '31T' 1/4"MAX.SHIM 1 1/tI MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. • •• I I MIN. I I :ego*: • (1.5 KSI CMU) •0009• =Q OR •••••• PER NOTE 1 2-1l2"MIN.EMBEDMENT 0 • O (3.4 KSI CONCRETE) •90s09 990999 • 0 WOODCONCRETE 0 ARCHOR, ANCHOR, C � 0 1 9 0 0 0 NOTE NOTE 1 13/4" b EXTERIOR INTERIOR F"> 000000 " EDGE • ' 't'MIN.E.D (HEA &SILL DETAILS A,B,C,D, &H) 0000• 0 • TYP. 99• • 999SEE NAILING0 �E�tll�(1D�BUCK,NfiTE3 1x WOOD BUCK,NOTE 3 INTERIOR 5/8 MIN.EDGE •••••s CE'TAIL E DETAIL F (JAMB DETAILS E.F&1) 0 � • •••••• EXTERIOR 099s99 9999 y�•FLANGEFRAMEJAMBSECTIONS 'D5/6"MIN. 9 • 0 •WCRETE •••9 WOOD DETAIL H (HEAD) •••••• ANOIHOR, • • ANCHOR, ••VTE 1 NOTE 2 NAILING .131 DIA.MIN.x 21/2"NAIL AT CORNERS AND 5"O.C. n�n PRODUCT REVISED TYPICAL DETAILS G,H&1. U as complying svilh tha F1wWa Building Code 114" 1/4" Acceptance No I S-a5 1 MAX. MAX. �— �pirmion Data SHIM SHI SEE /8"MIN.EDGE Jn Mi Dada Product ..i U . NOTE 1 - __ 1 3/8 MIN. NAILING it1111lI 2-1/2"MIN. 13/4"MIN. " �- SEE NAILING MIN.3.4 KSI E.D.TYP. t"t�IN•6bGE �� ta�.•''�g;eNs�''•��q CONCRETE 2x WOOD ' DETAIL C BUCK, DETAIL D 2-1/2"MIN.EMBED Y NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) _ No.sB/os TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 72 er 0 oxs n„m t o"wta '. STAT L.M. 5114115 a.0 CORRECT OPTIt)MALBUCJ(NOTE TOINCLUDE CMU 1010TECHNO,1 Y11RNE ANCHORAGE DETAILS ; F.S•"....Hu.?.•;\�;•;-�� J.J. 1fY17/H E NO CHANGE TMS SHEET NNEI CER34276 cw ALUM.HORIZONTAL ROLLER WINDOW,IMPACT r� 3Nn1- .Ut &2Wf 1 D NO CHANGE MS SHEET P.O.BOX 1529 e.•�.f+oaa 4n.e K, n.< t!I�I I +A �, pwdne dm: NOKOMI9,FL 34274 Visibly Better A LYNN 1111L P.E. RK 9J28/OB Jd. 323/08 M+Ffo Half 11 d 11 4127-10 F P.E.069705