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REV-16-4 Miami Shores Village g JAN ®4.201 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 BUILDING Mager Permit No.WS - ))8:-LS---2- 0 PERMIT APPLICATION Sub Permit No.P� l—16 Y- VBUILDING ❑ELECTRIC ❑ ROOFING9VISION C]EXTENSION [:]RENEWAL ❑PLUMBING ❑MECHANICAL r-1 PUBLIC WORKS 0 CHANGE OF ❑CANCELLATION ❑SHOP r� ` CONTRACTOR DRAWINGS JOB ADDRESS: 1 ` , ,� � 1 1 City: Miami Shores County: Miami Dade zip: 3 O Foiio/Pairoe{#: �J 18��r3-�� s Q Is the Building HisWcally DesWused:Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Geo, Phone#: ?40 1&. .( 'J Address: �� 'c" �� Cpl .--,-T City: State: L r Zip: Tenant/Lessee Name: r Phone#: Email: O�NTRACTOR:Company Name: UY `r 5 Phone#k �,4s(o— 4(o Address: S`1 `.-t"J City: 1 LCAT a l am' State: FCS —7J P: 8i Qualifier Name: s � ^ U rrr�s-�✓,� Phone#: `4 State Certification or Registration#: 61-G 15--JO(rZll Certificate of Competency#: DESIGNER:Architect/Engineer. Phone#: Address: City: State Zip: Vakw of Work for this Permit:$ it 01'51 rk:C1 ,b O Square/Linear Footage of Wo Type of Work: ❑ Addition ❑ Alteration ❑ New pair/Replace ❑Demolition Description of Work: LHFl A Spec*color of color thru tile. Submittal Fee$� 2 Permit Fee$ � �•CK) CCF$ 00/CC$ Scanning Fee$ 9 • Radon Fee$ DBPR$ No twy$ Technology Iia$ Trabring/Edacation Fee$ Double Fee$ Structural Reviews$ Bond$ AL FEE NOW DUE$ (ROWS ao2/24/2M) Mm EL E IMERt: v 1 Bonding Company's Name(if applicable) Bonding Company's Address qty 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: 1 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 TWia 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 falth that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property Is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit Is Issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �- Signature OWNER or AGENT CONTRACTOR The foregoing instru ent was acknowledged before rhe this The foregoing Inst enc was acknowledged before me this 1,8 day of �CQ M .20 1 S ,by 101 day of C-e f r ,20 by G n who Is personally known to who is�rsanally knownso me or o has r4�uced as me or who has produced as Identification and who did take an oath. Identification and who did take an oath. NOTARY PU NOTARY PUBUC: r *ot •:�'�o MARIAARRETA * * i#N COMMISSION#FF IM Sign: EXPIRES Deoanber 17,2018Sign: Print: Print: G Seal: Seal: WMAMIETA MNC314118 ISI * * EXPI E&December 17,2018 Aw" R QXH APPROVED BY f s— Plans Examiner Zoning Structural Review Clerk (Revi OM2/24/2014) Florida Building Code Online Page 1 of 4 IlaY t h t 3 y Florida Department! KIS HMM Log In . Wer Registration rat To" : Swmm sanamtge stats a Fads Pubkadona MC st ff KIS Sm Map . Lwo sord . Busines /�,, �- Product Approval Professional usm,PpftUW Regulation Product Aooroval Menu>Product or Aoplicatlon Seamb>Appkation U >ApplIcKlo 1 Wall may. FL!! ii� 10 Application Typeslon Cade 201 Version 4 e Application Status Approved Comments Archived Product Manufacturer Piastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickwOrwbidgconsuitants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott 3ohnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext i8 scottjohnson0plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronocDnneii@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 7.King,P.E. Validation Checklist-Hardcopy Received •• ••• • • • • • •• Certificate Andependen& : : : : : FLIS210 R5 COI CERTIFICATE of INDEPENDENCE.odf • •• • • • • ••• • •• ••• •• • • • •• Referenced Standard and Year(of Standard) Standard X"L ASTM D1929 1996 • ••• • • ••• • ASTM D2843 1999 i i i i • i i i i i ASTM D635 1998 •• • • •• • • • • • • • •• • • • •• • •ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ••• • • • • ••• • • ASTM G26 1995 • • • • • • • • G 155 2005 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h s://www.floridabuildin .or r/ r a dtl.as x aMM--WGEVX v3 VVKJZ1... 12/30/2015 nP g �P P_ PP_ P 2P Q�Dq Y 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 FU5210 R5 Eauiv Eauivalencv Of Standards.odf 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 Of Products PL# Model,Number or Name Description 15210.1 a.Smooth/Wood Graln/White Wood 618'Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Umits of Use Installation Instructlons Approved for:use In HVHZs Yes FL15210 R5 II Inst 15210.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures 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. 15210.2b.Smooth/Wood Grain/White Wood 618"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO- lFiberglass Door Configurations) Umks 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 Pressures N/A Evaluation Reports Other.See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.2.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.3 c.Smooth/Wood Grain/White Wood 618"Impact"Opaque Fiberglass Double Door with or without ::I Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing()X;OXXO-Configurations) Fiberglass Door Umits of Use Instalbstion Instructions Approved for use in HVHZs Yes FL15210 R5 II Inst 15210.3.odf Approved for use outside HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Othen See INST 15210.3 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.3.ndf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.4d.Smooth/Wood Grain/White Wood 618'Impace Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Umits of U • 00* • •L •�•• i i ••• Installation Instructions Approved r use la H%&les: • • • FL15210 R5 II Inst 15210.4.odf Approved fdr use je� $HtHjs V •• Verified By: Lyndon F.Schmidt,P.E.43409 Impact Reei;Gnts •• • • • •• Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other.See INST 15210.4 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.4.1)df additional ysse Itptions,UuWllgion insil"cjions and Created by Independent Third Party:Yes product parlicui oars. • • • • • • • 15210.5 • •• m;01-Wood tai�+ite Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or •• • n/Rustic/Ma dgany Series 0 Sidelites-Inswing/Outswing(OX or X0;OXO- Fibergiass Door Configurations) Umits of Use• • • • • ••• • • Installation Instructions Approved fj use in J%rs FL15210 R5 II Inst 15210.5.odf • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1... 12/30/2015 Florida.Building Code Online Page 3 of 4 Approved for use outside HVHZs Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other See INST 15210.5 for Design Pressure Ratings,any FLIS210 RS AE Eval 15210.5.adf 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 0 Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZs Yes FL15210 R5 II Inst 15210 6 odf Approved for use outside HVHZs Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Othen See INST 15210.6 for Design Pressure Ratings,any FLIS210 R5 AE Eval 15210.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.7 g.Smooth/Wood Grain/Whlte Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rusti4Mahogany Series 0 Configuration) Fiberglass Door Umks of Use Installation Instructions Approved for use In HVH&Yes FL15210 R5 II Inst 15210.7.odf Approved for use outside HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluators Reports Othen See INST 15210.7 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 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 Sldellte or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Umits of Use Installation Instructions Approved for use in HVHM Yes FLIS210 R5 II Inst 15210.8.odf Approved for use outside HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pr sures N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Eva[ 15210.8.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.9 1.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX;O)XO-Configurations) Fiberglass Door Umks of Use Installation Instructions Approved for use in HVHZs Yes FL15210 R5 II Inst 15210.9.odf Approved for use outside HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Othen See INST 15210.9 for Design Pressure Ratings,any FU5210 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/Rusdc/Mahogany Series O Configuration) Fiberglass Door Umks of use Installation Instructions Approved for use in HVHZr Yes FL15210 R5 II Inst 15210.10.odf Approved for use outside HVHZs Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Others See INST 15210.10 for Design Pressure Ratings, FLIS210 R5 AE Eval 15210.10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product pa Marl.•• • • • • • •• 15210.11 •. •; .$m4ot0//� GrMWWhite Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or •• ••• Orsin/R•istk NN osany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Umlta of Use Installation Instructions Approppb foP{fie in F"t Y&L ••• FL15210 RS II Inst 15210.11.odf puse reivedefor �F�s'e ' i ' Verified y Schmidt, 9 Impact A4ss4gtY • • • • • Created bIndependent arty:Yes DesigrPresstres N/A••i • i Evaluation Reports Others See INST 15210.11 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.11,odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product pajlarg. • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1... 12/30/2015 Florida Building Code Online Page 4 of 4 15210.12 1.Smooth/Wood Grain/White Wood 810"Impact"Opaque Fiberglass Double Door with or without Grain/Rusd4Mahogany Series 0 Sidetites-Outswing(XX;OXXO-Configurations) Fiberglass Door Umits of Use Installation Instructions Approved for use in WOW Yes x.15210 R5 II Inst 15210.12.Ddf Approved for use outside HVHZi Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other See INST 15210.12 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.12.ndf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.13 m.Smooth/Wood Grain/White 810"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series 0 Fiberglass Door Umiffi of use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.13.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure[N/A Evaluation Reports Others See INST 15210.13 for Design Pressure Ratings, FL15210 R5 AE Eva] 15210.13.0f any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.14 n.Smooth/Wood Grain/White Wood 810"Impact"Opaque Fiberglass Double Door with Surface :I Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door UmRs of Use Installation Instructions Approved for use in HVHZ:Yes F1,15210 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 n Pressures N A Evaluation Re Design / ports Othe:See INST 15210.14 for Design Pressure Ratings, FL15210 R5 AE Eva[ 15210.14.odf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.15 o.Smooth/Wood Grain/White Wood 810"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSER"an operational window insert-Outswing(X- Fiberglass Door Configuration) Umits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.15.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Rasistattti;Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other See INST 15210.15 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.15.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back FN— Contact extlid .Us:: Phone:LO&M7.1824 The State of Florida Is an AAIISO emplayer.Coavrbht 2002-2013 SUM of Florida.::pdvacy :,Accessiblift Ste Refund under Florida few,emall addresses are public records.If you do not want your e-mail address released In response to a publk-retorts request,do not send electronic mad to this entity.Irma,contact the office by phone or by traditional mad.If you have any questions,please contact 850.407.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,1 licensed under Chapter 45S,F.S.muat provide the Doparbrsmt with an email address it they have one.The emacs provided may be used for official conarumication with the licensee.However ernad addresses are public record.If you do not wish to supply a personal address,please"Ads the Depart nhem with an erneff address which am be made available to the public To debanmine If you area Iicensae under Chapter 455,F.S.,please dick I gig,. Product Approval Acceptor E2 sCCarltVMJ rRhcS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr app dtl.aspx?param—WGEVXQWU)gv3yWKJZl... 12/30/2015 R W R W Building Consultants, Inc. B Consulting and Engineering Scrvices for the Building industry C P.O.Dox 230 Vairko,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate orAuthorization No.9813 Cate o Sub Categouct ry Manufacturer Product Name Swinging Plastpro,Inc. Smooth/Wood Grain/White Wood Grain Exterior 5200 W.CenturyBlvd Rustic/Mahogany F.xteriar Door eg Y Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.9695773 InsmingOdpWing-"Impecr Scope. Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plestpro Inc.,based on Rule Chapter No.61 620-3,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. UmAndons. 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". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the"HVHZ"this product complies with section 1626 of the Florida Building Cate and does not require an impact resistant covering. 4. When used In areas outside of the"HVHZ"requiring wind bome 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 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architecL 7. Outswing configurations meet water infiltration requirements for"HVHZ". Ail other configurations do not meet the water Infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 decrees. S. See drawing FL-15210.1 for size and design pressure limitations. SupporBng Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-04,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM O 635-98,638.03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-x-255.17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Dohian,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.SchmK P.E. 4. Quality Assurance Certificate of Participation issued by National Agitation and Management Institute,certifying that Plastpro,Inc.is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and Guide 53. tea:. F� w Lyndon F.Schmidt,P.E. FL PE No.43409 ••• • • • • ••• • • 4/24/2015 Shlet 1 of 1 • • • • • • • • • • •• •• • ••• •• ••• • •• •• ••• 0 0 last ;...�•...�..�.. .. .. p r o p 37.50°MAX OVetAlI ('— tTtMAE WIDTH 5200 W. CENTURY BLVD. I I LOS ANGELES, CA 90045 �'�,,''••� •�• ' o`er $ Smooth/ Wood Grain/ White Wood Grain ® A Rustic /Mahogany Series O Rbergiass Door a INSWING/OUTSWING Z "IMPACT" ° GMERAi NOTES 1. iris product has been evaluated and Is in compliance with the Stn&Mlon(2014)Ronda Building code (RSC)structural requirements including the Wo velocity Hwtane Zone°(HVHZ). 2. Product anchors shall be as listed and spaced as shown on detalls.Anchor embedment to base material shall be beyond wall dressing or stud. m " O 3. When used in the'HWr this product complies with Section 1626 of the Ronda Uft Code and does not require an Impact resistant covering. I 4. When used In areas outside of the"HVKr wind borne debris protection this •••• n requiring Pro Product complies with • •� a Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets �••� : • • ' ffdsft level V and includes Wind Zone 4 as deified In ASTM E 1996 and Section 1609.1.2.2 of the FBC. •••••• 5. For 2x stud construction,anchoring of these utas stay be the same as that shown for 2x buck masonry •••i•• • • .r • construction. Ln •••� •••• i i 6 Site conditions that deviate from the detalls of this drawing mquke further engfiea6g analysis by a kansed •••• •••• • engrleei or registered ard'Iftect. •• •• • • • 7. Outs i g conti9uraHons meet water infiltration requrements for 91VHr.Allatherconfigiurationsdonot •••••• • mit the water r►filiratiort requirements for the"IiVHZ°and must be Installed only finon-haWo6le areas or • • • at habitable locations protected by an ovetwng or canopy such that the angle between the edge of • • • • • • canopy or overhang to sill is less than 45 degrees. •••••• Z TAKE OFCONiEMIS •• • •••• • • SHIM 05COW08 •••• i n 1 Typfcd elevation,design txesstues.&grerd rates 37.59° 2 p 3 ltainontalcosssecibn INSVANG x +75.0 -75.0 02116112 4 Verkdcxsssections 112.00" S(W N.T.S. ° s" 5 lockdetolis 37.59" 6 lock deters wat en JK 7 Buck andiramear OUTSWING x +75.0 -75.0 ox or LFS 8 Cw►tpot>ents 81.13° r rw.: � 9 95 of rmatettc>is sheet 2 for hardware design pressure 210.1 c M�$ sale go 0.4' F-0, 01a let lag, CAP(PVQ HNM SME rL� it I°11[` LATCH STILE(LVL) CAP Incl a �WOR TOP RAILy � • � IM)MaoNralcRoss MTMkI.V C-4� .+ 35.75'MAX OJL •!.•: Q WUXH Poi • fo' ?5 ..:...:.......::...........:...:....:.:...:::..:..:.:•.....:......... ...................................:............_..........>.._......:...........,. ....... ..... .... .. .. .. ....... . ......... IL .......... • (0 •••• 1B 175 FOAM c�aE . • • � �, _ 'sir.. • •r SCHLAGE R1= 4oqn) #75 19PCFMf1.) �.�• ••• • e`1 d'i• •••• SEEHARDWARETABLE FAWM 175 Na • i m SffMARDWARETAKE (0.12rA&L SC) r A. • � Ic See dw"5and 6 for muMjmW iodcdet dL '° •••• • \ 2 / X021612 = N.T.S. 9 as aw JK m �NER XM CRM 2CWN cwc er LFS ; 2 Demme■o: FL-15210.1 0 _��' 1-t�/4M�1 OC- A toZY�¢• 2 1 C a �fffftt iN1�,` fi�li e Ell p� ® 7 a s X ® S ..". s t a a a pp EXTERIOR N ° E27A B 4 4 42 1 C $ D ••• a ats 3 ►w/txsm•buck ats B ••.• • • csc cmc :. . .. . tnPa •••• (rn.) •. ••� • • ° a • e.• �. N1WVR L .> • WTMR77 7 40 • • gg • 4 0 /� ••.. •• IWC • a •'e! • 8 • .A •••• a ! D e 02 t6 12 °z 11 4 27souE N.T.S. 3 d 'a e` E w JK 1 B WONfILL SEECBON 2 N /U CROSS ° c m eh LFS 3 tL� 3 - -► n8 d. 0 A a A > '•� es °.. -°s. a .9 d de. a O. ._�. i T `�M.O \ g C L Nk 40 1 2 n 4 ems" MERIOR s 4a 1 2 d SaEWR NTERIOR 4 9awnw/iXckEXTERK)R ••••• a uWi • • •••• • • 1�R1/CAL CROSS •• • • • 4 - 8 •••�•• i•••• _ •••••• • 0000 9609 • 1 :P •••• •••• •• •••••• • •• • EXTERIOR WTEOOR E � • • • • e. d' a EXRRM •• • •• ° e.° - • • • • N 30 $1 32 33 34 b YE L ROS$SE 40 ••• i •••• • Shormw/ADAtTr�hdd B 3 •••• �i 37 >? Sa _ E � Y i as 'e. �a a n' . .> •; a a. . .. ° °. < .°. o —02116112 ME N.T.S. 3 8 ERII JIlCAO'i�'SECTTOIiI 4 LCIS DIM W. JK m D 4 wftmm1 a.c er: LFS 3 DRUM MW � FL-15210.1F. • v 4 OF_ A * We� �� .,• •' �. 333 ro � � o 2X B. IXC •... . . o .... r . 0000 •� • • i 1�i • 9fa§d'fa�ua IST 0 2)(BUCK 88 .• • •••••• • • .'� IXBN •. 00 0 • •.• • • • -� 1T . •R • • • • . 0' 2X BUCK 00 IXwa N •' •• x{ • ••.• n a • . . � LU y O � SMUJAMI g a�02 Is��z L ® sari: N.T.S. •w.W. JK CW.M US 3 P9 r 1lA1CgA1mOFAD1KEPIAIEDRVM No- FL-15210.1 ¢ MANUAL RAISED TONGUE GEAR SYSTEM �°F� �. � s �� let ice• .•' �� n 55 � � a . • ..•... 0 .. • . . . • • • • y • • • • B 600:9• 2XWac IXM= H b 'm z "2 O NM-02116112 i SML- N.T.S. 9 Im. A W&FTdwdtjm 3MO $TIDE JAM DEU&. aoc ft. US 3 oROM NW � 3�LockFL-15210.1 n mgr OF2 0 a EYP•) _ ,` f• s III g a. a SEE HINGE L 2X BUCK tl•' still D TYP.HEAD DETAIL(TYP.) % &JAMBS a+ 0 lx BUCK h TYP.HEAD c d MASHY MASONRY71 8 JAMBSOPENING OPENING Lei �Cc M FRAME z 2X KICK-,\ 4� •••••• Z 2X BUCK • L " . . ADASIL .' so . ONLY • •••• • •• i a • •: •• :•: F C01�KXiBEAMCHQI?% : 1.c:ao •nv`+ofroC�roatm• rtaybea�tedlonxdnmNmemN. a � foM•rMiofedcaWAXONCWWn*beacBntedto iXB1mN 9 � z° n mema,.•dae al x fomwt•rjaft r�cron eara�o• 2X BUCK L awybewqutsdf*SMMme'wOtXOMCB•nHr Woon0scooded. '� Nix BUCK s corms®, , lx BUCK N 9 11 F ' ,» 2x BUCK SB 58 2X 2X BUCK L IAo11® 114 1x14 a 4 IXBUCK M SB 2X BUCK 11 —02116112 � sem: N.T.S. S dZi 114•1 .114 1• 4 1X BUCK ora.or X • 8114 1.11cS 141! N-amIIJN�n= COOK ar LFS 3 g g� oma 15 Oil lo, 1�116FALL FL-15210.1 L woodswswsropwowd��8A6 ot+wod arac.groouga CE dA ll'DEtA� , 7 ova ♦``tttttt # 45dE2. 456` T —� c * n a� a ♦ #• F 'j 244" 2.17--moi WhIt Otttt```,♦ z� 4 COMM" Cala��Dolfi�Din(1>BI) 47 d � Mf NG A![4! �� OU IIR1M i!l�SI101D 2 iMOODLIME �••+•. +•••• r• • • • • • a •••• •••• • •• —562" 56T 22lr •••• • ••• a • •• •• • • oir ours nuc 88 neo f11Fi1Ri> 8 D00!80114 SNtY (z,�lea) caota�b •••• i 5" 4.W PE6S ® QW h WO Pq n° SULL 2 N.T.S. 2 9 fl D 64 M MM'1lf�NO1D ADtiI ASD as sr A m' r Rsebeai O1P(tel aac W. LFS 3 awmw No: d FL-15210.1 0 --R— " ULOFMATIBRiM F ° • >te � � ' tr atm * � 'g A 1X BUC K SG>=0.55 WOOD B 2X BUCKSG>-CL55 WOOD ' D 1/4°X AX P(41 PACE OR BW C IESCREIN SIS "4j•h g E MASONRY-3AW PSI MIN.CONCRETE CONFORMING TO ACI CONC REIE tt t� n 301 OR HOLLOW BLOCK CONFORMING TO ASPM CFO G 1/4'X3-3/4'PFH SCO OR BW CONCRETE SCREW STEEL '� c H 3/16"x3.1/,CPFHIIWCONCRETESCREW Sti35. 4 �d 1 1/,VX1-3/4'PFH ELCOOR IIWCONC3REIESCREW STEEL L BB X 2-1/7'PFH WOOD SCREW STEEL M #8 X 1-1/7'PFH WOOD SCREW STE3. 1 POLY FPO JAMB COMP./%%M $ 2 R4GER JOKIED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP Y1NYL 9 4°X4'BURHIJGE STEEL •••••• 11 #9X3/,CPFH WOOD SCREW STEEL ••• •••• i! • 22 3 POINT-IONGWMULTI-POINT BY STS •• • • • 23 MULIFPOINT STRICE PLATE S ST •••0•• ••••••• �• 25 LATCH AND IXADBCX.TSTRU PIAIE ONCE STEEL •••••• • • 27 LATCH SMU PLATE STEEL 0* 28 MADBOLT SIM PLATE STFa •••••• •••••• g� • • 29 ADATHRD ALUM •• 30 OUTSWING THREEiCX.D AWM/WOOD •••••• • ••• 31 CN1ISW�TH�9{OLD ALUMlW000 • • • • • •• •• •• • 32 CKTISYVUK�T# .D ALUM/WOOD •06:4: • • • TIM 33 OUF$WING TF D � i i • • i 34 OUTSWBJG THI�IOLD ALUM/WOOD •••••• 36 INSWINGTT�HOID ALUM/COMP • • • 37 N4SWING T D ALUM/WOOD •••• i •••:•• • 38 INSWING THREMI) ALUM/COMP •• • 40 DOOR PANM-SE?DOOR PANG DETAIL WO POR CONPRI)CHON DETAILS 55 #10 X 1-1/T PFH SCREW STB 57 1 BACKING PLATE STS 58 I#SxrpFmws Sly. 60 MMI-POINT ST U PLAIE STEEL 62 1 LOCK ASSEMBLY STET J 'o z "z $ a� 02116112 °z- WALL N.T.S. 5 mea.W. JK m � aec ar. LFS 3 cau�•m wo.: d FL-15210.1 m 0 or j«k- •f• • • • •.• • • • • • • •• ••• • •• •• •• ••• •• 00 • •• • • • • w • • • • w • f • • ••• • • • • ••• f• • •t• w •• •f• .00 • • • ••• LOCATION PLAN • • •w • e a • • 1p •w • • • • • ••• •• 9 8 CA HR BATH ROOM !ti; io BED ROOM HR SGD HR 7 12 HR KITCHEN R�� cFiVFD LIVING JAN 0 5 2015 - PW 6 , BY. BED ROOM PW PW FG R 2 3 4 HR HR a 1 Q 5; GARAGE LEGAL DESCRIPTION 15341 GOLD CREST A SUB PB 21 56 LOT 9 do W 1/2 OF LOT 8 BLK 2 LOT SIZE 75.00 X 108 COC 25823 040606 2007 6 0 L �,Ct,,✓�- r ,� r-rte �� vM aPoasc ME=ePPRovk � N � SIZE omo,P K PRUaK M lL MK9 Kss w PRODUCT r�ea POS NEG POS NEG ZON Q) V) TH APPROVAL N, 1 15-0519.09 18.66 +40.1 -43.4 +75 -75 4 (D q) 2 1.116" 15-0528.26 16.19 +40.1 -43.4 +80 -80 4 ... 0 pN -c PAP ; T,,;IT #� �^ 4 N/A 37.5" 79.75" FL 15210.1 20.77 +40.1 -43.4 +75 -75 4 z .- M ami Shcres Voll e ` Q E 9 6 1.1 16" 37" 50.6" 15-0528.26 13.00 +40.1 -53.6 +80 -80 5 O ROVED BY DATE 8 ix" 55" 50.00" 15-0519.09 19.10 +40.1 -53.6 +75 -75 5 ING DEPT 9 7 8' 19.12" 38.37" 15-0519.13 5.09 +40.1 -43.4 +70 -90 410 I 72.00' 80.00" 14-0128.11 40.00 +40.1 -43.4 +60 -80 4 FL0°�""G DEPT Iff C� (D 11 6" 53.12' 50,62" 15-0519.09 18.66 +40.1 -53.6 +75 -75 5_ Krs j S'T6JECT O CC-WPI-LANCE WITH A(1 FEL)ERAL 12 $; 53.12' 50.62' 15-0519.09 18.66 +40.1 -53.6 +75 -75 5 aw"w s�T W. Al C,[A'i`f RULES AW)PFGULAIIoNS FLORIDA BUILDING CODE 2014-ASCE/SEi 7-10-WIND LOAD TABLES-170,175 mph E giosed Suilrsng with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 iNCLUDED WIND PRESSURES IN P5F WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building I Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positivel Negative Positive Negative Positive Negative Positive Negative, Z4 dt z5 z4 z5 z4 dt z5 z4 z5 z4 4 z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43A 3.4 43.7 47.4 8.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 .7. 52.8 65.2 41-50 51.8 1 56.1 69.0 56.6 61.3 .7 51-60 46.3 50.2 61.8 1 50.6 1 54.9 67.8 51-60 53.4 7.8 1 71.2 58.4 63.3 78.2 LOCATION BKOWARD COUNTY, PAULA BEACH AND OTHER LOCATION BROWARD COUNTY,PALM BEACH AND OTHER E MPLE COUNTIES p(AMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positivel Negative Positive Negative z4 6 z5 z4 z5 z4 h z5 z4 I z5 z4 d z5 z4 z5 z4 A z5 z4 z5 0-15 36.7 39. 48.9 40.1 43.4 53.6 0-15 U.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 519 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53A 65.9 31-40 52.8 57.2 70.4 i641 7.6 62.5 77.1 41-50 47.2 51.2 63.0 1.6 56.0 69.1 41-50 54.9 59.4 73.1 0.0 65.0 80.2 ff51-60 49.1 53.2 65A 53.6 8.2 71.8 51-60 56.6 61.3 75.5 .967.1 82.9 S WW MIAMI-DADE COUNTY LOCATION MIAMI-DADS COUNTY WAPLEI GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE VVINDLOAD FOR7(WMPONEM AND CL4DD/NG fM j,�(1ANE Sh99MRS.WNDOWS AND DOOM APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WiTH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION iS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WiNDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3.DO NOT USE THIS SHEET IF THE SITE CONDrriON IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION TS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE S(Section 2B.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size *oflrnily dwellings.For building<=30ft omosure B prevails In the upwind direction fora d sWAO meter than 1500 It For bukft>3Oft exposureB i••••i .:w*aili the upv&W djWdon fora distance greater than 2800 ft or 20 times the building height wichaver ls greater.Based on the FBC-HVHZ,use • • Exposer:C when4bulong isloc ated in Exposure B ••••••5-EXPOSttRE C T3ectlon 2&7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C •••••• ft a�whe Dead B do not apply. • • • • 4-Exp=a p=9eation 28.7.3}-Fiat unobstructed areas and venter surfaces prevails In the upwind direction for a distance greater than 5000 ft •••••• •Qr2Q�mes the t whicheverls greater • • •7-SUI=P0DERED ENCLOSED-All glazing shall be Impact resistant glazing or protected with an impact resistant covering. 000:00 • • 8-ULT1111RILOWAID SPEED-V=170 MPH,175 MPH ••••• •9-TOPOtiliitPW FACTOR Kzt=1-(FLAT TERRAIN) •••••a0-DIR FACTOR Kd=.85(Wind DireotionaHiy Factor) • • • �EA:10 SOF •••••• it-TTRt • • • 12-EDGE S11RP The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height but not less than the (8)� g larger of 4%of the 6:9064 ieasik:zontal dfa ,,qr3 it • • ••eelbeeo • •• • • • • • • •••• Qooi Slaor T E N G C O,Snc. Fsgineerft SerAms-CA8110 �24 f � \T t� ((�� n r ,ie""•,� �• 5595 Orange Drive 2(`1 U G V 2015 sdg o _ X00 DAVIT..MMIDA333,4 Tel:(954)535-0304 ` a<=BW x 0.1 or a<=h x 0.4 E-md:Entw@AOL.co.. PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less then NOT VALID WlOUT SEAL a=3feet or a=0.04xBW b/2�/2015 MIAMNIAMI-DADS COUNTY PRODUCT CONTROL SEC'T'ION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 25 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T 315-2590 F 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.aw eeonomv 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(AIM. 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 AHI 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 Miami—Dade County Product Control 1� p by tY 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 iboAffricanuft DESCRIPTION:SeriCA-740"Outswin Al intent Window-L.M.b APPROVAL DOCUMENT: Drawing No: MD-CA740 LM, titled "Casement Window Details - LM & SM",sheets 1 through 10 of 10,dated 08/03/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by L?�Miller P.E.,bearing the Miami—Dade Co YProduct Control Revision stamp.with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RA :Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeltseries, and folly statement: "Miami-Dade Coun Product Control Approved", unless otherwise � t}' pl? noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no gange in the applicable building cads negatively affecting the performance of this product • ATI of this NOA will occur after the expiration or if there has been a revision or ch 0000.. �IIN OhT prratron date h ergs • i4jb9patertis,uae,and/or manufacture of the product or process.Misuse of this NOA as an endorsement 0000.. of ani►produc4 faC sales, advertising or any other purposes shall automatically terminate this NOA.Failure • ta' 1y w10t' section of this NOA shall be cause for termination and removal of NOA. t :°: .. ••••• ,AikiTIS : The NOA number receded b the words Miami-Dade County, nd . • � p y tys Florida,a *see*: •fol ogneed by Oaexpiration date may be displayed.in advertising literature. If any portion of the NOA is :0000: displayed,than*m&ll be done in its entirety. 0:9090 0FS.'ECTfdV-. A copy of this entire NOA shall be provided to the user by the manufacturer. or its '04ributorsan�•� 1 be ave for inspection at the job site at the request of the Building Official. • dial re<1 g 0000.. O'Tki&NOA faaJl*.CNOA#124218.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1 5-0s19.1 rEx !ration DOe: A Approval Date: July 16 2015 �r1�I1� Page 1 1 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&SW% 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. B. TESTS 1. Test reports on: l)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.M.,7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-121&09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5tb 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). F4. MATERIAL CERTIFICATIONS • • ; ;•; ••i. Ngtice of Acceptance'No. 14-0916.10 issued to Kuraray America,Inc.for their • �; '."KAmay Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. •2. ; &tce of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Mttraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, • • gl,pj=g on 07/04/18. .. ..... . .... *:see* • Soo• ... .. ...... .... ease Yfinu rev,P.E. Product Con al xaminer = NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h 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 162015issued 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 approved apPved on 04J11/13 and expiring on 04/11/18. 0000 .. 0000.. . . 0000.. • 0000.. 0000.. 0000 0000 0000• • e 0000.•• 0000• • 0000 ••.••• • • • • • 0000 0000.•• • 0•0 0 • • 0000.• •0 • • •• 0000•• • 0 00 • •• • • • • 0000.• 0000 0 . 0 • 0000 (' I Manuel ez,P.E. . Product nurffuminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 . . ... . . . ... . . 0 0. . . . . 0 0 . . . . . . ••• • . . ens•LaMaTW 71WLAMINUM GENERAL NOTES:SERIG�i44JA�RACT-RI ISTi41Qt; •i i• ocsu w ttAlfm eu�ACr w►t AW SWAMMU CASE 4UWp9lIY• • • • • •• BYPAUR" SHB MBISNffiOR -AfkrtastARnY • • • VARIES, RATEDFORLAR tEaSMALL ug hSto, SCA OR 1)THSPRD>WCTHASBE13nDE8N E04 • • • seESHEErsss MSSaEBDrIIO'TRET TAMCE m,rea "EhT$T NB•AMPFAtEDOR �THE FLA�ABU9.DMCODE. ••• • aAiSS VELOCITYta1M ALE2 QfM4 3rwvr" !Z �� 2)BHUUTBtS Wi�at188Dp4 DEBRIS 20ITMAM.OALFW10THS REGIONS,wR�BATEDGLASS�sLmm 3iAI'•Rff�M�T�.• •.. 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SG-3MWAn A wa ` -' '`to AA- -S?18"F93-. -3/ 7 KKa S9 � •. PP • r ^• 1070 7fCtIJOLCGY OtNE Mr B3 - Aff-3H Se-3tW 8 ASSEMBLYOET�10 O,o •. .osri. ��: it VENN. FL 34275 CASEMENT WINDOW DETAILS-LM$SM 081x8/12 Lt.1a ttI 18 T-tl4•Alf•3H -�6'SO- t HS '�CsaS`/Q1VAl' 01�FL�'J4�27a suhs/uedah sme� Sheet: OraedaP No. Aw.. aur �ictxrARAr ai> PE CERT.of Aum.B2szos CA 7�{0 NTS 1 OF 10 AAD-CA740-LM A INSTALLATION • • • ••• • ••• INSTALLATION INSTALLATION • • • •• OPTON4 STALL.tea DISTANCE - °� :. OPTION 2 , YALIATION ANCHORSWIO2xw �o . • . DRECUATt001A1 1 • • • • • � DIfECfl.Y@ROE DIRECTLY MTfOMETAL ASRECAASEOPER ••• • ••• • PERANONOR TAKE3.SNEET4 2 EMBIMMENT BUCKVWTH ATTACIELL I1yt{ TO 82 TYP.ANCHOR SATTAQREITO 18 18 10 11 •• •• •'EOM VENTSILL so 13 g STS t • • • • .t. • • • • • •• AMD EDGEED12 83 E i i i • 6E7 32 � •sSMS.SEE BHEET TAS • • • • • • TE 22 23 4 SET 3. .• .,•r ... O 2D SFEET 4. 3 so T— DADEAPPROM EDGE Q 18 84 MiLLIMLAURAMM 3537 © 8 DISTANCE 84 38 38 STEELFRAMINGOR ^ STEEL SND. ATTACHEDTO 82 82 ATTA�TtiVENT SBl 35W 81 FRAVE 13 24 1 VMELWffWIDTH(W.0) $ $ A IACHEDTO MB C 12 OP3f�tA1 A000N �T 4ARD E 81iIMT4. 8 lu HORIZONTAL SECTION A-A WINDOW 81 11 _ ECE PSA& WINDOW J� Al.BMW-' WffKWASHIBNGE:WUWXWWTH-13-IPl I TEES: YtlUK EGRESS HINGE_VANDOW WIDTH-710 tE.E 14 WARD: ))USANCHO ONLY SUB SUBSTRATE .E� 39�ATE // 1)V*MMffiT F R.VANDOAfHEIGHT-6 FAIT LIGHT POLLWN tTARIDED<iE Y ADOMO ML8� UL ATIOAf VDDE.ELK#ITFOIgBAAB: BUS9C DISTANCE LWT8•ANY 6�TALLAT�4 .MAX, A MAY NIEDTOBE WITH:W�OWlVW=-7 HEIGHT OP71ON iWAY BEUSED ONANY y� / MISTALIEDTi iTHE F�GHT:WWDOWHISGHT-7 S�OF THE W // / WINDW FRAMES AT IO•MAX -70 FRAME 2)ALL WOOD BtK=LESS THNI-IW ASSEMBLYTUBE CENTERIM y� THICK ARE TO HEC tx SEE TABLE . ATraCfEDTO INSTALtAT10N,4.1X W000 BUCt64ARDE PRATE M OPTIONAL.UNIT MAY IE INSTALLED DIROMYTO&ESTRATE.WOODBUCKS .— 19'lINT A Am1.IsRegtedeneaob C ASUAREI-UrTHXitWI DE7AB A2,BELOW 1Sdestla eAeeeq•�'MefF A ACHEDTO GREATER.IXAN0UMOM(WHENUSM) :'- VAd Moab VENTJANBsHAu�oESXG4EDTOEv g TRANSFER LOADS TOTHE 81RUCTUIE - 0 82 Y C0DSI fS(DESIfN1ND88;TALlA'IIQId 2S•-209 o t 38 39 ETTE fOFTHEENOBE'ER > 20v t t ORARdDTEGTOFRECORD MOWN 17 8tE0THXTOBEII4". 1,5s H881tt A TAN 8,68D 82 21D18 18 �.AL 252 I 1 PRODualtsvim n2 BdeSL 1RWWe 21 At cm B �15-0515.13 110 84 IxWOCO . . Or. Oda Aav:ebon 0: QpiB vYNN am N07E 7, TtISSHEET. :�; aC ae '' aewwd W. oda Re.>xon a (�J( 1wMAXB}OMpyo587o6 �r LAA 5/15!15 NOtGiAlX3ETHEEIEET r o LuCROSS SECTIONS&INSTALLATION J ROSOWNSICI PERK '` ,.• : Nl;v;� ' :'tW� 1070 TECHNOLOGY ORK rare: awc rD nuBD�, . 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X O X X X .� � swmb+ade 0�D IMMA YA BiTO B+ADl•88PSFtP .NOANCHORP ATE � I— if4 sMNU2mm Helawaot t / Nb IA TAT w A a1d,sErla118 S, Aban i4W N07 A)FROMTAM.E%AV C&DALLOWADPOr+YWFK cypt 0 = W w#144108S8M8 No S)FOR THE 44MLFROM TABLE 3.��IORTYPPCHAS THE A ANDMWMATE .25f. DESMANDDOEBNOTREO:WrtiEANCHMMATE. 1 -j a mw 4 Ns 8 1H2.eafa18M8 318 ft C)FROM TAME&B ANCHORS ARE IEQt Oi EACH JAW w#/141089 AM8 tit 3S BB' (- No D)S8 Y.2ANCHORSAREREC DB4THEHEAD&SML, 2-an canoaft z-vzl Ir 1,t E)O�TRaAJIEFOILOYWt�0U1�NE8FlAELEYATWNONBHEETI. ta' t0• '� mdmmwk FEW 1-1w F)PER RULES ON SHEET82 a 3.INSTALL 1 ANCHOR ON THE FRAMERS Y 4� C Ph* 1 •s TtBEGIDEOFTHEAWNBt601EADaSlU #M c�8MB AMae Ow .Olt es NM 41088 ASS Wad Ste' — Yw o f tB:88 .016'USE ea a1 P 1.YI Yea Q OtJ18EAaD1TANCHORSCA0 EPBRATRNOF / a14,sOss18M8 808.4 915' .Olt ea p /yFRO9ATABLEB.ACaDALLOWAP�'+lttl�3.1. �, U ora14.410835Ma Anow Or Yee 10.8' AMBMd.tL33 3A1 aB' 180L Yee / � � 8 P 1.91T " 8U837RATE D /�DOES NOT REO11M THE ANCHOR t3$ �� (y�.. LYd1N Cob aasx ota 1 Yea /tqj / ��'Uc�ivsF cod r p 1w*Ad UZt�aa1 2•tt2 V tdf4` es C)PRATABLE28.5ANCRORSARERE0MEDINEACHJAMB �� \ f : F8a081tck Z-w Yes No.58706 � tK'4 P 114' D) .Y.3ANt2I0R.4ARE FDadTFiEHEADa8SL _ tit i1w Ir 8' 1 E)DISRIBMANCHORS FOLLOWING GUIDELINES FROM El"ATIONONSHEET 1. \ e ema u - F)PER RUM ON SHEET Z INSTALL 1 ADD"XK4LANCIM ON THE FRAME 4• ` I NOTES:reIwFt6tdi Olt 2912 6' 1;V4' No asBEMMVTttBESB �T11EF=D df(HEAD& 0.L1 <...... 1) EX MUSTMAM 81 lOF3TMW"WYONDANYMETALMB!RATE �� '�S��J�(��e� � 2)AP MAY BE MCHEA4."Mfli"OR FLAW0A A t+ — 4V PJLeaB>� .. .. . . . .. .. • TABLE FOR GLASS TYPES: .• - W • • •wL18Nvw • • • 4)7W LAML IG:(IN"AN-7h8"AIR-IV AN-.OBD`PVB-IV 0 mdM28' Y618/18• 88' 3r B�/C BYt AYAt Cq,BIC. eder23' +70690 +7&•80 +7040 +79680 + + By 28-18t1� +M44 ,7848 +78788 +MM +M40 +74148 +78/•90 � 1. +7086 .70790 +mw .7&88 ♦70140 .7088 wDN 49' •70690 ♦ •,78148• +7A4lP 480791 HEIGHT 68.18' +7080 +7&&40 + + l Q 80' ♦70140 *=a +781.90• 47&46$ +78147.87 +70777.7 +786143 � M wwom` fn 83• +74140 +7&80 ♦ + 1 I r 72' 47040 .7Bt Br 2 ♦78�7f 7 •80hT18 +80F92A +0W-W 0 +h 809 78' .Iwo .79.81.9 +740&7 1 W3 #1-a" dhBTs ,1068 SEESHFWTSIA4FOR 0n LLI 86' ,7&80 ♦70404 +70719 4808./ .&842VVINDOWANCHOR LOCTKWS ANDCAW4TTT�. 0 1Q TABLES: ' 0 D�IpaFReamre8rW8dasaAB�AedtoeveBealF�eA�OyT+rya d U 0' � Mwwwwt� Z W H to O mm&r 26./67)8' 2734f' 38' 33.U7' Sr3T � d. 0 Atx4orQroo Aacrtiroap AaetaFOiaap AaeDMOmp AaMal0cary Atp�FO�np AneMlBroup to A B C D A B CAD B ACAD B &CAD A 8 CAD B CAD B CAD {. noft2V +7&40 +70780 +W40 +70140 +701-90 +1&m *7" +M•o •Td.80 +7040 •701.00 +7&40 • +78.96 • +70140 +7449 +7&-w � z 28.9118' +70.00 •7W40 +W40 *)0.90 +70.80 +7&40 +MW +7&49 •70a +7040 +7040 +70.90 +70490 +7OMD +7048 +WIM +7940 •7040 Z 36311' +7040 +70-nA +10.0 +7&40 +7W41 +7&48 +7048 +7040 +7&40 +7&40 +7040 *mm +70140 +7040 +70190 +7040 +040 +040 4r +70ra3.1 +4473 ♦7040 +70110 #141.8 +70740 +70.80 +70-90 +7048 +iWW.8 +70180 +7&49 +7&48.8 +7&.9D +0-80 0W40 47048.9 +7&40 52 6008' #1-89.3 #1443 +7040 +70-98 +1474 +7&40 +70148 +7048 +7048 ♦7W432 •7040 +7040 •7&748 ♦70600 +TW492 TWO +781443 .7&4t2 [Z 81 #148.8 +4B 8 +70784.7 •7W 80 +1818 +7&412 +7&40 +7&76.9 +7&88 +7010* +70868 ♦A0 S N429 +7W418 ♦70-78* +T0 it i r7W-712 +7W 843 83' I N46.7 1 +1.18 +7&4671+70.89,6 1 #1428 1 +7&-77.3 +TOMO I +70.72.8 +7040 #141&9 +70443 ♦7&7A8 +/499 r7&7A3 +70771.8 1 #7w-n7l 4147.8 1 +7W-711 _ .(/� (� U,' FRAME "F w O i� 10'MAX.-►' T Y TABLE 7. DoaWPmeuatyjtffWhwomm wkwsABrhedtoai{ F®aeAaeo TWo N N win�rw�b H13mff e mdt23' 28.18P11' 274/ 30► 39 U2' �' HEI A�88F.L1O.Y am* OW* � R N•AOrO At•7•rttmup 710E Al Al A0 AN B A.040 A 8 CAD A 8 CADWMAX w�TH t4y1F1+» o"a mdtw2r .70690 +70x98 NW40 +70690 +70.82.1 +W88 +70780 .70%78.6 +7040 0040 +70W43 4W40 ADMIOXAL SEE SHEETS IA4FDA llmmOw>8 oZ 28.16111' +70740 +7&80 +70740 +70.90 +70.90 +7040 +7&•8&8 +1080 +7&80 +7W4$ +8080 +70780 ANCHOR LOCATIONS AND CUANT1TIELSEE SHEET 36-W +70.00 470690 +7040 +701.90 +7&40 +moo 47080 +70600 47&80 +79180 .1040 +70090 {4t ffREO 3FOR ANY ADWTK)NALA 48' 47&80 +7040 +7&80 +7040 ,7W4D *W46 QW-00 +7040 ,70.80 +8040 +70740 *WWtt>M1�OWTUBL + PDRTHBFR/M1A89ELBIY QP&8' +7040 +70690 .70690 +p" +7040 +RIM +70680 +7040 +79M .701.892 47W492 +70482 -'"^t 110141UCENSF'•-�lc�iw 87 +7040 ,7&40 +70790 +704&6 ♦7&40.8 ,7040.8 +7�71J +TW 777 HO47.7 *7W-74.3 .70`74 g +707413 or BNEET81 A 4 FORYY01ONIANt2OR 83' +7040 +704o +7040 +7W443 47008.6 +70.786 +70%737 .7&7&7 +7&73.7 ♦7W4&1 +7W.M/ +7&40.1 LOCATKMAND QUNNTrrE&SEE SHUT �+ ' 72' .88480 ♦70612 +70-VT +iW-"A 4004x.4 + A +80409 +00869 +81447&I 41499 +833 +49.3 3FORANY ANCHORS y' 76' ♦7040 +7044.8 +7W4&7 4147.3 +1-08.9 #148.9 +727.2 +142 41.87.2 4148.8 4188.8 +t 8 REQUIREDFOR THE FRAME ASSEMBLY b w +7040 *NW40A 47N-71.3 +8W421 +842 41842 TUBE mom 1iS1WSHEET4F(lRAM"OMISAAMEC MM. 2)6W$HFPT4F+RSNUtMiW"WMEN . At�t10 P.E,SS=g0M06 . . ... • • . ••• . . . . . . . . . . • • .• • • • . ... . . . ... TAM 8: • • • ••• • • FOR GLASS TYPES: PRODUCrIUMISM �� a �,.,�s AAAI{3116 M-.886"SG-3(18 TV ,„ ,D�P'-""&04i •�Asabwenps •i 0 2)7/18"LBoAndft000Da y18� • • • • -3(M SMaRYGLAftY XURARAYAMMUM 010. E OS FI•I tndar28• 211-tWW I 273!4' 98' WIW 3S mo8or23" +80l-90 +80F1M +801-30 +90-130 *90-130 +90H9D +sat 190 WBN7 87 28- +81U-198 +88t-13a +WUO +9QF190 *WIN +801-30 +908130 1 "Elm $8318' +901.180 +90-180 130 •+8Q!1N +8480 48' +8MISO 4 iso +89130e +90t48O 4 883!8 441180 +90-130 +90-180 •*811180 +80L189 86 +80t p0 +80t 130 +98h +8�-19i + -� _ 83' 489-30 0106 +801-30 +0p/-190 +OWM +80-30 +90f-288 SEESHEETBt84FDR 72• +801-80 +HOFt80 +90(130 +00!•12601 +90'-12.$ +81188 WOMMANCHOR � 7s' +90tt90 441dt30 +9Bf-190 +BOt-190 +1Di-s2Ls +Ooh118.7 +80t-w.8 � A� y ti 8a +W-is0 +8W 80 ►80M� +80h130 +00'-11&4 F- � W ad 0 TABLE 9: C DastpPomm"QftWMdarsAuackedtoaVbWAFmmA Tift 0 li m VMW23• 26.16118' 27314• W mw-- 33•1Y sr 3r a Q m As,fiart W Aodmr0mo AD&AFGwtp Aochot*M* Anena Q" An0erOmW Asoka SW U) A 8 C D A 8 C&D B A,C&D A a COD A B C&D B C&O A B C&D tsM2r +70-®0 *7040 +7990 +M40 *6190 *0190 +781.90 +MV *70190 +7N-90 *&90 *0190 *70190 +70.80 +7 40 +78!.80 +MW +7&.90 +701.90 #0140 28.15119' +70/480 +7240 +70M *MD +70!49 +79.90 +78!90 *9.90 *7&90 +70/.80 +701.90 *0190 +7&90 +70190 *mm +7-40 +=a +7m 9D *701.90 t7am 394" +701.90 +701.71.8 +701.90 +70140 +701.81 *0190 +70190 +70180 +701.90 +7m.W +701.90 +W40 +701.90 +701.90 +70140 +701.90 +MSD +701.90 +MW +7990 49' #9.791 031.3 +70140 +78-90 *14W8 *0140 478190 *MOO +7990 +701-90 +7&37.8 4140 +70190 47" +7&40 +70-90 +701.90 +7940 *M49LO +7990 NOW 4M3 443/.3 +70196 +MOD *881.4 *701.90 +7&40 +79,94 +70190 +7940 #70133.2 +701.90 +70196 *70M +70190 +781.89.2 #0490 *990 +7W4K3 +70198 .p3 or +1388 04"-.7+7-41W +701.90 041.8 +7931.2 1 lo:7&9 +7998 +MRS +78-702 +70199 +701903 +7978.8 +701.80001-M2 +MAO *70190 +701-1.2 +70198 � g t-- 89' +b86.7 N D8 +7930.7 +70198.8 44.49.3 *0:77.3 +70190 +701723 *01.90 +70F.W3 41489 410190 +797Ofi .74.8 +701 +7&40 #0471.8 +70180 +77-4&6 4449.8 +70190 _ .(�J� IS2 W g 0 � FRAME -J a .4611 W MAX TABLE 10: TIlt9 m m DoWM Pmsom WfwWbdowMago6toalmrllroMFowAs r7%ft 7� ONwN wINDOW wmmwmh HEKW omter27 261&16* 273/4• 30 3lt/l 3'P 37' ABSEt[BLY AAeW AnMw iMM Amit ASM AOGwr T I ( i S? 1D a fto �p waw Air 8R Aaohor°!m° 18 teAx -4 We h-- A►ip601t Rog i 4b $ AD A9 AS m 8 A,C&D A 8 C&D A 8 COD iM�TFt (a101RE30 oa !01--7x23' x711/90 *70140 +TWO +70190 +701421 *0140 +70140 +7&78.6 +70190 +70140 +70-74.3 + � M 2&IVW +7&98 +70M +7&90 +7990 +=M +7920 *04MLS +701.90 +MSO +7994 470190 *0190 SEESt9�78184PoRW8�OWANCI�R M F RE LOOA71M AND MIANTMES,SEE SHEET *7&96 +7990 +7990 +70490 *01.90 +70140 *0190 479.90 +70190 +701.90 +70190 +70190 3FORANYADDIMOMANCHORS Y ��t IYPBtd 4r +7&80 Nm4D x70190 0" +7990 *7&3B *70190 *7-7190 +7988 +7&90 *990 17&90 i T1REG ��_a`� .... 49//� TUM 80519' 170-90 +7990 +7m9D +70190 +70190 *&490 +7&90 +7990 #990 *0890 +7&.0 +7&49 -"1 t" `� �Zr'�yGENS�c'•.',c�9 89' +7&90 +T940 +7940 +70190 *70196 *&40 +7990 *m9D +MOO +76490 +70190 +WM SEESNEET8184FORW@tlDOWAt4O[OR 89" +7990 *01.96 +70190 +7990 *=a +7&90 +70!90 +70190 +7948 *0190 +7" *TM ICCAT(ONSAND CaJANTMMSM ONEVY $r;' q�,58705 72 +7090 +701.90 +70190 +10190 47990 + 90 +7090 +70140 +70490 170190 +70190 +70190 SFANYAt>D ANCHMIB FORTHEFRAWA$B .Y 7 0° +7&40 +7990 47940 +?90 +7&90 +7&80 +w9@ &Ma +m.90 +70-90 +70140 +70190 TUBE. 84' *7&40 +70190 +70140 *0190 +?&90 +MO0 � • S910NA4 18EE 4FORACDR7ONALSAWUC YXM 2LM8HEET4FCR8l8 Pr.' P.k'. • . ... . . . ... . . . . . . • . . . • . ..• . . . . •.. FOR GLASS TYPES: TAKE II: a •• ••• •• •• • 3)7/18"LAMA(3/18 HS-.OW SG-3M8 HS) � P Or�LProas<•e8�tor1tlrv�ettArob�� • • ayso�ptyi�a0taretT1ar61e • • 7)71W LAMI.IG:(3/18"Aid-1/4'AIR-3M8'HS-.OW SG-3M8'HS) B Cordo 1 yQ 13 • • • • • • • • AI 7/8'LAAM.IG: 3/18'T-114°AIR-3/18"HS-.OW SG-3118'HS msier23' +9W= *8014 +9WIW +9W74 +80-189 +9014 *90130 '86'= WAtARAYARERICA.= B7 261918' +M130 ++9 8W130 +9WW0 *W= +80130 *80{80 *8W14 W-14 49W130 "Wim +8Wf39 +8W19gs "W44 48' *8W180 +W130 oomift +1!x!-130 60&8' +991998 +8Wf30 +69-f80 +58R•i� M99)f9� ♦ 1 T- 4" +W-130 4WI30 Ir +80188voomVl 83' +80180 +9014 490-no +80190 180 14 H N 72` +90190 +90/3D +8W130 *80130 +80-188 +iW130 +8W130 78' +80199 *90180 +99-14 +90180 +9W180 +80130 +90180 -`I � W 8f' *8014 +90190 +90130 +80/4 +9W14 1-®111 SEE SHEETS I&4 FOR w !- 1ApANCHOt LOCATIONSANOQUAN7i7U8. y TABLE 12: q DeefOPrDe�a1}RfW@adoa8Ae08dt08Yeg1oalNameASmE9 U V1 m Z IX 1M8�maYYf90 2r 23.1611" 27.916' v 33.U4' 36 37' IN AodxwGrW Aa effp Andmemp AWWOOMP Ancxor A%CWGM* Aedw8A0op r to A 8 C D A B C&D B AC&D A B CSD A B C&D B &CAD A B Can Q 10{8127 0810 *=M +7W40 +70180 0040 +7098 +791.90 +70690 +7040 +7088 *7098 +I" *7048 +7090 *7099 +7080 *705W +7080 +70.0 +7048 2&IW +150 +7000 +70190 +78-80 +=.W +781.99 +W-W +7060 +7040 +MW +7040 +7040 *7080 +WM +W40 *79180 +76196 +7090 +7099 +7040 �q N Z 989!8' +7098 +7"8 +70140 +1198 +7041 +70146 +7086 +1M90 +7040 +70-90 +7090 +78!90 *78198 +7 m +7089 +7-98 *70198 +70690 +70190 +7040 48' +7079,1 4137.3 +70!90 +70199 4"s +no +AM +7090 *79-0 +70198 +M47.8 +040 *70190 +70/.0 +V40 +76-99 4fts +75 99 +78'.88.8 +7&M 5948' *m3 -•81.3 +7098 +7WW 4141.4 +70190 +no +1090 *7040 +7040 +1689.2 +7048 +78190 +70190 +IWO +70482 +70/48 *74t90 +70.4.5 +79)-W � Q or +1.38.8 +1 LS +70847 +7040 +131.8 *79412 +78600 +7617&9 *7440 +70-88.8 +7070.2 +70188 *114.3 +7078.8 *M4D +70-7x2 +70 O *7&88 +7071.2 +70190 O Z or -3x7 414&S +701487 +7068x8 1 +148.3 1 +16779 +79690 1+70.723 60+1 *=415.31 4148.9 +7048 +7078.8 +7O-4.9 1 +7019% +70-LB *1190 *114x8 4M.8 +040 � (� 0 U FRAME NIL) (� TABLE 13C TWE m DaopP[ea8MW$IofY 08 toaRodwftFm=AssemObFTdoT ro N Ytlmokv WINOW SMHT � sffier23' 2b16t18• 21-Wr 38' SPur 3@' 37" 1FRAME-ASSEMBLY y AndW Aodor Anspor Amor AMWr Asoomt TIDE 7 ADWIOWJ A0 A9 AB AB 8 A,C&D A B C&D A 8 C&D IRFOR ANY t01m17L 9fn11r >A oZ¢Z o tVA*2S' +70.0 +70890 +70.90 +70.90 +1582.1 +70!40 +7040 *70-&8 +150 +78140 +7004,3 +709% A MMMAL SEESHEET81&4PoR1A9ND07fAfK910R NCH IJ www *7088 +7098 +700 +7040 +7040 +7040 +7048.8 +7650 *1-98 +w4M +=-W +740 (4)00 LCCATIONSAI90QUANTMES.SEESHEET 384 +7089 +7090 *7040 +7040 +7040 *7048 *7040 +7080 +76-90 +1490 +" *78-98 3 OFRAME ASSEMBLY `�� g LY7JlV 4q 48' +7048 +70-90 +x8140 +7090 +7086 . +7040 +7090 +1(40 +7040 *7048 *7040 +160 i YIB� TUBE �� • (F 688-' +704 *70.90 *70-0 +7090 +70.0 +7040 *7090 +1-99 +7080 +1-90 +7086 +70590 �1 '• P �f 88• *7099 +7096 *7040 +7040 *700 +7040 +7080 *160 +70.0 +700 *701.0 *160 8EESHEETSI&4FCRW ANCHOR �' 4.44* 83' +7048 +7040 +7040 *70.0 *7040 *7090 +W46 +78690 +7090 +x,80 +7080 +700 LACATWN9NYAI4DQUA14IITE8.ID3f 8F9?ET N0.687 C5 72• *7040 +7090 +M.10 *70.99 +7090 +7096 +70.4 +MM +79690 +70.80 +70-08 +7 M 3 CIUMED UI AN ASSE RtECtAREDFCftTtEFRI�AS .Y //�� {{{ *70.00 +7090 +7098 +700 +7048 *7090 •�9D +70590 +7090 *7049 +1-98 *7098 TUBE S)!"' '7 1o'Cj 84' +700 *78L90 *7099 +7040 +7040 +7090 '-0. •;FRt»DP• �CV SCG. 1}8EE 4FCR LSA18'L.ECONFXPJRATIOW ��,,/0 4 J` P.& 2)SEE8t6:E9'4 POR8NLA01ER • • • • • • • • • • • • ••• • • • • ••• { FOR GLASS TYPES: It • s • ••• • •• 5)7W LANAI.IG:(118'T-7118"AIR-IW AN-.O"PVB-IV AN) FTiapT7cT 14sv1�p oedg0 aY�ewmta•s,A9arolwara�a.• • acomDiTin8 +0•FlmtBa • • • y ,• • • •wBUT BYtftAtaRAYaA64C5.o6tq•�D{8 QWW23• 26461W 36• unft23 +7"80 +7"80 + +70.80 +70690 +7080 +70660 a9 25.10 W +M-W 0704 +70690 +704 +7064 +701 0 +70680 393!8' +7x80 +7060 +4680 +7090 +n0 470690 +70690 e88B' +7"So +70.4 +iso b10m "►059 +747!0 +804 �) +7W 8n + 80 + + + 8yeaw HEKW _ 83' +78x80 +7090 +76x80 0#7"80 070MM 4740" s74T-8.9 7r 47080 +704 +?0.43 +70FSt8 +90I-0 + 4 +81087.8 7r +70680 +70690 +7M86.3 +707667 +8"872 +80862 +80/$5.3 -4 t w +78890 +7090 +701$18 +eQR70 +804818 F- AN(80 SHEETS*ORS 0 (� LCCAMMAND�NTTIIES. Z J TABLE Mc DeNW Pmesm pe4 for Vft m A0meA M a VeftW Foo A TdivvAnbw mumft23' 27.W Y12mh Sr 3B' 3T - Andw0w* ADMWQUW AndW A 6wo Andiw Amwoa" AenT 6" 0 00 A B C D A 9 Cap B A.CBD A B Cap A B Cap B A.CBD B A,CBD tmaet23' +TOM +7"80 +7040 +9090 +7090 +TOS 90 +70680 +7080 +?08D +7090 4701 +7060 +7000 +7090 +70660 +70680 +70690 + +70688 ' lo: (. 28.1016' +70690 +7064 470680 +7090 +70680 *MM +7064 +=4D +70156 +704 +9"410 +70!50 +T04 #080 +704D +70+•90 +70690 +7090 +70690 1 Q z 3"W +7080 +70•71.8 +70M +70680 +7aM +70M 47064 +7"80 +7080 +70690 +79690 +7090 +7"•90 +709D +7080 +704 +mw +70m +70690 W H073.1 +187.3 +70690 +mw +mu +7090 474.90 +70660 +TOM +70690 +7087.8 47080 +7"-80 +70489 +70.90 +TOM +7w4o 470688.9 +7060 60Q (/�} .660• #888 +680.3 +7090 +70W +MA +70660 +7&80 +78F90 +7"80 +74M +70832 +7080+WIM 47"•74.8 +7"60 +70.80+2 +7080 +7084.3 +?080 (� or #.88.8 +MIS +70680.7 +7090 +481.8 +70812 +70680 +7"48.9 +7080 +7064.8 +IoAn2 +7090 +70680.3 4AWA 47"80 +70782 +?0646 0Wt2 +70649 � S Q W 83' +143.7 #43.8 +7"50.7 +70688.8 +1.483 +7"-77.3 +7080 +70672.9 +7090 +70868 #609 +7080 +70483 #58.9 +70645 +7071.8 17084 H8►9 +7"�9.• 99 '{�1S TI14 Y J FRAME co) ..(n 1•'YAX•-►' � ' lz �Q TABLE 18: � 1618m9 DooW Pmss=OPa44n' •A dto a HedlodW Fame Am TOO T 1�TT %ftdw%"m T mft2' 2biW WI w 334W �' WIDOW FRAME I yp�pyy 1 ADmTIONItl. AnOw AmW AnOw Andra AnWBawP Atom ow ow a" lj��T� -mummyTIM •1 W M•- t N � AN AN AV AU e apaa A 8 cab A B C8D lrllgX am �ta4FORVOAMANC1OR mlder23* +7"80 +70680 +70410 +70690 +70!82.1 470/80 +70150 7-w--m +7090 +70680 +7044.3 +TOM 3tFORA YAWTIONAL AND TSS 84 SHEET oat a 3FCRANYADD177t$3ALANCHOlrB 26dRH8• +70490 +7".80 +70t�0 +7060 x9090 +7090 +7"588 170690 +7090 47"84 +70690 +7090 FOR THE FRAME ASSEMBLY c 8W +7"0 470.90 +70660 47"80 +7064 +7080 +7080 +7090 +7080 +?W40 4704 +7"80 1�" TUBE 1j�/ice 90819 +7090 +704 +7090 +7"•90 +7"90 +704 +7050 +7064 +7088 +7000 +7"80 +70680 �.� W9MOY� `��T� ,ENS$''•FPi' IDTH NCC or +7060 +MW +70680 #090 +7080 47"80 +704.8 +7"86.8 +7080.6 47080.8 +7094.9 +7094.8 4• +70680 +?"8D +7060 +7050 +7018/2 +7M872 47083 +7"83 +7"•64 +7"-9.9 +7079.9 +W49.8 1a4F0iN EESH ET �rA _ LCCATODNBA187QUANTRtiE8.�E8HEET 7r +7"•80 47080 470893 470813 +®040 +W4O +80647).4 *Wt49A #40A +WWA +46679 +8"87.8 3FCRANYADOMONALANCHO _- 78' +80690 +704 +7"883 +70787 +646472 +80872 +N/862 44/ 8 +00 2 +80+433 + 833 +8QL 18'CU6abFORTHEFRAfAEA Y 94' +7"-80 47"80 +7"13 +8040 +46819 480819 Tom• "dr•, y p�•;•141:.' Y� 1)9M aPDRADMTKW&SAWUC 1RA9108. 2)SM8HSEr4FCRl6 . P9�64M6 FOR GLASS TYPES: rA86E rn • . • •• •• • 6)7180 LAMI.IG•(3118°AN-114'AIR-31160 AAI-.090'SG-31'16°AN) m a 8)700 LAML IG:(3/160 T-114°AIR-3116°AN-.OW SG-X160 AAI) bs-b .15 •ader23 2848HB' 2Tyam 9AP IOiRARAYAA 0� Da1+ moft2T *84,96 48W130 *W430 +80F *WM38 +80/1136 *W130 2948118' 484690 +8W-18D +8W-130 +80�i30 +8QAt96 +80-130 +86-130 30-W +04.186 48W430 +80-18W +8+-190 +�-"0 •+3W V% 48' +84480 491.136 +901 *W M +86-190 +Win lowww4 0 "*In *9mww • +84- WINDOW a6 +84-080 484 M 400- +!W 400 +80-196 HEQHT _ or +94490 +80-180 *80-130 130 72' 4801-190 4804130 48W-180 +80-130 480-186 480PULS +80-1181 TV *64-036 4001430 *Win 4;4-,90 *Wt2&2 +10-/18.7 +8B-108.8 -4 w-w#„�, w .� P 64 +801180 +80-196 +80Y W 4;4-130 +B MUM V1 >F SEE TS I AMR W 4!s LOCA71ONS AND .VWVOWAHCHOR z g T i& V y O pmopPa e04forW •A4acftdloaN lFmeA TW* (� a VU. _ mWkAw °z y�� o $1916 27.314 37' 33412' 3F 3r T ® W AMWW(0cap Atdwretup AWWOFOO AMU-&" AecOWt1 AOt4m1iro0y aMtarBoaq r N A 8 C D A B C&D B C&D A B C&D A 8 CAD 8 C&D A B C&D m1-r2r +74•;4 +70140 *TW +701.90 +70,.;6 +70-96 +040 *7W90 +70140 *706;0 0040 *W40 +7480 +70140 +74'40 +7480 +74•;0 +1&40 +70140 47" � 26tSf� +70680 *741.;0 +70140 *7W90 *77680 +74.90 +W4;0 *701.90 +70o +70140 +W46 +74.90 +7490 +70196 +70146 47480 +7WM *701.90 +74.80 +70190 39301' +701.80 +71X77.8 +78190 47064 +7481 +78194 +7480 +71140 +70190 +74;0 *mm +70680 *70190 *7-40 47790 47480 470180 +7490 *7490 +70190 46 *1--79.1 *1473 +7490 0-90 +-184.8 +7-90 +JW46 *70140 +1&40 +70400 +74878 +70x80 +7-40 +70140 +7490 +7498 *7480 *7&410 +7010&6 +7490 h 004 469;5 N.K3 +7490 *7W40 4191.4 +7490 +7496 +7-90 +70M *7W90 +7W41&2 *70190 +'WM +940 *70140 +M4U +7490 * *791.845 *W-W 1!J 86 +6�5 +1498 +7019!7 47-40 *19t8 +70481.2 +7440 •70149.9 +IW40 +70149.8 +794&2 +7W.00 +70190.3 +7&4&6 +70140 +741&2 +7440 •7440 +761x1.2 *7440 (� Z 83° *1�.7 1-.48.8 +74907 +7W49.9 +149.3 +74773 77-90 7781123 +70196 4T 40.3 +1889 +70680 *7W7&b +706748 +=410 *TW7t8 +70-80 +74.88:6 WM.3 47480 •(� n W V pAgy& _j O A .Y TUBE TABLE IS: _F a Deep P�se0r &VwndmA8 61AeF Famomm"Uw WDOW HEQHT e W am fwBIDOMV j XZr 2848118' 273K' v 33•VY 36 9T 183917 Y 3- SiUM � ftP o 11 W®Sfi FIRM A9 A9 AS AN B A.CBD A B C&D A B C&D uz NCHOR wAu2r +70-80 +7-40 *70690 +7440 +7040.1 *7-•90 *MW +10-70 9 *78140 *7490 0044.3 *W-W � A � i&4 UANFOR WSW A IOf:ATi0N8 AND �StIfET 29.18!18' +7440 +74;0 *7-•80 *7490 *7440 47W40 *7-48.8 +7440 *7-80 *70M *7490 *7-40 { WRQ 3 FORANY ADOMONAL ANCHORSY `��y LYNN MAW +7-40 +7-46 +7-40 +70M *7-90 47440 470M *70M *7-90 *7490 1--40 +7-40 MMUM FOR THE /i TUM 46 *70190 +70140 +70680 +70-80 +7-40 470690 +7.80 *70680 +70190 *7-40 +7446 *70680 1 ri8870g0� 904 ' *7 m +7-40 *70-� *70140 *7480 t7gcg6 +7480 *7-40 +7-80 +70!40 +7440 +70190 `E om � >§: D 80r +7-40 +74;0 +MW *7480 +7440 *7480 +70-00 +70140 +7-40 *7440 +7480 *70140 SEE ENEET81&4 FOR WINDOW ANCHOR - No.98709 orn NA L ANCHORS or +7496 *M90 +7490 47480 +7440 *74M +7.00 +7-90 +7-90 *70680t7480 LOCATmNSAPIDOri-APITRiE88E881ET 72 +7-40 *7-40 +7440 +70-90 *70140 +70IA0 +74-10 47490 +7440 47ggp +74x91► +70/40 REFRkMEAS Y SUE CX I 74 +70,90 *7-40 *701 *7-40 +7490 *7490 +7-46 +7480 +7-40 +7-40 tT.80 *7480 TUBE. :�,�•. <C/� 84 1 *7.90 +70190 +74;0 +74;0 +70190 +7.80 /LCs 1 4FORADDITIONAL A,8LECOC ATIONB. // �8E0:BIRT:T4FCR8NUBBERI ITS. P• "M • • ••• . • • . • . • • • • • TABt.E� tBL s • 49 EMBLY DETAILS 1 70mm FMW Read,SAN • • 8083 A fAttDOMPOW FROM THE 2999'NwL 12r 3 7003 Bottom&Shil�6 • • i0as•TaJ�an .i• ••• Ar Aw 2301" 4 7003 tones ad 1A► 5 7009 camw S 1.189Aor 6 7078 Godm •• • • • •• t 2.7W 21 ' 7 7072 Cwffert>iedtet • • • • ###"� 8 7m BoibWe .Isrx.zwo . • • • � 10 M4 a s PaM� • ► • o SASH 1 FRAME HM, 3 Sm Top. 71 E u 7m p� • •• SRL&JAMB O BOTTOM&Std ASSES Y TUBE 12 7m4 xe ► 8ted A8 f 9 t CORNERS 07WZ 8083.78 #703 ON346 #7004.6063-Ts 13 7M3 BerbdddB �a TABLE 3,8F�EF4 2 1 rtiog 7005 Be7A� emdwss 7028 YYYYN24°O Sted 2203 1388' rA- 7n07 tkfdAtm VtYNrs?4° sed law .i�.,�. M= ;w6m" Poxm _ Plate ow mr rBfak 7 3 F ' Aw n9k9tdar Arm #70Sim 71 Tie o 6 78 8-CHM FRAME Al F7J�toE 22 IMlantd. 3hftk Btnd $134.8083-TB 28 7050 a F® AA•ftJ Tngtf 8wd 6 24 And4gw~CUp mod 31 DwaSeet Mod j I" 32 1713 Merit x xi 4" 1 per' .,uta 33 3714 Wftigock x 716"x1- 4" E PUM 85 ri mr 35 M WWBead 6 8003-TSA9fxt 36 AD KwAgewc 8083.3sAlmL 37 7058 ItwdBsWD 8083•TBAkm 1 3B 0 Flo PVC 70 O BEAD B �„1 4 36 >z 9ttAb Rex PVC70 � #7Q36.8083 TS �#7042Z,OW�3 T6 so ttar613smwn Bodbooft 94TERIOR 60 7006 Frarrm SiOWAkfm. 61 7D� Cmtfar 6 .172 tit C3o4h 63 1� Ett.Pvc 4 b7o Ar r7i 8kfbow red 00 L 334 0003-MAML FRAMETube SMYGAhw& r' ' moa Am x P LPILMach.sQrme sty CORNERS 37 S7ar9,6a�1 Te PRoD=RBYf88D 3157 x Ph.Pn.sw st*1 as8bd as �x A.ML SM Btdfdeeestew �1rffffrrr o� 83 x 7 q Ph 58tS 84 x r M.Ph.Ta Steel `��Cj:� ENSF �F BS 16 88x1° Pn 8tdfdE.s89ed B6 nxi- QmdftSM fwd ' *;; No.58705 _ _ > LMS 8/15115 m"w7mw!Er aT Diox ML m = ere 24x 16'Rf Pn.TMPEP -'3 I to 6 'fv� BOOM AND CORNER%gEWS J ROSOWSKI 90 x 1"Ph.PfL m Shtlf�ee stffd %"r� ~!�'��t.9......... BMW ptoffiof.=��'I\`�• 1 k VO4M.FL 342 TRic r�'�t7NAL��; P.o.9iWt 2529 CASEMENT WINDOW DETAILS-LM 8t SM 08M12 fr f f f i f i f f NOK018S.FL 34274 Sertea Scagtbar6p Ab. Rev: A LVM UK-ER,PE. �,OF MO 129299 CA-74a NTS 1a of 10 MD-CA740-LM A P"mm MIAMFU in MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 209 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamlaaie a Wmbnemv PGT Industries 1.070 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 Dada 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 i ed to comply with the Florida Building Code,including the urricane Zone.- DESCRIPTI •Series SHR 710"Aluminum Horizontal Rolling Window-L.M. ."'� APPROVAL DOCUMENT: Drawing o. 7-1 , titled "Alum orizo er Window, Impact", sheets l through 11 of 11,dated 02/21/06,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 an to by the Miami Dade County Product Control Section. MISSILE IMPACT RATIN •Large and SmallMissile Ira et Resistant. )�AWLIKG: Each unit shall bear a permanent label with the menu cturees name or logo, city, state, ••• rtwQel/Qeries,.and following statement: "Miami-Dade County Product Control Approved", unless otherwise • noted herein. • RfNEWAUof thit NOA shall be considered atter a renewal application has been filed and there has been �;;• 31:change in TAj applicable building code negatively affecting the performance of this product, ••••• T1'iltb INA of this NOA will occur after the expiration date or if there has been a revision or change •••`•• i&J1p. iateri*mg, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ....: of anyproduct�r sales,advertising or any other purposes shall automatically terminate this NOA. Failure 0••• tc crompiy wo Ktection of this NOA shall be cause for termination and removal of NOA. AAv=TISENxNT: The. NOA number preceded by the words Miami-Dade County, Florida, and. 000000 elbowed by W expiration date may be displayed in advertising literature. If any portion of the NOA is ptM ed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114,04 and consists of this page 1 and evidence pages E-.l and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.09 Expiration ber 21 7/415 p Approval Date:.July 09 2015 Page 1 I PGT Industrie NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 d and sealed b P.E.manufacturer, Signe d y Anthony Lynn Miller, B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2 Cyclic Wind Pressure re Loading perFB C,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. (Submined under NOA No. 07-0815.09) 2. Test reports on: Air Infiltration Test, FBC;TAS 202-94 Po ) 1�' 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4 Large MissileImpact Test per FBC,TAS 201-94 5 clic Wind Pressure per FBC TAS 203-94 Cyclic Loading 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 Fen estration Testing Laboratory,Inc.,Test Re No.FTIA858,dated 03/08/06,signed and sealed b Edmundo aes 1� g y 1 P.E. .. (Submitted under NOA No.06-0405.06) . T reports on. 1 Air Infiltration T � cyst } In ion est,per FBC,TAS 202-94 • ,.�.�; 2 Uniform Static Air Pressure Test,Load' FBC TAS 202-94 �per 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 ••••; Airing with marked up drawings and installation diagram of an XOX aluminum ...... . .. Riontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test • '•'..' ; RAport No.FTL4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, 00 0000 (Submitted under NOA No.'06-0405.06) Manuel P r P.E. Product Control Wininer NOA No.1S-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-5a' 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 I. Miami-Dade 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"Sailex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 144916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS I. 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 under NOA No. 07-0815.09) 04. 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 •••• 'Edniiindo Largaespada,P.E. •:•••• ; (yulp0ed under NOA No. 06-0405.06) ...... .. .. . .. ••:•• 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their Series :....: -4W-7 10"Aluminum Horizontal Sliding Window-L.M.I., approved on 02/16/12 and • �; �eSt.Oling on 12/11/16. ....... .... . . .... Man el P P.E. Product Control Udminer NOA No.15-0519.09 i Expiration Date: December 21,2021 Approval Date: July 09 2015 E-2 .. .. • . . .• .• . • • • . . • . • • . GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GI WG OPTIONS:(SEE DETAIL$ON SWET 2}.KI IHSLN.L4TRON AS 1,CLASS TYPES G THRU L MUST HAVE A TEMPERED Gi ASS CAP. K�DYER A.5118 LAMI CONSISTING OFj)IWO 6 IN ANNEALED 1 VW�:A.OkTW INTERLAYM sAPt�X®PVI INTERLAYER 8Y B.6ne,LAw CONSISTING of I&LlTE*g1w ANWftED%ASS MR ivAt9;IV HEAT STRENGTHENED GLASS WITH A.O"°PVI`INTERLAYER. EASTMAN CHEMICAL MANY C.5118'LAI CONSISTING OF(Z)LITES OF 118'HEAT STRENGTHENED GLASS iMTH A.W TW INTERLAYER. D.7/18°LAW CONSISTING OF(2)LIVERS Cr:3/18 NOWALMI GLAKWTH 4 V9°PVI'INTERLAYER E.7118 LACI CONSISTING OF(1) MC pq AM(;nE OF 3/18'HEAT SIREYOTHIMED GLASS WTH A Mr PVW INTERLAYER H NOA DRAWING MAP F.7118•LAMI CONSISTING OF(2)N'!ES 3118'O► SIkT S'Ti ENNGIMINED®6A'SS WITH A.W°PVI'•INTERLAYER SHEET G.13118 LAM!IG:(1)LITE OF'U9 OR SMS'ANNEALED WL)GLASS,Stir OR 3W AIR SPACE AND 5M8 LAW GENERAL NOTES_....._.»1 CONSISTING OF(2)LITES OF 118•ANNEALED GLASS WITH A AW'PVW INTER AYEt GLAZING DETAILB—2 DESIGiN PRESSURES...»..3 H.13PI8 LACI IG:(1)LITE OF Iff OR Stir ANNEALED(MIN.)GLASS,5f18OR 3W AIR SPACE AND 5118 LAM CONSISTING OF(1)LITE OF'V8'ANNEALED GLASS AND(1)LITE E.EVATIDAt8......»».»........4 OF 119 HEAT STRENGTHENED GLASS WITH A JW'PVI'MRERLAYEA. VERT.SECTIONS–_8 HOWL SECTIONS.».........8 1.13M8 LACI IG:(1)LITE OF U8'OR 3118"ANNEALED(MIN.)(GLASS.SMBOR319AIR SPACE AND 5118 LAW PARTS LIST.—.--8 CONSISTING OF(2)LITES OF•1ff HEAT STRENGIlIEVED GLASS WITH A A90'?W INTERLAYER. EXTRUSIONS.__.___7 CORNER DETAP.......___.5 J.13M8 LAMI 1G:(1)LITE OF V9 OR 3M8 ANNEALED(MIN.)GtA88,3118 OR IWAR SPACE AND 7118 LACI ANCHORAGE.–--..5-11 CONSISTING OF(2)LITES OF 3118 ANNEALED GLASS WITH A.09V TW INTERLAYER. I.13M9 LAMI NG:(1)LITE OF U8 OR 3118 ANNEALED(MK)GLASS.3f18 OR 1l4•AIR SPACE AND 718 LAMI CONSISTING OF(1)LITE OF 3118 ANNEALED GLASS AND(1)LITE OF 3M8 HEAT STRENGTHENED GLASS WITH A.096"PVI"INTERLAYER. L 13M9 LAMI IG:(1)UTE OF 1/9 OR 3116'ANNEALED(MK)GLASS,3118'OR IW AIR SPACE AND WIS'LAW CONSISTING OF(2)LITES OF 3118 HEAT STRENGTHGLASS NTHA.09V WW INTERLAYER 2.00NFKGURATIO 0X ROS XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 13W ©S POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.SEE SHEETS S THIROUGH 11 FORA CHORAGE DETAILS. 8.SHUTTERS ARE NOT REQUIRED. �pRoD=RW4wD 8 FRAME AND PANE.OORNERS SEALED WITH NARROW JOINT'SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS PTL-486%FTL4889 AND FTL48530. E.CO TEXTRON NORS N+r ® AIE/AF&PAPDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BU ILDING CODE.INCLUDM THE HIGH VELOCITY ®HURRICANE ZONE OWH4 �� LYNN 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.GLASS TYPES G-L SHALL HAVE ATBOW ED LG.MASS CAP.BOTH TRI:OP AND ANCHOR QUANTITY REMAIN UNCHANGED- "0.5870 'K =.04 1 ,s Now JAt�Rmt a Fsc txNa 10LAL % II�TE3 ~%ocs,� ?``aO�`'� .IA BNR�f1 D maaP Aff? •19FTA m Asgx. LHI tTi4LROlLERIA W, �ni`J1 ;9 nK F 2 AJ. BMW 41111111106 t6ett9 NTS ! +!! 4127-l0 F' raa 'a KURARAY BUTAq • • • ••• s ••, PVS INTERLAYER • • • • • • • • •• or SAFE PVS INTERLAYER BY, 21 •• •• SQ •i• ••• •i• ••• 21 50 EASTMAN CHEMO MANY *7 i•BOA►•• i•• i•• :3 EXTERIOR, IN ••• 112"NOM `� t or• • • •• • GLASS ATE • • • • • ••• •• 51 60,61,62 51 r 1ffi"ANNEALED OR FEAT STRENGTHENED GLASS ED OR HEAT STRENGTHENED GLASS J=PB INTERLAYER RLAYER 119°ANNEALED OR HEAT 37RENGTH UMD GLASS 1;371ZOW-LAMINATED ANNEALED OR FEAT STRENGTHENED GLASS BM8'NOM. 51180 LAMINATED GLASS 7118°LAMINATED GLASS 2121 50 112"NOM. 1t2'IoM. GLASS BITE 59 GLASS SITE 52 6952 0 72,73,74,75.78,77 as vt--- — A. - sw=wft N8'ANNEALED OR HEAT STRENGTHENED GLASS 3M8'ANNEALED OR HEAT STRENGTHENED GRABS I q6o a1 MO PVS INTERLAYER A90 PVS INTERLAYER sy fir ANNEALED OR HEAT STRENGTHENED GLASS SMV ANNEALED OR HEAT STRENGTHENED GLASS ShW LAMINATED 7118'LAMINATED 5M8.OR 319°AhRSPACE 3118 OR 114 AR SPACE ur OR 3118'ANNEALED ORTBvERED GLASS® W or 3M9"ANNEALED ORTHMPERED%&%A 13Rr NOM. ISMS'NOM. 13116°LAMI IG GLASS W/5116°LAM! 13!18"LAM!tG GLASS W1 Wif LAMI '�.��,to��•� !4�gp%� tt= No.58705 is AFOR N WALLATIO N IN THE HVHZ ALIVE 30 FT,GLASS TYPES G•L SHALL HAVE A TEMPERED LG.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Lt vow F WW=WSBAYfitWMVACR4WR Q DE `%�U.C`• At cL ranmr L' lBrxINrBF71@8T '�va� T ,, ,ta; saertr a tGLtLWY0 7 +BOFr nE PA BQX aAUM tl flAt L l4(/NDOW�1liiT ''.;�510l�tAi- %% NO1(p98.R3Ylr4 !tom 2 y 11 41V/10 F A L P" ,PE F 2102W B�DB . . . • . e . . . . . . •.. e . . . ..• TABLE 1 XOX(1/4,112114) INTEi7RUImIlII WBNDOAIS^ANGED SHOWN.FIN WINDOWS WISAIE DLO ARE V SMALLER) WIDOW GLASS • • e • • i •• e i •• WINDOW HEIGHT WIDTH TYPE • • *:.3&.' •i e 'G" I 80 wr I or 88' Be A,B,t3,H +> .O -80.0 W04E�(pf +1%f.0 Nl O +80.0 80.0 +�1.0 48f.0 0 40.0 +1111 fl -80.0 +80.0 X1.0 88" A.B." +60.0 O +80.0 -KO +80.0 -00.0 +000 4XL0 +60.0 40.0 +68.8 -8.8 +862 -682 FMMTMJATMIN 1083(' A,BAH +80.9 +� •80.0 +80.0 •80.0 +130.0 4�.0 +W.0 -80.0 +682 -662 +52.3 -V-3 THE HVHZ MM 30 108" A,S,GH +80.0 • O +80.0 49LO +80.0 •60.0 +800 .600 +60.0 •60.0 +84.6 -84.8 +51.7 -89.7 TYPESa- L SHALL HAVE A 119" A,B,t3,H +�I.b 43.0 481!0 4MLO +80.0 -K0 +80.0 -80.0 +59.6 -9.8 +63 8 -53.6 +60.9 -50.9 IA toss DP UP TO 111" +80.0 -W.0 AAD 0WTH7R D,E,F, QUANTm LIP TO 11Y J L +75.0 -75.0 WOW40w. TABLE XOX(113,113,13)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAID DLO ARE V SMALLER) WIDOW GLASS NIIDOW WHEIt#IT WIDTH TYPE ALL MTS UP TO83" TO 88 7118" A,B,C, TO 86 7/18" E', +76 0 76.0 TABLE 3. 007 AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 2" 38' 38 318' 48" 60 80" 83' 80" A,S, +78.0 76.0 +78.0 75.0 +7&0 760 +7&0 -78.0 +7&0 76.0 +76.0 76.0 +75.0 -75.0 +75.0 75.0 86" ABH +75.0 75.0 +75.0 76.0 +7&0 7&0 +7&0 76.0 +75.0 75.0 +75.0 75.0 +742 -742 +702 702 72" A,B,G H +76.0 75.0 +76.0 75.0 +76.0 7&0 +76.0 7&0 +75.0 76.0 +76.0 75.0 +69.6 40.6 +85.2 -652 T4" A.S,O,H +78.0 75.0 +75.0 -75.0 +76.0 78.0 +75.0 78.0 +75.0 76.0 +75.0 75.0 +88.1 -0.1 +83.8 -63.8 UP TO 74" C,D,E,F, +75.0 78.0 2O2 J L sq GLASS TYP>BB:TEST REPORT M4808 MA FTL (OX&)6D)AND FTL A.5MW LAW-(118"A,.090,118"A) G.13!18"LAMI D-'118'OR 3!98"A pId.j SN8"OR 318°AIR SPACE,5118"LAMI-(lArA,.0WlffA) 8.6118"LAMI-(1/8"A,.090,1!8"HS) H.13!'18"LAMI IG4fir OR 3/18"A(MIN.k 5118"OR 3/8"AIR SPACE.5i18"LAMI-(1/8"A,.090,1l8"HS) C.5118"LAMI-(1!8"HS,.080,1/8"HS) L 1311T LAMI I0-1i8"OR 311WA(MIKE 5178"OR 3/8"AIR SPACE,dJ18"LAME-(WSW,.090,1 ) �� , ...........�Y� Q, D.7/18"LAMI-(3h18"A,.090,3/18"A) J.13/18"LAMI IG-1/8"OR 3/16*A(MK),3118"OR 1/4"SPACE,7118"LAMI-(311WA,.=Q WWA) ' ��"sE'• ' " :' =* ' E.7/18°LAMI-(3!16"A,.090,3118"113) K.13118"LAMI K3-118"OR 3t18"A(MId.1 3118"OR 1!4 SPACE.7/16"LAM{-(3118"A,.090,�96"HS) No.50705 F.7/18"LAMI- 3118"HS,.09D,3/18"H8 L 13118"LAMI Ki-118"OR 3/1lrA IN ,3116"OR 1/4 SPACE,7/16"LAMI- 18'113,.090,3/18"HS) - "' ;--4- aft Q eu s F Imommummewr ,o,o,Eae. DEMNPRESSURES ;�0 FtoR+o�: '��`• .►at t Ht E /�GMVAF34m 7F68 a vemar w •ti ��• .rA saavrr o m�v7ose7 +smrt no.scAc+sm iTAI ROLLER NSW SACT '�, /p �£�• O ° f4 4 O7 l6®fe NTS3 a 11 4927-?0 F P Fx z,�s do seueros . • ••• ... .. ..• • • .. .. . . .• • • • • • • • • • • • • • • • • • 27 31r 27 AXOL 27318° Max DLO ea 9n9•MAX DLO, m FpMAx OLD [—MAX DLo VENA • • 000 VENT FDW D D •r •• • • • e • :_;�7 • • • • • •• - a = • • • • • • • B B B •• • • • • ••• • x / 0 000 00 0 x x o x x a _ 110'MAX.WIDTH I.F.FRAME 'E' N 7116'MAX.WIDTH I.F.FRAME 111'MAX.WIDTH FLANGE FRAME 7116'MAX.WIDTH FLANGE FRAME DETAIL B-XOX(114-1/2-1/4) DETAIL C-XOX(113-113-113) NOTE. 339118`MAX. 338118'MAX. 1.SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLOF0W C OLD VENT SEALAN /gyp GASKET 8r MAX HEAD AND SILL FLANGE A 1 A FRAME ALL 1S 1 CONFX3. 87319' ` Mk MAX. / 16 I.F.FRAME DLO ALL DLOALL / Bufldft FIXED VE82"MAX .a j com LI7ES l.F.FRRAMM E A�01D� 0 ► X ALsr CONFI4. era 1 1 13 FLANGE FRAME `` 0y LYNN d?/k iP Max WIDTH LF.FRAMEVIEW �� 74°MAX.WIDTH RANGE FRAME (FRAME CORNER CO STRUCTION) `�r: �.58705 � DETAIL A-OX OR XO a': ; it t tlt /!8 F G7lA5AFiS7F119 / s ATE _ �o�a>• rre ELEVATIONS :,�:•.ktox�o?.•°`O� cls JA 1 a ata nt� r omr . Raffia AUJU 'ONTAL ROLLER SACT ''�S 10AJAIL��•�` P.O.BtjX,E2B F.K .iL/ S?&09B p 0 7m— MS 4 s ff 4127-10 F Ay e, ' .. .. . . . .• .. . . . . . . . • . . . . . •.. . . . . ... • • Goo••• • • • • • •• • •• • 39 • • • • • • • 49 • • • • • • 1s 2 • 13• ••• F-VEFUOR • • • • • •• • •• : : : • Ag VENT DLO }-- MAX F16D Of 0 --I MAX DLO MAX WIDTH(FLANGE FRAME) EXTERIOR (AySECTION" 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HEAT INYEP" 17 35 32 37 39 FLANGE FRAME MAX aVENT opq 18 MAX Fina DLO i-- MSM X FRED M.0 --I mAx vEtu DLo MAX.WIDTH p F.FRAME) 21 AOR SECTION A A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 MOD=REW"D 2rinowwbma� mortaMta 12 24 8 EXTERIOR INTERIOR m- 7 •GS i 7 12 21 EXTERIOR 10 TR 8 `��'•''uGL•tVSF''•;F�'moi 10 '•.�'c SECTION C-C 42 SILL HEAD No.58705 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) I.M 8 18 F AD fl@80w '.fl ATE a' AA > I a QWWTiw&vw v asa SECTIONS ,�5•'•Fco flP•�G,� i4LLW.HOR00AtTAL.ROLLER IOW SACT '�i� ��ii__ JJL D =SW4 yRstBlj$eIAA an smw� °� Um I GPE FK LL 3 iB In" A S e 11 4127-10 A' P835b .. .. . . . .. .. . . . . . . . . • • . . • . . . . . OWN MATT. PC" OWN DMCRWMN MAT"L PG1P I 4IC2 A FLANCEPRAMEHFAD 6063-TEAL 612237 66 MASW 13116°LAMIIti•I&°A w.1 YrAjR spAcK 3/16"LAMI awA,.090 Fm ilrA 2 4023 SASH LIPI'aMo OW3-IfieW 612144 67 1 13116`LAMI H lWA Wm-.l Ylr AUt SPAWK 5114V LAMI(IWA.A90FW, 3 X314MLPAN • . . • 7834AA 68 1VI61LAMII4U8"A 3�AIRSPA 5116°CANT i! A90 PVS,VM 4 4053 SAS SH0. 69 ° 13(16°I.AMI UCi•3/16"A VIC AIRSPA 5116°LAMI U8` 49OPYJL Il A 6 4136 FLANS ME!lIId. ... • 08069•T&AL 641M 70 ILVW LAW n3J16`A OM SnC AMPACK SnClAbG U8° .090 7 4137 WLADAFTOR 6063•T6AL 64137 71 I3/16-LAMIICI.3/16-A 5116"AVt 511CLAMI US°UL4,,.090 U8 8 4131 ROUIRtTRAOL 6063-TEAL 64131 72 ° M° MIlt1 U$°A W. VCAIRSPA 7111 LAMI M N16"A 10 71298 WEEP . • . gyp. 71298 73 13/16`LAMI 1(1.118°4 U4"AUR SPA 7116°LAM[ A 490 3118' l2 162b AD1iU:41YB • • • 7PAD162G 74 ° 13116"I AMI Iti U8°A U4"AIR SPA 7/16°LAMU A90PYB.3/16)� 13 4002 A FLANCiBFRAM JhMB • • • • . 6063 AL 612225 73 ° MM"LAW 1&3Vi6"A 3116"AUR SPA 7116°[AMI 18- .090 3116°A 14 4134 CY►SKSf 74134W/K 76 ° M!6"LAMI ON16°A RSL 3116"AIR SPA 7116°LAMI 16-A..090 M 311 77 ° 13116"LAW 03fWAQADQ6311C A1R SPA 7116°LAMI(3y/16qm090PVJL 31 IS US #SX1.000QUADWSM 791POA 90 10141 ISMENFRAMEOM&VEL) 3105•H14AL 16 4110 O 3C2ZMADAPTCIA 6063-TS AL 641100 91 1630 lSaUMOORNEILKEYWIRDM POLWROP. 17 4054 B FIXFDAM1'iPFCiRAIL 60S3HD-TEAL 64494A 92 1631 SC1MNCMMJ EYWIOUTFJM POI.YPROP. 19 4066 WSTP 187X FINSEAL 6406601 93 1073 SSPRINCI Mr. 21 4105 SASHTCIP&BDTMMRAIL 6063-TSAL 612740 94 1624 SCRBUNSKM-.13 MA.POAM EMPVC 22 I= WSTP-MXZMBACKPIN3EIkL 616830 95 1635 SCREENSPUM-.13SDIA.HARD EM PVC 23 225.1 RMIERHOUMM&CUM 4211M 96 SCBM C LM 24 226 BUTASSROLUMWEM" BRASS 7BRWM 29 4128 HORiZ0111'ALRtOUMSASHTMGUM P01.YPRC?P. 44128N 32 4006 D SASHbOMMORA1L 60MUS-T6AL 64006 2710 33 1235 WMT..MX 2MANM FIN SEAL 67SI60 35 1096 SWIEPIATCH DHWAST 7106 36 1016 #8X 625PH.FL.SM3 WN 37 4126 SASH SMERAH. 6D63-TS AL 64126 39 1683 W3T7X=BAMSPAL 6168301 A� 39 7OTO BULB WFATEHtSrW.IV X 27S 6707M 40 LUFTRAILCDMKCAP 7407rC'LWR- 41 4139 LF.FRAMEBRAD 6063-TEAL 64139 42 4140 LPRASIIL 6063-TEAL 64140 4� I.F.FRAME BEAD A ME 43 4141 1AFRAMEJAMB 6063-TEAL 64141 141 . 50 MAZM DOW 899 995 OR AL>9!Tl Sl 1224 vDmaAZRfGBHADBULBCrfflM 6nWMX 7 �ODuernymp , 52 I= VINYLCILAZMBEADBULB 6TP� 2,784 ,Cp 53 4039 B a AZRtIC1MAD-5116" 6063-TEAL 64M DO -L43 2011 54 4044 B CRAZMM?AD-5116°WIC9iUU.L.1Cri' 6063-TS AL 644M � 3.162 Br 55 4222 A CRAZMWAD-7116° 6063-TS AL 64222 56 983 C GA?.Ilt MAD-7/16"WAIRKLM 6063-TSAL 6�5 7L 1.lDB 59 4067 laAZIKGBEAD-13116° 6063-T5 AL 64067 60 CLAW S1i6°LAW U8"A,.090 US"A 1.F.FRAME JAMB ` tt t i i e r 61 5116°LAMI U8" .090PVB Ue" / C>ta�L .. u � 14141.8089-T8 �.`' •''pENSF''•.F•P 62 " 51le LAbU U8" MPVB,U8" L 63 " 7116°LAMI 3116"A .090 3116"A 2710 =+�`:' No.58705 64 " 7/16°LAMI 3116°A,.MPVfk 3116"Ila I.F.FRAME SILL - 65 " 7116°LAMI31160 HS..090PVB.3/16° 42 14140.W63-T6 uspb17� ET '� PART8U3T ��.'•..�toatio� e�Cj ut rooxaeem� Pn�tmae �t�ILVSWMFL3M Wo 1tTALROLLER1Nd SACT p0e NOIOOY98,R3Q14 1 BelOer mit ' ALYl9i PE Fit 1EE"#01u) 11�� MTS 8 e 9! 4127-10 F Pes�noe e a .. .. . . . .. .. . . . . • . . . . . . 1—,.51 • • ••• • ••• -�{ 1.187 �+- 040 .738 • • • • • • • • • • 3,52 LSASH STOP COVER 1 73 3 4 #4053,0083-75 ••• •i i i i•i • •• 2.7 71 %•• • • • • • . • O FLANGE FRAME HEAD (1 FSILL O FRAME SILL ADAPTER 0410M.8083•T8 84136,SMS-76 #4137.8003.78 1. .os2 1• S FLANGE FRAME JAMB 04002n.SU -Te .400 L__j T— 4.484- 4 OH STOP B�S HORIZ RDI Fl TRACK 97 O a22j 79 (logb .126 050 71103 7l 2 i[ .878 t� -.4 .28l 21 PRODucrituvam SASH TOP&BOTTOM RAIL O SASH MTG.RAIL 37 SASH SIDE RAILV GLAZING BE 5118" asdw Q #4133,808375 0401 8083�GS-T8 04128.8378 \:_:/ 0405 .8083 T8A. alaftco& {Q, TD`1;0 Prate 878 'm .080 •78 .883 -T 1.1187+—*i� �� "�i� YNN 5 GLAZING BEAD.5/16° `.J GLAZING BEAD'7/1(° O GLAZING BEAD,7/1 S° 59 GLAZING BEAD,1311W �.�`��o ........ \ J `J �3-TS '�Sc�vs ' #d044B,8083.78 #422?A,808375 A1�6C,8083.75 #4087. QJSED wi GRILL KI7) OXED w!MU KIT) 140.58705 :fin'• s'r FS '•t,�i'ti Lei MF ciffim lim �.�� T FRAW* MMECHROLOWUMM " 8ALM HORI ONTAL ROLLER MYDOW AWACT +,+ce. NO �smsrros. .�%4 VWffv B' gar 7 +11 4127-10 F P"Wm FX amMI L• • • •• • • • • • ••i ' •• • • • •• • • • • • • • • • • • MICHOR�JAN7110,XOK 914 &I SOWS TABLE 4 NOTES: SASS TYPES AAC.O.W SLAW TYPES D.E.PAK.L 21+ •1.cow $>R WCM• 2. Ot4C C 1.CONC 1.ANCHORTYPES. ANOHOR 7YPH 2 3,WOOD • 1-114"ELCO TAP(XNVS 2-114'ELCO SS4 CRETEFt�( 3-812 STEEI.SCREWS(tom & T8 • • • • • 2.GLASS TYPES: SRE HEAD&893 3 iL &•tow d HFAD&SAL HEAD&S&L A 6W LAM-(11�A.M.118"A) �GLASS TYPES d- ==AND 9 0.SKW IAAS-(1f8'A„OM 118'15) TEMPERED I.Q.TYPES CAP.BOTH TFC IW AND SLIM 3S.375 14C2+1+C1+•1 2 1+02+1402+8 2 1+028+02 H 2 S+C2+1+02+1 2 1+02+1+C2t1 2 14Mi+C2+1 2 C'�0"�I-(M AAK�A)) ANCHOR QUANTITY RERAAHd l�1CHAP&lED. 0.7/98"LRAM-(8M8'A,�O,3M8"A) 4LOOD 14L2+14C2+1 3 1+ 1+00 a tWz%Wl �+14SWI a 1+a2+14MI 3 1400+02+1 a E.7lllrLAM-(3fWAAo.3n&"aS) eos2a 1+c2w+c2+1 a 140+1 a 1 i+02+ 1 a 1+�,1+r.�+1 a 1+02+1+00.1 a G.i3He-�r�1 a'HSM a(AMHS) XS M6-OR34"SPACE,MrLVA-VffA.M.lArA) SLOW 1+08+1+02+1 8 1 1 3 1 1 1+C2+1 1 3 14Mi4C2+1 3,14041+C2+1 3 H.13M8-LAW K4-18"OR 3M8"A(AM LJ 8198"OR 38 SPACE,BMfr'LAMI-(118'A x.18"Hsy 80.800 1+3nK+1+02+1 3 1 a 4RCZ+1dCtd1 R+L2+t+E2t1 3 1+SYd+1+C1+1 3 t+t2t1►OZ+1 3 1. 13H8'I.AMN Ki-ifi �t 3118'A W N.).5MG-OR3'SPi�.8H6'LAMB-(1!S'HS,A90.1�'HS) J 13M8'LAIMIS-18'OR3ftsA(M54.y.3M8"OR114"SPACE.71WLAW-(3MSAM.3fWA) SLOW 1+C2+1+C2+1 3 /+C2+1+OTt1 8 1+02+1402+1 S 1+C2+1+C2+1 3 14C2+1+02+1 3 1+C3+1+C3+1 3 K.13M8"LAW K4-1ff ORMV A(MIN.).3M8'OR 114 SPACE,?Mfr LAN-(BMO'A,M 3MS'HS) •0.000x30.375 14C2+1+C2+1 2 1+04140+1 2 W20402+1 2 1+02+14C2+1 2 1402+1+01+1 2 14C2+2402+1 2 4 13M8'LAN 10-18"OR3M4rA(A®PL)3MO"ORU4SPACE,Ins LAMi-(3M&HB,A9D 3M8'1S) 41LOOD 14041+02+1 3 1+02+1402+1 3 14020•+02+1 3 14C2+1448+1 3 1402+1402+1 a 1+C2+2+L'2+1 8 3.WMOWA INIANIMESAREPERADJACENTTABLEAMBASEDO NTHEFOLLOMM 50.828 14C2+t4C2+1 3 t402+t402+1 3 t+C2+t+C2+1 3 1+C20400 3 1+C2r14C2+1 8 1402+2+02+1 3 � FOR VMW Y SMM NOT SHOWN.00 TO NEXT LARGER WIt IN TABLE' 54.000 1+9;L+14C2+1 311+0+1400 3 V M+1+0.1+1 3 1+C2+i4MI 3 1+02+1402+1 8 1+C2+2+CZ+1 3 HEAD&SILL:101!2"MAX.ON EACH SIDE OF MEETING RAIL.CENTERL�. 26 3W MAX FFKM WOOD 1+C2+1+02+1 3 1+02+/40241 3 1+02+1+088 3 1+C20402+1 8 1+C2+1+C2+1 8 14C3+24CSt1 8 ' JAMBS: s MAX FROM COMMAND 22 IW MAX Or- SLOW s SLOW 14C2414C.L+1 3 140+14t'sd'+t a 1+C2+14C244 3 1+02+1412+1 3 1+C2+14C2+1 3 14C3+24C3+1 a TABLE Mr. 7a.006x 30.3751140+2410241 1+M+24C2+1 2 1+02+1+02+1 2 1+CZ+2+02+1 2 1+02+2+Ml 2 14C2+2+C2+1 2 14C2+24C2+S 2 x o g 46.0001+C2+2+C2+1 3 1+02+14C2+1 3 1+47+2+02+1 3 1402+2 Ml 3 1+02+2+02 1 3 1402+2+C21 3 +1 3 QUANTITY PER JAMB 40.5281402+2+C2+1 3 1+C2+1+1241 3 1+02+2+02+1 3 1+01+2+02+1 3 1402+2402+ 3 1Kd42+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 84.000 3 1+024.1402+1 3 I+C2+2+C2+1 3 14C2+2+02+1 3 1+C2+240.2+1 3 1+43+2+0&8 3 A CLUSTER OF(3) �� 86.000 1402+24C2+1 3 1+C2+1+C2+1 3 1+C2+2+t2+1 3 1+CZ4.2+C1+1 3 14C2+2+C2+1 8 1+C8+2+�+5 3 AT EACH ATMEETINGEACH RAIL A LE(1j ANCHOR AT EACH OPERABLE VENT SL= 140.1+24C2+1 3 1+02+1+02+•1 8 1+C3+2+03+1 3 14C3+24C3+1 3 t+C2+2+C2+1 3 1+03+2408+1 3 PLUS(4)ANCHORS AT FDCED SECTION. 84.000x MLM 1442+2+02+1 2 1+C2+2402+1 2 1+01+2402+1 2 1+02+2+C2+1 2 14C2+2402+1 2 1+C2+3+C2+1 2 (123 ANCHORS TOTAL AT HEAD AND SOS. 41.000 1402+2+42+1 3 %C2+24C20 3 1+C2+2402+1 8 1+02+2+C2+1 3 1+0.1#2+4:28 3 1408+3+0341 3 (3-WL O.C.ANCHOR tIPAC84O) 50.825 14C2+2+02+1 3 1+02+244 2+1 a 1402+2402+1 3 1402+2+02+1 8 14C2+2+M 3,1403+3+03+1 8 MBL S4.OW S+C2+2+C2+1 9 4#01+2+02+1 3 I+M2+C2+1 31140+240+1 3 14C2+2+Mi 311404+3+01+1 3 WL" 401100 1+02+2+C2+1 3 1+C242+C2+1 3 9+33+2401+1 311+03+24403+1 3 1+02+2+02+1 3114003+06+1 8 53:000 1+C2+24C2+1 3 1+C2+2+Cd4.1 3 1+08+2403+1 311+03+2+C3+1 3 1+C2+2+Ml 3 1+C4+8+04+1 3 Ir REF. X O X '86.375x 38.078 t4C2+2401+1 2 1+C1+2+C2+1 2 1+C1+3t02+1 2 140243•t�+1 2 1+40+3402+1 2 14 1 2 T Swami Rids 48.000 1+42+3+02+1 3 1+C2+2+01+1 3 1+C34.f0M 8 141+34041 3 1+02+3+02+1 3114103+440+1 8 We RAIL,•Hyp• e a .�� WAS 1+0?+3+02+1 8 1+C2+2 CaM 3 1+C%3+C8+1 3 1403+3+03+1 3 14CS434C,9+1 3 1403+4+0x+1 3 EXAMPLE CLUSTER W1 QTY.OF(3)ANCHORS KOM 1+03+3+01+1 3 1+C2+24C2N 3 144�+C3+1 3 1+c3+s+c3+1 3 1•+08+3403+1 3114004"1 a (SHOWN IN TABLE KEY ABOVE) ar I&M 1403+3+05+1 8 1+C2+2K8+1 8 1+04+3+04+1 3 14C4+3+C4+1 4 1+03+34Ca+1 3 14CA+4+C4+1 8 MAX of 83000 1442+3+01+7 3 1+0d+2+O2+1 3 1+4+8+04+1 31 4 14C4+3+C441 3 1+CS44+C5+1 a 172'TYP. 111.000x 38.375 1400443+02+1 2 1+C2+2+OaH 2 'Ntn'Z+34C2+1 2 1+C2+34i02+1 1 4C2+33+C2+1 2 1+C24+M1 2 3. 46.000 1+C24S*C2+1 3 1+M24C2+1 3 'I+Ca+S+C3+1 3 1+CU34C3+1 3 14024+x+1 3 1408++0x+1 3 Jl X O 80.m 1+02+3+02+1 3 1+02+2+02+1 8 1+03+3+03+1 L'+C40+3#C40+ij 8 8 140043+03+1 3 140944+48+1 3 r- Q .• S Ns<''•�P 54. 0 1+C3+3+C3+1 t4o.58705 3 1+C2+24q+1 8 1+0941+03+8 1 8 1+09+3+09+1 3 1404+4+04+1 3 I =�r r 80.000 1403+3+0041 3 1402+2402+1 3 1+04+340441 1 4 1+Ca++T+C3+1 3 1+C4+44dA+1 3 MTCi RAIL,IYP. &9.000 1401+8+C3+1 3 1+02+2402+/ 3 1+04+3+04+1 4 140443+04+1 8 iK8fi1+0S+1 4 � T Wl QTY.OF(4)ANCHORS .t�:• (s ::u� 04.x. rte' kf� ca5 rvwrs F AIDC 7tf8 f ANCHORAGE SPACRA XOX 1AMM 1/44 per`•. a '� & !47!7!11 81 7t&SSt T +�+ ALM 140RJZOA AL ROLLER T.A W SACT rs�tiNAI, .m awl a 1parYOSST .sarf� PA.@fpCtffi8 s�nuK ,,,. swouw aft FA 2 dd 3a?8408 •t33rrra "Ab m uar lWftO K!$ 8 +11 417)-10 F ALP PE • • • • • • • • • • ANCHOR IMES.XOMI&M-113MBIDOM TABLE 5 NOTES: GLASS TYPES A.BAH GLASS TYPES CM.E. 4 X L MCMTVM3 2.3,WOOD . Z COLIC 41.001)4. 2,3,4"• 2.CONIC I.COW 1.ANCHOR TYPES: &$Uowmyg 2fHtES • Zms • ZONES 20HED 1-114 ELCO TAPCxNVS 2-114 ELCO SS4 C.TtETE-FLEX 3-1112 STEEL.SCREWS(0b) 2.(SASS TYPES: t1F3 m sm 1� o a m L �Ao;lk t�Q�r mvi O&GU HEAD&SLL A.51S'LA18-(WA..M IfFA) ° FOR MrALLATM IN THE HYHZABOVE 30 IK v li I B.6M8LAIM-(7A3'A,AM,I8 HS) FT,GLASS TYPES O-L SHALL HAVE A 46.000:3L= 1+C2+1+C2+1 2 4+02+14C2+1 2 1+(2+1+02+1 2 fKMN+CA+1 2 tOC2+14C2+1 2 1+C2+1+MI 2 C.SJ18'LAaN (3/1S'A.M.&WA) ANCHOR QUANTITY REIN UNCHANGED GED-{1�Hs M Ia$'164) TEMPERED I.G.GLASS CAP.BOTH THE DPAND a 48000 1+(2+1+(2+1 3 t 1+22+322+1 3 122+2+(2+1 8 1+42+1422+1 a 2+(2.2+(2+1 8 .7M8 LAb9-E.7M8 LAM-(3MS A,AO.3M8 HS) BOMB 1+02+i+C2+1 3 J4=0+C3t1 1 8 1 3114M+140+1 3 *4Cl+t+C2+I 3 F.7M8LAW-{3M8HSAft3M(rHS) 04A00 1+O2H+C2+1 3 3 'R24f4�1 3 002040+1 3 1+0+1+6261 9 G.131fS'LAdN10-/A'Ot3H8'A(ASNL)6SMS'ORWWACF,SHIrLVM-(IWA080,1/'A) MGM 122+1+22+1 8 1 1+02+%Mi S f+C24d S 1+(2+2227+1 3 1+C1+1+C2+1 3 K 13 MIr LAW N3-1A'OR 3/1('A @AIN.),5/10°OR 313'SPACE.6110"LAN-(1f8"AAM INNS) L 13M8LAWM-1B'OR3M8A(FAIN.),5110(.2318 SPACE.2V181Ab6-(118 H3,0 .118HS) 83000 122+122+2 8 1+d:3t 1 3 1 3 1 8 1K2+Ht2H 3+K)3+140301 3 J.13M8 LAIM IG-IW OR 3110"APM).3116'OR V4'SPACE,7M8 LAW-(3M8 A„080.3M8 A) 63.126x38.378 1+02+1+C3+1 2 1402+122+1 2 1+(2+1+(2+1 2 14C2+1Ka+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1(.13.8'LAW Ni-1f8 OR XWAOMI 3118 OR 124"SPACE.7M8 LAN-(3tW A.M.3/16'HS) 4LGX 14C2+i+C2+1 3 14C2+1+C Z+i 3 122+122+1 3 1+Mi+02+f 3 1+42+1+C2+1 a 14C20+02+1 3 L 13M8 LAMI K3-iW OR af16'A(kWL).SMCr OR IW SPAC F YtW LAbd-{3M8 H3,.00.3M6•IS) 60.615 1+C2+1+C2+1 3 1+424122+1 3 1+C. %C2+1 3 142w1+C2+1 3 1+02+14M+1 3 14C2+1+22+1 31 �VVINDOW ANS QUANfITMS ARE PER ADJACEIJT.TABLE AND BASED CNV THE FOLLOWING 54MO 14C2+1+CZ+1 3 1+22+1+(2+1 3 1+Cz+2+02+1 3 1402+2+01+1 3 i+C2+1+C2+1 3 1+t2N+II2+1 31 DMENSKM Ftft wwmm NST AVN.CO TO NIEXT LARGER WN)OW BI TAOM 80.000 14C2+142+1 3 122+122+7 311422+1+x+1 3 1402+1+02+1 a f4C2+1+(Z+1 3 1+03+1+Ml 3 83.000 14C2+i+2+1 3 1+02+1402+1 3 1+22+1402+1 S 1+02+1+01+1 S i4CM+C2+1 3 193+1403. 3 HEAD&SlU- 10117'MAX 2N•I EACH SIDE OF MZETM RAL CENTERUNE CORNERS 80.000x30.378 1402+1422+1 2 fKM+14C M 2 1402+122+1 2 122+t+C2+1 2 1402+1+02+1 2 122414C2+1 2 25 3V4 MAX FROM JAMBS: sp MAX FROM CORNERS AND 22112'MAX O.C. .0.600 1422+1422+1 3 1+02040+1 3 122+1442+1 3 UC20+02+1 3 1+22+14(20 3 1+C2+14C2+1 3 TABLE SD.M 1+024122+1 3 1+22+14(2. 3 I+OE414C2+1 3 140204MI 3 14CM4 2+1 3 14(2+14(.2+1 3 x O 64.000 t+02+1+C2+1 3.1+02+1+C2+1 3 122+14(2+1 3 14(0/+(20 3 1+C2N+CMt 3 1+03+1+C8+1 8 2+(3+1+(3+1 3 AN CHOR QUANTITY PER JAMB SUN 1+C2+1+C2+1 3 1+02+1402. 3 1+02+1402+1 3 f+02+i+C2+1 3 1+C2+122+1 8 14C8+14CS+1 S 83.000 14C2+•1+C2+1 3 1+MI+Ca+1 8 14C2+14C2+1 3 14CS+t+C3+1 3 t+C2+1+C2+1 3 14CS+14C8+1 3 HFADAP S-00FMiANCHORS ETES A CLUSTER E MEETING R N30R8 CENTERED OB.00Ox�.aT6 1+0.+7+22+1 Z 14Cd+14t2+t 2 1+22+14(2+1 2 1422214(241 2 1+(2+1+0.+1 2 140.+1+22+1 2 ON Egq.I FAEET04O RAn.Plus(1) 48.000 122+1+CZ+1 3 122+1+2+1 3 140.+122+1 3.1+02+14GMM S 1+(2+14(2+1 8 1+02+1 3 ANCHOR AT EACH OPERABLE VENT 00.8 1+C2+14C2+1 3 /+C2 1+C2+1 3 t+C24f4C2+t3 14MI+02+1 3 1222140.+1 3 1+030+03+1 3 PLUS(1)ANC HCNi3 AT FO(ED sECToV. 04AM 140241+t2+t 3 i+0904Mi 3 1+02+12020 3 i+C2+t+02+1 3 1+0.+140.+1 3 14(7+12:3+ S (8)ANCFOS TOTAL AT HEAD AND SILLSIL000 1402+1+C2+/ 3 1+22+1442+1 3 14MOC2+1 S 1+03+2+03+1 3.i402+1+0+1 3 1+C3+1+C3+1 8 83A00 14(2+1+22+1 3 1+C1+14C2+1 3 74C304CSK 3 1+08}1 OO 3 1+(2+1+(2+1 310M+140+1 8 {3'MN.O.C.ANCHOR SPAgNO) 74.MOx 86.376 14C2+1+C2+1 2 1+2+1+0.+1 2 120.+1+(2+1 2 1+0.+1+0.+1 2 1+(2+1+(2+1 2 14C2+1+0t+t 2 25 314 MAX. 48.00014(12.+22+1 3 1+22+1+220 8 14C2+1+C2+1 8 1+0.+1+0.+1 3 1+C2+i+C2+1 3 14CS+14C:8+1 3 --1 I---r MK 60.626 14Cd+120.41 3 140. 0. +14 +1 3 1K2+140D+1 S 122+1+2:2+1 3 1+02+122+1 3 1+22+f4C3+1 3 KOM 140.+1+0.+1140.+1+0.+13 1+0.+722+1 3 1+MI+t2+1 3 1422+140.+1 3 %C241422+1 3 140040 M 3 8'�' X x.0O X 00 1442+1+22+1 8 t+CZ+t422+1 3 1+(3+24(3+1 3 1+(3+14(321 3 24(2+140. CS+ +1 3 1403+141 3 PRODUCTRRYffi6D 1+ SLUM 1+22+1+22+1 8 (2+1+(2+1 3 i+C324C3+1 3 1+C3+1+C341 3 1+0.+122+2 3 14C S+14CS+1 3MTGL 64.=x38.378 140.+1+0.+1 21140+1+0+1 2 1+02+1442+1 2 1+(2+1+42+1 3 1+C2N4CZat 2 1+22+1+(2+1 2 EXXARAPLE CLUSTER W/QTY.OF(3)ANCHORS PLL'L' 48.000 1442+1+0.+1 31+22+1+12+1 3 7+0.+122+1 9 1+(2+1+212+1 3 14(2+1+0.+1 3 12X321+tXi+1 8 l�v�u 6tLSM 1+42+1+22+1 0.4 3 14122+1 S 14CZ+1+C2+1 9 1+C2+t+C2+1 S 1422+1442+1 3 142241405+1 3 (SHOWN IN TABLE KEY ABOVE) � 04.000 140.+140.+1 3 140.+1+0.+1 3 1422+1422+1 S 14Ca+1+C3+1 S 1+C2+HC2+1 8 1+03+1+Ml a ` SCADO 1+22+1+22+1 3 %CM4Mi 3 14C3+t+C3+1 3 1+03+1+03+1 4 i+C3+1+C3+1 3 14C3+1+03+1 3 25MAX S&M 1+03+1+C2+1 3 1+(2+1+22+1 3 4+CS+1403+1 3 1403+1+03+1 41+(5+94(321 3 93202+7+(4+1 4 j 1--sl tttf liil2! 86.437x3&376 1402+1+22+1 2 140.+7+0.H 2 1+22+1402+1 2 1+MI+C*+1 3 1402+1+020 2 140.2122+1 2 4&0� 14C2+1+C2+f 3 1+22+1422+1 3 1+02+1+42+1 3 1+0.+1+0.+t 3 1+22+1422+1 3 1+C$+I+C8+1 a 9 X a X ��`>�a ..... o.Sffi 1+0.+14(2+1 3 1+G2+14(2+2 3 1+422+(2+1 3 2+(2+1422+1 3 34(2+1+02+1 3 14(3+1+233+1 3 T-t- 64.0001+02+1+01+1 3 1+22+1+C2+1 8 1ti2t1+CS+1 3 14C3+1+CS+1 S 14(2+1+22+1 3 14C3+1+C3+1 3 No.58705 so-GM 1+22+2+22+1 3 1+C2+14C2+1 a 1+C8+14CS+1 a 14C8+%C3+1 4 1+C3+1+C3+1 S 1+C4+1+C4+1 4 MrO'RAL.TYP' 63000 1+CS+1+03+1 3 1+C2+1+Cd+1 3 1403+1+(3+1 3 1+03►t+c3+1 4 1422+1+M+1 311+04+1+06+1141EXAWLE CLUSTER Wl QTY.OF(4)ANCHORS 7 &s amu; .rs saw VANlrml 2xA 7►®e . �s+xr ANChOMMMA XOX 113-1/9-! '�.�CSS' ltoRv...�`�C�, Aft 6"�ft1 0 or. m2xPfot ra6>� 48DFtN07E Patxpc 4 ,66aa, AL(Ndt.HO aNTACR ACT �Ai aiau"ir PE ....e.. FJL 2C fB 44 85 Id:T10 NTS 9 -?_It 4227-� F p"Um .. •. . . • . .. .. . mwmm TPA"61 NOTES: ES: GLASS TYPES A,8,G.H GLASS TYPES C, F- AAK L 1.ANCHOR TYPES: ANCHOR'iYPE 2,3, ai DOW 6•.COM 2,3• •2.COWL 1.cow 1-1ar ELCO TAPCONS 2-lar ELCO SS4 CRETE-FLEX 3-412 STEEL SCREW(05) &S(SSTRA'1E • • 8 g�' � LAW-(lWA.KlWA) © FOR=TNa.ATx]NINTHE WCABOVE 30 IS>CHR 8ST i`,�1-ry� ' is a 5.5118 LAAN-(lAr A,�d iff HS) FT.CSB TYPES e-L SHALL HAWA y ari aC q! wf w! wi C.SNS"LAAO-(TAP HS..�0 W HSI TEAS La GLASS CAP.BOTH THE DP AND 37.000 x 35375 1 M.2+1 2 1 +132+1 2 1►C.2+1 2 1+G2*i 2 1+Cd+1 a O.me"LAAN-(3nfr A�o Mr A) ANCHOR QUANTITY REhWN UNCHANGED E.7hr LAGS-(3MrA..�XW HS) 48.000 1.4)2+1 3 +C201 Si 4 +132+1 1+0.1+1 3 1+132+1 3 F.ThrLAMI-(3fWHS..090.XWHS) 5Q825 1+132+1 3 1+CT++1 +6 1 9 +131+1 3 1+t�+1 3 1+C2+1 3 0 raverLAIA IG-1ArOR3MrA([+BN.),�rre-R3T ,WfirLAN-(iffAAW,IWA) H 13hr LAMA Ki-1/r OR 3hrA(MM.L Shr CR 318'SPACE,Shr LAW-(118"A AZA,7AT HS) 54.00 1+{:2+•1 3 4+ rl •3 #W+= i+C2+i 3 1+C2+1 3 L 13Mr LAN Ki-118'OR 3N8"A(I MLi 5MV 023W SPA(X OW LAN-(1B"HS.AW,W HS) 8A000 14132+1 3 1+132.9 3 1+03+1 3 1+01+1 3 1K:Z♦9 3 1+C3M 3 J 7301rLAW IG-11rOR317&'A(M0'L 3hrORTarSPACE,ThrLAN-MrA,AK3hrA) K 13MrLAAO10-1ArOR&firA(IKN MrORIWSPACE,7ftrLAN-(3hrA.A,MrHS) 63 000 1+C2+1 3 1+02+1 3 I+C30 3 1+131+1 3 1+02+1 3 i+C3+1 3 L 1311r L4W IO-LAY OR 3J18"A(MKL 3Hrdt I SPPMF.Thr L4W-(3Mr HB.OM 3"r FS) 45000 x 38.373 1+C2+1 2 i+C2+1 2 1+C2+1 2 1+C2+1 2 1+12+1 2 1•+C2+1 2 &WINDOW�� 8ARE PER NT TAS AND BASW ON THE FOUJOW uX3 45000 i+C2+1 3 1+02+1 3 1+C�2+1 3 1+C1+1 3 1+02+1 3 1+C2+1 3 OMN IONS.FOR vWMM SM NOT SHOWN,GOTO NEXT LARGERY IN IN TABLE. M60 1+1:2+1 3 1+C 2+'1 3 1+03+1 3 1+11+1 3 1+C 2+1 3 1+133+1 3 HEAD&SILL:10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 14C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+11+1 3 1+C3+1 3 183W MAX FROM cam. 80.000 14433+1 3 1+C:2+1 3 1+C3+1 3 1+C3+i 3 1+{:1«1 3 1+133+1 3 : W FROM CORS AID 2212°MAX O.C. 83.00 1+133+1 3 1+02+1 3 1+C3+1 3 1+C3+1 3 i+C2+1 3 14C3+1 3 TABLE KEY. O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+0.2+1 2 1+C2+1 2 1+C1+1 2 i+C2+1 2 2,�2 3 OLIANTITY PER,y� 45000 1+C2+1 3 1+C2+1 3 14C3+1 3 1+12+1 3 1+C2+1 3 1+Ci•+1 3 50.823 1+(:2++1 3 1+C2+1 3 1+03+1 3 1+C2+•1 3 1+132+1 3 1+C3+1 3 Hyo o• S %l CUIBTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1403+1 3 1+03+1 3 1+4;2+1 3 14C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1402+1 3 1+C3+1 3 1403+1 4 1+11+1 3 1403+1 3 PLUS(2)ANCHORS ATOPERABLE S&M 1+C3+1 4 1+C3+1 3 1+04+1 3 1+C 3+1 4 1+C3+1 3 1404+1 3 �AND R S� m TOTALATHEADANOSILL. 60.0W x 38.375 1.4:2+1 3 1+C2+•1 2 2+C2+2 2 1+C2+1 3 1•+C2+1 2 2+:2+2 2 45000 1+x+1 3 1•+432+1 3 2403+2 3 i+C2+1 3 1•+t2+1 3 2+133+2 3 (3 Ami o.C.ADK SPAgNG) 55825 1+C3+1 3 1402+1 3 2+C3+2 3 1+C3+1 3 i+C2+1 3 2+03+2 3 SCOW 1+C3+1 4 1+2+1 3 2+C3+2 3 1403+1 4 1+:2+1 3 2403+2 3 1 �8 —«•I +—W MK 60.600 1+133+1 4 14133+1 3 2+134+2 4 1+03+1 4 14433+1 3 2+134+2 4 r REF. 83.000 1+133+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 140#1 3 2404+2 4 x O 66.060x 38375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+132+1 2 24(2+2 3 RAIL •ft '�ppqc� 45000 2+02+2 4 1+C 2+1 3 2+C;3+2 3 2+131+2 4 i4C2+1 3 2+C3+2 3 CL Aac t -0 rlp8! 60.625 2+C3+2 4 1+02++1 3 2+03+2 3 2+C3+2 4 1+02+1 3 2+03+2 3 Q(AAAP(S OUSTER AB QTY.OF(3)APICHORS 54.000 24133+2 4 1402+1 3 24Ci+2 4 24C3+2 4 1+(2+1 3 2+C3+2 4 {SHOWPI IM TABLE KEY ABOVE) F, 60 00 2403+2 4 1•+C3+1 3 2+04+2 4 2+03+2 4 1+0 3+1 3 2+0442 4 83000 1+133+1 4 1+133+1 3 2+134+2 4 24133+2 4 1+03+1 3 2+134+2 4 8 Sar MAIC 74.000 x 38375 24132+2 3 2+132+•2 2 2+C2+2 3 240.2•+2 3 2+0;2+2 2 2+0+2 3 � �h—��N� 45(100 2+03+2 4 2+C2+2 3 2+03+2 4 2403+2 4 2+02+2 3 2+C3+2 4 9, Q � LYNPJ X �t4 •........ 1( i 80.823 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C 2+2 3 2+133+2 4 T" — •` v T �r 54.000 2+03+2 4 2+133+2 3 2+134+2 4 2+1331 2 4 2+133+2 3 2404+2 4 MTM RIS ,Y G87o5 'x 80.000 2+03+2 4 1+03+1 3 2+04+2 4 2+03+2 5 2+03+2 3 2+04+2 4 63.000 2+133+2 4 1+03+1 3 2404+2 4 2+04+2 5 1 2+03+2 4 12+134+2 5 EXAMPLE CLUSTER W1 QTY.OF(4),ANCHORS PAM am immobw W4W F ADQAVWVW&1i:iD' SPACM OXAND XO r B A� TNBSNfIL°T KVENMFLSMn6Yr' 1Jt 8ti9 Y!! O fA6M+meE fEA4'J�v 49CFTA a•..eoe a ..w +*e A L4"'P8. FK L,L B w0 roam Mffi r0 d 91 4127-r0 F P�saev� I aw MIN.EA.TYP. NOTES: 2x WOOD BUCK 1.FOR CONCRETE APPLICATIONS IN MIAMI4)ADE COtNM.USE ONLY MIAMI-RADE OMM APPROVED 1/4 ELC.O MIN.3.4 KSI 1"MIN.EVAE •NOW% 9 3AT" TAPc NH8 EMJ#DED 13w MIN.OR tw 884 C9ETE-FLEX EMBEDED 1314•MIN..MlPIum DISTANCE FROM CONCRETE `i i • •0 • • • MIN. ANCHOR TO CONCRETE EDGE E 1314". FLATHEAD ANCHORS MUST SS 412 TRMFIT HEAD. 1x WOOD ' "! 1 1 e • 2.FORWOOD APPLICATIONSMt MIAMI-RADE COUNTY.U&E 412 STEEL AVMS(GOOK 114"SS4 CIETE-FLEX WITH BUCK t ••• $'12TRIMRT HEAD. MOTE 3 �� 3 WOOD t DEPICTED IN THE SECnONS ON THIS PAGE AS DARE BUCKS WHOSE TOTAL THICKNESS IS LESS • • • • • l� © TH AN 1 IJr. lXWOOD SUCKS ARE OPTIONAL.IF UNIT CAN BE METALLED DI EMY TO S�CONCRETE OR • • • • • MAX C MIJ.WOOD 8LICKS DEPICTED AS 2x ARE 11JY THICK OR GREATER.WrALLATION TO THE SUBSTRATE OF SHIM*00 • • • • • SHIM wooD BUGCS TOILE BY OTHERS ORAS BY AurH�TY HAVM AIR18DICTKIN. • • • • • •CONCRETE • •Aad • 4.fart ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MIIMIIM STRENGTH OF OD83-TS AID A MMA NOTE I DETAIL A•• • • NOTE 2 •Awl OF'W"THKX THE ALUMINUM STRUCTURAL.MEMBER SHALL SS OF AS12E TO PROVIDE FILL=3PORTTOTHE WINDOW FRAME SULAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS.THE ANUM SHALL SE A TYPICAL FLANGE FRAME HEAD SECTIONS 412 SHEET METAL SCREW WITH PULL.ENGAGEMElff INTO THE ALUMIIUM.E THESE CRITERIAARE MET.THE RESPECTIVE DESLL•IJ PRESSURES AND AN AGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1!4" S.MATERIALS.INCLUD=BUT NOT LIMITED TO STEEL.S(IEWB,THAT COME INTO CONTACT WITH OTHER MAX SLIMt., � U4•MAX SHIM }+- 9 9M'MIL DISSIMILAR MATERIALS SHALL MEET THE RANTS OF FLS 8[l U)M CODE. 1 (1bK81C MU)Oft PERNOCEIa-11r MIH EMINi KINCOAX�TE) WOODCONCRETE ANCHOR. ANCHOR t�NOTE 2NOTE 1 13M' aEDGE • °MIL E.D (HF.Ab&SILL DETAILS A.8.Cn D.G&H) TVP.2x WOOD BU1X WOOD SUCK,NOTE 3 SEE INTERIOR MIN EDGE DETAIL E DETAIL F (.aLAtB DETAILS E.F&0 TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR SIS"MIH. CONCRETE WOOD DETAIL H (HEAD) AWHOR. ANCHOR, NOTE 1 NOTE 2 11 NLN.x 21P2"NAI AT CORNERS AND S"QC, PRNDJCPRSVEW TYPICAL.DETAILS G.H&L I asomapbftwadwrArma U4" 114" nft3.O i MAX MAX �0 I SHIN SHIM 8� MIL EDGE BY 17043 ' NO 1 1N8N • � tllll! 13WMI +' 2-9/YMIL SEE NAILING �� (t.YmN-IT MML 3.4 KS!! E.D.TYP. +.I"y E �� ........ • �"0 MIN. DETAIL C BUCK DETAIL D 2-1Y1"MId.EMBED yr j r NOTE 3 DETAIL G( ILL) DETAIL I(JAMB) No.WMS TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 1='u? lS r , ��. ces arcane F GPnomum=AwwToAUAwcmUANCHORWEDETi4Ii3 .C.L Ell E ,4LUM.HOROWrAL Rte VI N/.NPACTJR D Ap( T188& T PO BQ7(iB28 e•reeit are ■e to b A.LY�raiER PR- Pic J.L am " ' %- Jat7M ! tf d 91 4127-10 F Pca BOA &%Off DARE COUNTY,FLORWA PRODUCT CONTROL SECTION MAGULATORYAMECONObUCUnOURCES(RER) 11905 SW-26 Shut Room= BOARD Am CODE AQMmTHA,TioxDrmw T(7%)315-2590 P(?86).315-2599 NOTICE OF ACC�"TAATCE(�{�A} www.miamld� cicvleconcracx PGT wusfiies,Ine. 107.0 7'echn+oloaDtIve, Nokomis,FL 34275 SCOPE: This NOA*is being-issued under the applic ble rules and regulatians governing, the use of constrwtion materials.The documentation submitted.has been mviewed and accepted by'Miami-Dade County RSR- Pmdttct Campt fou to be used in Miam i Da&County and other aress-where allowed by the Authority Having Jurisdiction(AFDC. This NOA shall-not be valid after the expiration date stated belaiv. The Miami Dade County.Product Control Section(in M anti-Dade County)andfor.the AW(in areas other than Miami-Dade County)reserve the right to have this product or•matwial tested for quality assurance purposes. If this product•vr material falls to perform in the accepted manner,the manufacturer will incur the expense of such testing and-the AH7 may immediately*revoke.modify,or suspend the use.of such product or material within their jurisdiction. RER reserves'the right to revoke this acceptance a Courcy Product Control Section that this.pmduct or r0 meet the requihrments bf the apinllcab e . g code.- This product Is approved• herein,.and has been designed to comply with the Florida uilding Code,Including the Velocity Hurricane Zone. I?ir3 :Series"SGD-770"Aluminum Sliding Glem Doors w 190°&1 APPROVAL DOC i I E, 02 Rev Cj,titled"Series 770 Alum. SGD-LM.Impad-, sheets•01 through 22 of 22,prepanad'by'mamifaehmex,dated 08/05/07 with the 3atest revised:an 01/30/15, signed-and.,se"-by Lynht !-Dade CoLuty Ptnduct Control Section Renewalstamp Wo Acceptance nun er Wtion date by the Miami- Dade County Product Control MISMZ IWACTI!A'1'Ilq . rga mad.Small Missile Ympact Resistant LAMMING: Eich•i shall a pexttreneut label with•the•manufhac ie or logo, city, swf,- • seAjes�and follasy ing stater Dade pproveda,unless otherwise meted • •••• 'MVW0 I of this 140A shall be-eonsi lwed aftr a.renewal application has been filed and there has been • ab change i -tie spplicablo building code negatively affecting the performance of-this•perbdUct. ..... f l of this NOA will occur after the expiration date or if tyre has been a revision or change in ft mape,aatll•or=nufactwe of the product or proces.Misuse of this NOA as an endorsement .... 'brftproft4,4k sales,advertising or..any other purposes shall autotnaticaily terminate this NOA.Failure • to canply w4aW section of this NOA shall'be cause for tertttinatirm&W:removal of NOA. • •••• .'AJf =Tlf1t2RNT: The NOA tiumber preceded by-the words Mimi-Dade +county, Florida, .and .:.... �p%%ved brthovV piraiion•datv.may'be-displayed'in advertising fiterature If my portion of tl►e�WOA is •449layed,then it shat(+e`dobe in•its entihv y. ' INSPECTION: A copy of this entire NOA 'shall be provided to the user by-the manufacturer or its distributors and."be available for inspection at the job site at the request•ofthe IInilding Official. This NOA revises and ranerys NDA No. .14-0123.10 arta consists-of these pa s dot e ' pages B-1,13-2 andF,3,as well em approval dommm4t auentioned'above. The submitted documentation was revietived'by Jaime D.Gatscon,F �a KOAWo..14-0128.11 . Eaplration pates Februtiry X7s X020 Approval hate: February 12,20k$ Page 1 PGT Industries.line. NonCE OF ACCLPTANCE: EVIDENCE SUBM1TM- A. DRAW.CNGS 1. Manufgdarces die drawings and'-seedons. (Submitted underpravlous.NOA No..14-012110) Z. Drawing No. PGT8130, titled `Series 770 Alum. SOD -- LM Impacts'; sheets O1 hough 22•of 22,prepared.by manufacturer,dated 09105/07 with the detest revised on. 011303115,signed and sealed by Lynn.Miller,P.E. B. TESTS 1. - Test reports on: 1)Air Infiltra#ion Test,per FBC,TAS.202 94 2)1JWOrm Static.Air pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 2,02-94 4)Large Missile Impact Test per FBC,TAS.-20.1-94 5)Cyclic-Wind pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,.aud'TAS-202--94 along With marked-up dmwmp and mtaliati+an diagram of alaramm Sliding Class Doors,.prepared by Fenestration Testing Laboratory.,Ine.,Test Report No.FTL-7554, dated 11/01113,signed and sealed by Marlin D;Bxlnson,P.E. (Sub miffed render previous NOA No.14-0123.10) 2. Test reports on: 1).Air h ltratiou Test,per FBC,TAS 202--94 2)UhM m Static Air Pressure Test,Loadingper FBC,TAS 202-94 3)dater 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)F()XCWEntry Test,per FBC2411.3:2.1,and TAS 202-94 along with marked-up drawings and installation diagram of ulmninum Sliding to lnc Test R its No.'s . .. Glass Doors,prepared by�FenestrataonTesting Labors Laboratory, �, epa • FTL_5q80_.R,.FTL_WO1-R-and Yn6--01315-R have been revised and reissued on •••• ••• :.41$9/09,all signed and sealed by-I dio Comales,P.E. •••••• .(Submit(ed under previous NOA No. 09-0826.10) ..... . . ...... ...... . .. ...... *:see* .... .. . . . Product Control ScOlcn Supervisor NOA Na 14-412&11 Expiration Date: February 17,7XQ Approval Date: February 11.)7015 E=1 • 1 P�HAWes�c. NOTICE OF ACCEPTAN'CE: LVIDENCE SUBMITTLD B. TESTS(CONtMED) 3. Ted repot on: 1)Air Infiltmdon Test,per FBC,TAS 202-94 2)Unifortu Static Aix Pressure Test,Loading per FBG,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4).Large h1issile Impact Test per FBC,TAS.20144 5) Cyclic Wind Pressure Loading per FBC.TAS 203-94 6)Forced 13ntry Test,1=FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram. of altuminum. Sliding elass Doors, prepared.by Fenestration Testing Laboratory, Inc., Test Reports No.'s PTL-M,FT1,-5993,P`rL-6036, FT"001,F'1'I•r-6014,TTI,--6015,FTL--6017, Fn,-6o230 FTIr6ouFTIr-60252 FTIM286. FTI -6031, F11,4033 and FTL--",all dated 08110/09,signed and sealed by Julio Gonzales,P.E. (Sukw!fed under prey ow NOA Na t?9LDM1 t) C. CALCULATIONS 1. Anchor verification calculations and structural analysls, noubMance to and complying with FBC 2010 and with OC 5�e VA&u (2014), prepared by manufacturer,dated 01/30/ 15,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALTT'Y A,SSURANCE 1. Miami Mde Department ofRegulat%T and Economic Resor(RER). E. MATERML-CRRTAICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.X.DuPtr mfDeNemours&.Co.,Inc. for their"DuPont ButaelteS P'VR Interlayer"dated 04/11/13,expiring on 12/11116. : .". 2. Notice of'Acceptaoce No.11-0624.02 issued to Ed.DuPont DeNemours&Co.,1nc. :6 0 0 0: ••• : .'Tor their"DuPont SeutryGlas@ Interlayer"dated 08125111,expiring on 01114117. 6666.. F. "nMMNTS 0:0000 6666 .:0.000. 666 1. .. Stateament letter of coi4bit anee to and complying with FBC P Edition(201,4),issued •Eby manaftctw.r,dated 12(17114,signed and sealed by•Lytm Miller,P.E. . 6 6400 • 6:0000 2.0'''-cement letter of cohformanco and complying with. FDC-2010, issued by :9000: •••mmufactum dated Qi124114,signed arid.sealed by Lynn Miller,P.E. . 00 0 0 0 .0.. ..:.YS'ubmhYed.under previous NOA No.14-0123.10) '0 '•'..' 3.. ..Statement letter of no financial intm=t,issued by mane =tune,dated 01/24114,signed •:9.9• 9.9 9 '•' and sealed by Lynn•Miller,P.E. ••••' (SabmhYed under prevlor4 NOA No. 14-0123.10) Prodwt Contrw.%rfion SS"Wvvi w NOA No.14-01213.11 RgAnfion Date: February 11,2M Appma2 Dates February 12,2025 E--2 PGT Ind In NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS jCON`X'MMD) 4. Laboratory compliance letter for Test Report No.FrL-7554,-issued.by Fenestration Testing Laboratory,Inc.,dated 11101/13,signed and sealed by Marlin A.Brinson,P.E. (SubmltYed mder preplous NOA Na 14.0123.10) 5. Proposal isswi by Product Control,date d.08/12113,signed by Jaime D.!Gascon,P.E. (SuhmfHed sruderpr viousAtOANo.1"123.10) 6. . Laboratory compliance letter for Test Reports No.'s FTL-5980-R,FT"001-R and PTL-601SA-reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and scaled by xulio Gonzales,F.E. (Submitted underprMousNOA No.09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s ITL-5980, I+TL--5993, M,-Q30,F7Ir60011 FTL40142 FTL 6015,I+'IT,6017t.-FT"023,F'I"024, I"P"025, M,6028, FTL-6031, F T"033 and FT"036, issued by Fenestration Testing Laboratory,.Inc., all dated 08110/09, signed and sealed by Julio Gonzales,E.E. (Subrnfited.urrder previaas NOA No. 09-L182.6.10). s. Pmgm* No.'s 09-01-77, dated 03/1.7 a 31109, 094177:x., dated 05/07/09, 094177B, dated 06/09/09 and 094177C, date. 11/18/09, all issued by Product Control,sigrued.by Ishaq Chanda,P.'E. (SubmiW ed under previous NOA No. 09-0826.10) i G. OTEWM 1. Notice of Acceptance Nd. 14-0123.10, isstued.to PGT'huhmtries, Ric. for their Series "SGD-770 Aluminum Sliding Glass Doors w/ Ivo Reinforcements", approved on 02/06/14 and expiring-on 021117/15. . . 0 j 0000 .. 0000.. . . 0000.. • 0000.. 0000.. V9990 699060 0000. 0 . 0.000. 0000. 0000 00000: • • 0000.. 0 0 0000 0000.. i 0000.. . .. 000000 • • • •• . .. 0000.. •000 . . 0000 Jaime D.Gas n Pa F. Product Control Sedlon 3upervbor. Expiration Date: February x'f,2620 Approval Date: February 12,7015 7�•—3 Y SERIES 770; IMPACT REq-"IT INib�.aaSS DOOR TABLEA Fwrw ift Edge Mir~ INCLUDING PLIC EfS•$1.9�°Z1$S° `'B IERS MM 9W 2M MQ m"WSPA"m l-wr Gimp Ar►clwr Sub"* Member Dletem rmftdmW GENERAL NOTES t 1wism U>baoml I-we 1}GLAZING TYPE OPTIONS:SSE TABLE E�Tt %ffi 1EET&•t;L AZ DETM.6 Ott:81•IEETS 4&6. Gmuted2�i -" 13/4 2 DESIGN PRESSURES: • • • • • • • • •• 2 114•l3sa4108.8. 1 i A.NEGATIVE DESIGN LOADS BASED ON�E ANQtBLASSTiABLEStASTM E1300CoWmexcmu.(Am o" B.POSITIVE DESIGN LOADS BASED ON TIgA bT PRfc F! 'ND tis T IES ASTM E1Sa0 P.T.Bouutem t 1398' 3)ANCHORAGE:THE 33.1?^STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS t14"Hao unfamt 3/8 PRODUCT. MATERIALS,INCLUDING BUT NOTLIMITED 70 STEEL SCREWS,THAT COME INTO CONTAF P T. 1 WITH OTHER DISSiMI.AR MATERIALS SHALT.WE-1 T4E RgQUI4MEtA,%OF INE CURRENT FLORIDA. 012,4"or41a akm3�uaa BUILDING R�NOTRRED `FFA5ss, KWAMW* NF— GMT 4)SHUTTERS REQUIRED RPEs A jffS,3 CASL% ? GM GM AM Or.33A Heaftiviamb aw 6)INSTALLATION-SCREWS.FRAME SPLICErb f"E tNdf'ANIL JOR�R �0•BE SEALED WITH NARROW JOINTSEALANT. tt4•Eta*tine 8.8. •u 6)REFERENCES:ELCO ULTRACON,CRElEFLEX AND AGGREGATOR NONS,ANSVAF&PA NDS FOR Oaade ,min.21u1 WOOD CONSTRUCTION AND ADM,ALUMINUM-DESIGN MANUAL. P.T.scuum no t" 1;31 7)THIS PRODUCT HAS BEEN DESIGNED'&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.I.SwAlom Pkro m2sm wtir m8 CURRENT FLO)ZIDA BUILDNO CODE.INCLUDING THE HIGH VELOCITY HURRICANE�ONE'(HVHZ). 4 �. 8k18�, 0 8)DOOR SIZES MUST SE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT? 6111L tt Uuset") StoK 3w oar FLORIDA BUILDING.CODE,A*APPLICABLE. LLJ edsmAmer.ar sr TEST REPORTS:FTI-SM.FTL-5W3,FTL-8001.FTL-.W4,FTL-9016,FTL-1017,FTL4e722,FTL-OM, •MIN.-OF;THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FrL.8024,FTL-6026,FT'L-8028,PTL-8031,FTL-8033,FTL-8039 AND FTL 7564 STAMTHAND THICKNgS$REQUIREMENTS'PER CURRENT FLORIDA BUILDING CODE AND 70 BE IiEAmw BY THEAUTHORrrY'HAVNG JURISDICTION. '"P-HOOK INSTALLATION REQUIRES 2.6W MN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS N MAMI-DADE COUNTY,USE ONLY MIAMI-DADOCOONTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REG" REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTEp AS 1X ARE LESS THAN 1-1W THICK.PROPERLY SECURED.1X WOOD ARE OPTIONAL IF UNIT is INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE'1-112°THICK OR GWATER.1X AND 2X BUCKS SH RESPONSE rrY•OF4THE ENGINr;ER QR•ARCHITECT OTO AF RECORD'&TO BE*REVISFER LOADS TO THE STRUCTURE..THE'BU LD1 0 O ICTAL.INSTALLATION 1S THE � NONFIGS».......:1 4)METAL SUBSTRATE TO MEET.MN.STRENGTH AND THIOI(NESS REQUIREMENTS PER CURRENT=BUILDING CODE AND TO EXAMS�NFIE#5..........2� BE REVIEWED BY THE AUTHORITY HAYNGJURISOICIM. ANCHOR DETAILS.....». 6.1 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIALIA.NOT REQUIRED.IF'USED.- �� NO IE'1ALLIC GROUT, ANCHORAGE...............«...8.14 MAX.114-THICK&3410 PSI MN.,(DONE BY OTHERS)MUST FULLY;SUPPORT THIS ENTIRE LENGTH OFT ILL THAT IS NOT TIGHT DESIGNPRESSURES.»..-12- 14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30# T PAPER.OR MASTIC IS INSTALL DETAILS........—18,,18 16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE.OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVATIONS.--.— PANEL./.SILL 1`Yt:'ff8„.,.....17 TABLE 6.SEE'DETAILS.ON SHEETS 4&S CROSS SECTIONS...,........18,19 PARTS UST._..... .... ..20 8faaa b twa uod w*o from Extsriorto kderiar] EXTRUSIONS..............»..21,22 Two 03 7118"Loftted M Lbs olvi "s of et xltlt-ow PVB PROiDUQE'k» 09 91wLmkmte&M Lan ofU4••Hammw5h ow Pys W114w moa p�4teoPtartda 04 7/i8'Lemklsted Loss of311�HB Oras wuh.09C 80 pESIGN PAE88L1R8 RATINti uY1PA0T RATGaO p G4A 9118 Uamiaate� L0.ea of 114'HS Okras ipuk.09C SG EifiE TABLES 1,2&30N RATtlu RORLAROE&8MAu. �2t'? p 05 4•Lemkmhd LGs3118 TExteM +WAIT +7118•LIMIMMUtes�91t8•HS flkee wlth GBG'PYB SHF.M 6.7&8 I M A IMPACT REBWANN v G5A to Landnated to. .iN•T Elt�for +8H8 Atr8 +7118 LemLmled; Liss ot311@'Hs cavdfh Pv8 kd t1 Ile O.1h6 Ge Ila Leadpatied LCL,3ftr TEa1Mat +3W Atr +7118' Luea of 3119'HS Okun wuh.t19C 80 GLAZlNO•NOTES: % pN.L"m Qj .Iii� GOA l”Lsadaatod LW 1W TSutedor +8118 AIr 8 +7118'Lap VMW U to of 9118 HS Mm MAW 80 "ANN-=ANNEALED �� '��:•'. EN '•4i�p W 7118•L.emkadad JR Lues of 3tW ANN casae wm ow GG 4W m HFATSTRENGTHENED GTA 9t18 LemBmted O LMS of IW ANN m wAh ABC 88 kk or TEMPERED TNo.58705 •' G8 t•LantMW UO:9118 TFiledor +318 Afr 8 +7118 Liles of3118ANN Mm WM.W 80 r "PVB"o DUPONT.090'BUTACITE PVB 09A t"Lstnkuitod ci.:ur TExltd� +8118 Air :7118• L9es ot3t18•ANN cuss with.08C 80 r "SG"=DUPONT.090"SBNTRYGLASnwavfl 110STA fl OF '�Ad ]saw a" lomwsENEs 770AU 8190-Ina maRacr 7o�vA4 E,,•�' (Wl}IBG1A00 tt'�t( imam ormoift R"c A LYS!NRLER RE 1Dow { tT.tN!Ai/11L 9 8GAo NM 1 d 22 Pf3M30 PF.tlBWlS EXAMPLE CONFIGURATIO • • • • • • • • • CONFI4URATIONS:NO.TES: 4)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS • • •.• • • • • •.• POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNf WIDTH LOCATIONS USING DETAIL'JW,"Jo.'100 OR 9W INSTALLATION. EXAMPLE 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH .• • •i ** NOM.i'�NEI:I&TH i PSP,PXXXXOR=O(P.O)0C(IN POCKETCONFIGURATION PER TABLES 1-3 ' ; • •PEI=TAUMP 1.3 CAN 13E OMP. ~'• •i• .ifikk 0:0 • - 1 2)90.8138'CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT / • i • •• •.•Ma NIT / / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. HEI(GNYI / • • . • • HT PER TABLES 13 / • i i i.• i PER TABLE81.3 j E "X°m OPERABLE PANEL, • • . • • :0 1 "O°m INOPERABLE PANEL, f• • • • .• •• _ "P'm POCKET T r C I F�DETAILLETTER a -PANFl r 2-PAN "w" WOW ET METALINSTALLATION LATALLATK?N "e-CONCRETE INSTALLATION CONFIGURATIONS CONFIGURA IONS L—SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH m NOM.PANEL WIDTH-r NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT m DOOR UNIT HEIGHT-10.125" PER TABLES 1-3fF PER TABLES 1-3 PANEL HEIGHT mm DOOR UNIT HEIGHT-1.888" dam MAX.UNIT MAX.UNIT HEIGHT HEIGHT LJ PER TABLES 13 / / _#� TAB13 U / / / Roomy I�C LES / ,ter j 3-PANEL CONFIGURATIONS j 4-PANEL CONFIGURATIONS MAX.UNIT W M --- MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH MZAM PER TABLES 13 PER TABLES 1.3 qv MAX.UNIT kMyAnN• "' SEE MAX.UNIT � I .� HEIGHT � /HEIGHT vigcwxuF- MIAW PERTABLES 9-3 / / / / i TABLES 1-3 /PER WWest TD le 5-PANEL.CONFIGURATIONS �^ ''�: No.56705 CORNER,TYP. (OUTSIDE CONFINER SHOWN, = INSIDE CORNER SIMILAR)MUM Nw—Now T ` lom rocoor EXAMPLE CONFIGURA77ON3mmw ntvex�w.saua 'i S �� tsar r�o SERIES 770 ALUM.SGD-LM IMPACT' '`;iSjQ MUM A.nnvrieluu ,P.1:. ,p;.• caatr.ag�utn/a�raoa 8c�trr7tl At73 2 '(22PGFTthl3o pES567G5 EXAMPLE CONFIGURATI011^a': �•o 0 9 0 coNFIGURAT10NSNOT • • •.• Nl�i�YIDTH" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS • • • HERRHT 7/8' POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-W Q 12V HEIGHT LOCATIONS USM©DETAIL°Jle.`JC","KVr OR 1W INSTALLATION. NOW PANEL WIDTH • • ••• • ••• EXAMPLE:4-PANEL XXXX M POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 • • • •• • •• • p=ft OOR)D=P.OXXX M POCKET CONFIGURATION CAN BEXXX —Jar----; • •• 2)900&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT / OF ANY 2 STRAIGHT CONFI3UFRATION& HEIGHT, i 98"OR 120" • • • • •' 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. � • •. • •� • •, / I "X° OPERABLE PANEL, !� •• • • • • • • / POGte7 OO"=�INOOPERRABLE PANEL, • Mp OC( 6-PANEL CONFIGURATIONS 's DETAIL LETTER 1 W m WOOD OR METAL INSTALLATION --- MAX.UNCI WIDTH CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1,9 dam gh 11h 11h aw DLO WIDTH=NOM.PANEL WIDTH-7° i DLO HEIG14T m DOOR UNIT HEIGHT-10.12.5° MAX.GUT i PANEL HEIGHT DOOR UNIT HEIGHT-1J888 HT h PER TABLES 13 h h 7-PANEL TIONS r MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 mp Ek d2A dA 6m 62 - Fiavlda MAX.UNIT I uu- 1 SIGHT PER TABLES 1.3 / / / / / &PANEL CONFIGURATIONS •'- �' '•.' Na 58705 r v r ow EXAMPLECONFIdUImWoNB '.,'�`FS•.FloRti�?�•'�C��.�• te�i>•�,saQ SERIES 770 ALUM.SOD-LM IMPACTHUT .IR ah1Wf4 CEkr:CFAUt1LA�67oe 1190 0 n S d Z2 POT0730 x A L P E • GLAZING DETAILS G3 G3A•G4•G , v wow • • • • ••• 7ff8"NCm. ••• ••• •i ••i •i TM M. 1"MOM. • t • • • • • • •• 3118°HS GLASS 311B'HSGLASS i l i i i • i 3/i6 iGil'i68 ,090`_ • • ••• • •••fid 3118°H�GLAS8 ,090°PVB 3H8•HS GLASS 74 3118°IHS GLAD ; 74 318"AR SPACE 74 • • • • •• •• •• 3H8°IGLASS 82 • • • s • • • • 2 I !_ "044 ••• •.• •. 3}4°NOM. 3/4°NOM. a B`� S GLASS a 711.6"LAMINATED GLASS,TYPE G3 71160 LAMINATED GLASS,TVPIr t3.4 1"LAMINATED I.G.GLASS,TYPE G5 _ I I 9118°NOM. 9118°NOM. 1°NOM. 114°HS GLASS 114"HS GLASS 3118" G .090°_ flair pr1S 090" G 3W 114° O GLASS (314PNOM. 114°HS GLASS 74 8H8°AIR SPACE 74 114°T GLASS 82 82 83 °NOM. 314°NOM. a WE MOM GLASS �.. BITE 81 e1 a 79 -• 84 b4 � �arlaeeFlmide � �. 9116°LAMINATED GLASS,TYPE G3A 9/16°LAMINATED GLASS E G4A 1°LAMINATED I.G.GLASS,TYPE GBA i� G/�L�AyZ�pI 0 N�O,�TE��S:�+,� ``� ��Y../4;Y�NtNi�� .yZ `AN Q ANNEALED I 1� i'•'W�FWYsti'•:"r 'I °HS°=HEAT SMNGTHENED "T°o�nTEMpFQge *' No.58705 ,-vp •DUPONT.090"9UTACiITE PVS °SG°=DUPONT 990°SENTRYGIAS o„afs•rc - now aft Maw m7oTE0lBoL0oromm GL 42INIG DETAILS �0,�;'•. AFT F �!l/, ,1,,�,� SMES:T70AL,UM.SQD-LM IMPACT , � , N1 4 ` c oF,amL�ezea 8r�ni7o NT3 4 a 22 Pt)T0130 �49' e GLAZING DETAILS(G6, SKIM, GtfL 6b-NG4A 1"N0n4• • • 066 • •NIW NOM. 1"NOM. 3418° GLASS : : •: • •: .: • 3TA8° C3LASS ir ANN 3118"1a As ••• •• •i• ••• •i• •re90°$a 3118°ANN O 3W AIR SPACE7q 2R8"M GLASS 74 318°AIR SPACE 74 3118°T GLASS 3M8'T GLASS • • 000 •••• •••• gg • • 83 • • • • •• 00 • S/°NOM. ' • •��NO i i ••yo-f•• %ASS 68 GLASS r.Nor fir' SITE um SITE 88 1 78 78 1"LAMINATED I.G.GLASS,TYPE 00 7116"LAMINATED GLASS,TYPE-GT 1"LAM HY TED I.G.GLASS,TYNE G8 InNOM. 9116°NOM 1"NOM. 3M8'HS GLASS 318°n .W 114'ANN GLASS-"3118°FIS •�°Sa 3118'G118°AIR SPACE 14 1140�1 GLASS y4 818° 74114'T GLASS 1 114'T0283 3140 NOM. 3as &NOM. 3/4°NOM. GLASS � BRE GLASS OXTR,�R ' BITE `vim 01 ' 7A I gq 78 LT�NBVVOD as �. ge 1"LAMINATED I.G.GLASS,TYPE G6A 8/16"LAMINATED GLASS,TYKE G7A 1"LAMINATED I.G.GLASS,TYPE GSA ' GWJNG NOTES "ANW=ANNEALED "HW �;:'jaCENSE• • .p ri�i HS°=HEAT STRENGTHENED ; 'T•=TEMPERED No.50705 ~ TW a DUPONT XV BUTACITE PVB - "SG°=DUPONT A90"SENTRYGLAS TT Imw lam f9T07Ed1lNOLOGIYVRM GWING•DETAIL3mvem ,, �t�'' FiorttQP.••'��`•• w�, 1an4so feona4 ox SERIES 770ALUHL SGD-W IMPACT a Lig duN e JR IMOI14 Q8RI OFMJit�NY�9 $G -M NTS s s 22 PG? 818 p4pum TABLE 1: i • i i i•i i • i i TABLE 1A: _ Design Pressure(DP)and Anchor Germ sRlpuired, aff-approved Sql"eightto Max.(+)DP - aon�urOtiorA on Sheets 2&3) maximum be for aQ size :+801.80 tiler Hattan Rmbw For oom�&ettagel w0otsge an Or or 1354 comer ladle,see shad 11 (MeY be Qmlted by Table wNar Hoght • • Door n (Flat oreax,sss (+} " 7bbte eppllee to{class • • • • Shed Pressure,Pd Typal 3,3A,4,W,T,TA.S • .vw • • FMta •1- sae note &8A and the Sate types sto n below. lfttff Mwwarcup Anchorgroup Artalar -2.'ff +4887 1 1 2 t t 2 3 4 1 2 3 4 Madism- 1f4!' +no C01 + 1 +60.0 24° OLD ' Jamb a 0 8 • Ii 8. 8 8 8 8 SEE NOTES 14 P-hook 8+7 8+7• alis 8• 7+ • 7+8 +8 7+8 7+•8; 7+8 7+8 7•t;8 718 7+6 91 C0.1 t + + cT+T 1 C4+1 04+ 1 ° 2y Jamb 8 • • •• aZ7+ 7+ 8 8 B 8 P 8+ 8+7 8tT 8+7 T+8 7+8 7+ 7+8 7+8 7+8 T+8 _7_+_W_ +8 7+8 HesM 1 C4+ +1 C4+1 C4+1 1 +1 C4+1 Cot 1 C4+1 C4+ CL 38° rco 8 8 8 8 8 8 8 8 8 B 8+7 7 T 0+I'7 7+8 T+8 7+8 7+ +8 7+6 7+6 +1 C4+ C4+1 +1 04+1 C4+1 04+1 C4 C4+1' 1 + OHLENGTH 42" DLO 8 8 8 8 a 8 8 8 8 8 8 8 B 8 O P-Imok 8+7 8+7 8+7 8+7 7+ ' •;e 7+ 7r8 7+8 7+8 +8 41° C4+2 2 C4+2 +2 C4+2 + 2 C4+2 C4+2 C4+2 2. ON RATIO 31 48° OLD 8. B 8 8 8 8 8 8 8 A I 8 I B 8 O P-hook T T ¢+•7 e+ 7+8 T+8 ?+8 7+8 +8. 7+t1 7+B 7+8 .+8 • jam• FOR EXAMPLE ON USING TABLE,SIS=SHEET 7. ON RATIO m ON LENGTH ON HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 34/4°SILL 2)WHEN USING THE 2112°SILL.POSITIVE WATER OP IS 46.87 PSF MAX.WHEN USING THE M/4°SILL,POSITIVE WATER DA IS 60.0 PSF MAX.WHEN USING THE 40 SILL,POSITIVE WATER UP IS 80.0 PSF MAX(NEGATIVE PRESSUFFS UNCHANGW�SEE OLD WIDTH• TABLE 1A. t NOM.PANE.WIDTH-7° 3)4",-,JW AND 2-112°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 14/2°qU IS NOT AND MUST ONLY 13E USED WMRE WAXER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURE¢SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.128° ADJACENT DIAGRAM;THIS CONDITION IS NOT RATED FOR.WAT.ER INFILTRATION. i 4)SEE SHEETS 10-t4 FOR ANCHORAGE SPACQdO,EDGE DI&TANCE.AND EMOEDMENT INFORMAT104. PANEL HEIGHT= 6)DOOR SIZE TO COMPLY WITH CURRENT FBG EGRESS FtSWREMEiNTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.868" 8)JAMB ANCHOR$ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTA4EED. Interlock N-h�k Lackstlle 0 Jamb 185'A*agal Locl�le 0 Strafghpuft tragal St ifttAstragal AssLodmftO � a em* 90-Astragal 135''Asb',gal PRODWrROOMM Standardst8es Standardstge StandardSttle Stattd.4oft StendardStge H utywe HoW-dutyStile Heatf4*SWe Reavy-dutyStlie Sf Td.Ashegal ft Ou Cama- 0utslda un AeapuroaHo t Instde �� ,,Mq rrr Inslde�Comar'I 1 LXlr Corner OUffilt� �� '�`.•Vc[?W4--• p rri� part><61($tga} �Pertmer 961(Sttle) •'• Part UW(x2} Part 96o Par!fl60 Part d6Q(Sim) part 860 Part 8118{Corner Part F1118{out) Patty 931&832 Part 061 No.687()spart N67(Astregdl} Remover} Part 9120{In} (Cam.&Fxd Mount} MOM owapfae % ATE siawrms�eraioorannra DPAIVDANCHORAt %a' :' low w—z0ow— te�iJ +� SERIES 770ALUU SGD-LM IMPACT �'r•;�3f ,,4 i��.�`• a.o. aft A.I.YCiN6111QP.E. JR 1tifJtdtJ4 GEtRG OFAtJTlt1C ama-710 IS 0 d 22 PQ7'0130 P.EJl�708 TABLE 2i • i i . i•i i • i i Design Pres (D AW Quitillbirad,(for all approved aoM%undlons on Sheets 2&3) Mw tmum DP for sI sizes:4801.40 - Fw am aetrayel mpe an 0 0r 195'Dane w ts,asasbo 11 #ANY be 8adtad b7 TWO 2A) TableapybO40 toss TAM aft �bwd1 4,4A,0.0&T.7A. 8&8A or 11c 12V end 8w 88fs 1A1ftW types shown betaw. r • • u i 2 3 4 1 Z 1 8 4 1 24- � jamb 8 8 8 8 8 6 8 8 8 10 0 1 0 t0 10 10 10 8+ T +8 48 740 7+8 7+H +8 7+ 8+9 8+0 8+9 +9 10 8+ 0 + 9+0 1 1104+11C01 1 OA+ + 04+1 1 ♦1 1 +1 C4+1 + C4+ 1 04 + + + 30` C&O 8 8 8 8 8. 1 0 0 10 0 10 10 6+7 6+7 8* 48 +8 7+8 7+ + + +8 +8 8+0 8+0 B+Q 0 70 8+10fl Q+10 H+ B +1 + t C4W1 A4+ CAM C4+1 +1 04+1 1 M 1 1 t 1 N C4+1 C44 1 04+ 3r D O Amb 8 8 8 8 •0 10 90 i0 10 0 10 T 8+ 8+? @+ + 7 T +8 +8 T+8 7+8 +8 " 8►tl 8 .8+0 + + 0+10 Q+ 0 0 9+10 ARWC4+1 C4+ +• 1 . .1 104+1 04+1 C4+1 1 C4+1 C4+1 + C4+ 04+ 1 + 08+1 C8+1 . OW,cul 05+1 4T WHO 8 8 8 8 8 @ a @ @ 0 10 10 10 10 10 t0 Plamx 6+ 8+ 7+ -+ + 7+8 +6 +8 7+8 ' 48 8+Q 8+9 8+ • 8+Q W 0+10 8+10 8+1 Q+ 0+ wx H98011 04+2 + C4+2 +2 04+2 04+2 C4+2 a 2 04+2 C4+2 04+2 2 Z G4+2 NWM2 04+a 06+2 a C5+2 C8+2 Cs+a Mit o5+z Ar 8 8 8 0 8 8 8 0 @ 8 10 Q lo I id rJ11710 101 10 16 @+7 8+7 6+7 BN +8 +8 7+8 7+8 +8 7 7+ + t8 7+8 S+Q 8+9 +0 8+0 9+1012+10 57070-1900 8+10 8+t 9+0 OR C4t2 2 + 294+2 C4+2 2 2 04+2 Z Be DI -rJamb 9.. 8tACA-2 8 8 8 8 8 8 eta 7 T 7+8 7+0 *0 +8 +H Not available in these sizes HaadN3ID M. C4+2 G+2 04+a C4+2 C4+2 a 04+2 G+2 2 C8+2 80 8 8 8 8 8 H 8 8 8 P 8+T 0+7 7+8 +8 +8 7+8 +8 +8 7 +8 NOTES: 0 s EXAMPLE ON SHEET 0 Iaa WIDTtI a 1)POSITiVE.PRESBU,IRES IN TABLE 2 ARE BASED ON THE USE OF THE 3.114°SILL. ~`'~� NOM.PANEL WIDTH-7° 2)WHEN USING THF21/r SILL,POSITIVE WATER DP IS 48A7 PSF MAX.WHEN USING THE 3.114°SILL, POSITIVE WATER DP iS 80.0 PSF MAX..WHEN USING THE 4"SILL,POSITIVE WATER DP IS 00.0 PSF K*X 8111 Hsightto Mom(4•)DP (NEGATIVE FRES.UNCHANGED).SEE TABLE 2A. i (aq�r fRelnO) OH LEI+�TH DLO = 3)4-,3-174-AND 2-IM SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112°; DOORR UUNrrFNIT HEIGHT-10.128° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 13 NOT REQUIRED.MAX t (+)Design POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY t�m'�•see Pleasure,pat � � OH RATIO s 1 PANEL HEIGHT= Elmet 17) DOOR UNIT HEIGHT-1888- AN QVERFf1WG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAAAk THIS CONDITION'dS Fkui -1.112" see p NOT RATED FOR WATER INFILTRATION. _ 4)SEE SHEETS 90-14 FORANCHORAQE SPACING,EDGE DISTANCEAND EMBEDMENT IdFORMATiON. +48.67 5)DOOR SIZE TO COMPLY WITH CUPAENT FSC EGRESS REQUI EMENTSWHEN REQUIRED. -3.9!" +1m.0 8)JAMB ANdi0R3 ARE SPECIFIED AS THE TOTAL QUANTITY,DMDH BY 2 FOR PAiRS TO BE + ON LENGTH INSTALLED. SEE NOTES 1.3 0H RATIO=ON HEIGHT E FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE SEE SHEETS21&22 FOR PART DIM HiV81ONS AND SHEETS 1S&10 FOR ASB LY DETAILS. Interlock P•hoek Lockstile lamb Straight Astragal ip Ash"of Lodstile 0 335•Astraga Lockstile® pltp {,ry B841tiVMliU Asse Straight Astragal 9WAstmiol 135-Astragal nsmmpi ogwl@+dwgOorida HeavytlutyStiles Heavy-dutyStile Heavy-dutyStle.. HealydLkly. ile Navy-duWStie Stle Heavy-duty$* HeaypduWShce Heavy-dutyStfle emb4owo 4,A Inside Stanclard Astm&WOutside Comer Outside Corner LYNN 41¢ hrsidecomer'11 Corner Outsidconw 'uCEIYu^F'�Wpf i Part N61 Mile) Part A81(Stlle) p giig{Out} Part 061(stag) - N0.s870s , Part 061(X2) Part NII Part Nfi1 fart w t�EaQ Part 881 Parc (Comer Part N120 tin.) (C m&FFxxd Mount) part#61 #61 y 4 RUMBA a" fiftm= uml> nu%rgrar DP,4NDANCHQIiAOE ;'�`�'•;kto�fl�,.:'�� u44arr�rrLarsrs ,.� �.�%S+�'1 •• ••. �C?,. SERIES 770A".SOD-!.M IMPACTON��A1.E�. A.LW 9"P£ dli• 10/1WfA OBRT.OPAt♦t1li as saorro At7S 7 -22 PGM130 PJ!8887tl6 TABIC • TABLE 3A: Design Pressure(UP)and Anchor Quantities Required,(far ail approved configumilone•on sheets 2k 3) Maxlmumvp shown below 811"sight to Max.(+)OP For comarestmo ambomgeon 80"Of 116`comer tuft,sea sheat 11 (NsY be Indtsd by I"3A)— (tArasar CrAihalibrr tee) hoar Unit NRiser M onto S.GA T.IA.to AA r)Hose 4.4A. OU or Box,an 1�reeamre,psi S.6A,T.7a, 83,st mud 9rs Sib wqwDIDWI-11w vi 0 shut 17) Astragal types abmsrr below. 1 2 4 2 3 2 4 2 3 4 2 4 FhS -1- Bee ICtd 3 tea-2 + 17° C4+ 04+1 "+1104+1104+1104+11 + 04+ 04+1 704+1 04+1 0441 +1 404+ t C4+1 1114+1 -3' DLO 4 8 8 8 8 8 a 0 8 8 10 10 10 0 10 10 +•900 P-0emk 6+7 8+7. 6+7 6+7 7 +8 7+a 7+8 7 7 7+8 +8 +8 7+9 +e +8 6F9 8 8+8 8� 8+ g SEE NOTES 1.3 JJeed J MOM •N•a20 0 + 141 0 001 Xr 21" Hsadr8m C4+1 04+1 Q!FF1 04+1 +1 C4+ 1 MM 1.4+1 64+1 C4+1 104+1 Or+1 1 04+1 C4+1 04+1 04+ 04+1 i 04+1 1 OLO ,pmb 8 8 8 8 8 8 e 8 8 8 10 to 1 0 10 10 P4wck tw e+7 0+7 6+7 7+8 +3 7+4 7+8 +8 7+ +a +8 7+e 7+2 7+8 6+8 8+ 8+$. $+8 8! Cosign Awe" +/-80.0 .+1 ps + a Pat Mr �' Hami/$m C4+1 ca+a C4+2 c4+1 caw 04+2 C4+2 c4+ ae► 2 1 C4+ C8+2 2 1 05+ ce+ 04+110441 i 12►+ too Jamb a s $ e a $ a e e a to a 10 10 10 io 0 To P40* 6+7 6+7 6►T a+ 7t8 7+$ 7+8 7+8 +6 7+ 7+9 7+8 7}8 8+8 a+0 8+8 8+9 648 8. 8+8 $t8 ° ' +/-tea 82 6 +"&00sf off LENGTH -�— �, 36" HGdtsm0.4+2104+2104+210412 2 06+2 cot C8F2 qs+a 2 C8+2 C6+a 2 2 2 C6+2 06+ 2 ULO jamb 8 8 8 8 86 e I 8 1 8 1 8 8 8 8 1 10 1 8 10 10 0 10 10 10 10 1 10. txlt�k e+7 7+8 1 7+8 17.8 7+8. 7+8 7+8 7+8 17t8 8+9 8+8 $+8 8+ 8+9 8+a 848 6+8 S4 NM +147a o. OH RATIO k 1 r4W 4101 Hea*$m +2 C4+2 2 C6+2 200+ C6+2 08+ 06+2 2 C6+ C6+a Ce+2 2 C8+2 2 206+ C6+2 p OtrO b B 8 8 8 1Q 8 8 a $ 10 8 10 10 10 1 0. 10 j Pdlooit T 7+8 7+8. T+6 8+8 8+8 4 848 818 8+8 9+10 a+10 8+10 848 0 5+10 0+10 1 e+i0 ..L_ FOR N0 USING TABL S NOTE A:+1.90A PSP POR ES 4,4A,6.O&TA. &&% .1 T CI O VE2 PRESSURES W TABLE 3 ARE BASED ON THE USE-OF THE 4"SILL OH RATIO a CH HT HEIGH 1 jT 2)WHEN USING THE 2-1/2"SW.,POSITIVE WATER DP IS 46.67 PSI:MAXWHEN USING THE 3114°SRI, WIDTH OH DP POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 00,0 PSF MAX.WHEN USING THE 4 SILL,POSITIVE WATER DP IS jM.I PSF MAX(NEGATIVE pMMUREB UNCHANGED).SEE TABLE 3A. DLO HEIGHT�. 3)4",3-114"AND 2.112"SILL HEIGHTS ARE TERM FOR WATER INFtt,TRATIO,N WHEREAS THE 1-112" L IS NOTAND DOOR UNIT HEIGHT-10.12b" MUST ONLY BE USED WHERE WATER RE$1STANCE IS NOT REOUIRED.MAX.POSITIVE DESIGN PREOPUREO SHOWN IN TABLE,3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE WMNT FLORIDA PANEL HEIGHT:x BUILDINQ CODE(SEE ADJACIENT.DIAGRAMr THIS CONDITION IS N.OT RATED FOR WATER INFILTRATI(N. DOOR UNIT HEIGHT-1�8" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACMG,EDGE DISTANCE.AND EMBEDMENT INFORMAT(OIN. 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING$TILE&ASTRAtiAt E8 SHALL BE US D FOR TABLE&SEE SHEETS21&22 FOR PART DMENSIONS AND SHEETS 18&19 FOR EMBLY DEMILS. interlock P-hock Lodrotile 1p Jamb 5tMWAsIrvAssembly pl Lodadlee SiraightAstra- ] 90'semw III'Astragal Assembly IW Astrepl PAO1AiCr131RMW111) �wb itardeHoeall t* HeavY-dutMe Stlte Hmay-dut7stMe HeOryduySUe kSle HeryutySe Ha�ydutyS9te tv�dutySte Heavy-dutyAsGagal Outeldi Corner Ott - --% 41 comer Ift i ' �a lea `*4 n L N Inside Carter Outetd �v', :•... �� Cartier �� CENBF •.;p 4. FParttf6l(>Gq Pa 961 Parti161 Parteaiiss E*arta61 Part 18(COmer ��( Parts83182 Part 461 �'��• No.rr8705 -''�` Pere (Astragal) Part a12u(In.) (corn.&t rad Mowtlj Awap powa bTe.° � ,• saw ORromt7 nerarmrB DPAMM JfOMGE '.o S,,;2otr►ap 'G�.�' rx t Men, Nowl ME IMM �rn4earatw SMM770ALUAL SGO-LM IMPACT ,�dtN�'�A�I�1. +p" a UYW ratu err,PYL Ja tuna r�1:oPelm� a ar+v�ra NTS a a 22 P,07Df7D nenrslroa . . .•. . . . ... .. .• . . . .• .. . NO FRAME '7:wP%n*&Ct ogA&Cb01SISTS OF, SEE°GB'CLUSTER SEE JAMB (7)P-HOOK ANCHORS. .` ARA SHEET 10 REQUIRED PERPENDICULAR TO GLASS 3EE'CB CLUSTER UNIT ME'Y�'CLUSTER DETAILS, FORASTRAGAL SPLICE ( DETAI.B SHEET 0 FOR NOTE, " EXTERIOR' RIOR •PLANE)SEE TAal�E 2,SHIiET 7••• REQUIRES°C8° SHEET 10 FOR INTERLOCK yi•MAX.O.C. THIS ;.r POCK ••e • e i 1�e e i i• W7 E1it 80•NOM. CLUSTER,SEE SHEET "� SSE I�O/ZItP�' • e • PANEL WIDTH DETAILS.SHEET 11 x x r • •(8)a-1•�OK �_.•�e _ x x x x 8'tdAX INSTALLATION, e• •• eADAPTER 8•MAX x x x x x x xx x x x x x x ;::;• THIS SHEET ANCHORS MIDWAY W MAX. •,'; '• &SHEfL 140 N ej0D1(e i •e 0 4 PAIRS OF •.* e. • • qN a&ATr 1 e 0 xa x ANCHORS t 1 :.. •e i e i i � �• •e Pig ANCHORS 98° (TOTAL 8 .• 4: • • • • • IiQ'RiOM � • 14• UNIT 21•MAX ANCHOR ° O.G. •• e • • e • ee4 MAX,OA 4.081° °MAX TO OPENING 0 14 MAX.O.0 SOP-HOOK HEIGHT PER JAMB JAMB EDGE OF POCKET SEE ANCHORS x x—� (DETAILL INSTALLATION i LOM DETAI.S'Jd&Wd J20 tiI a P-HOOK Ba T_ 10END PANEL SHEET 14&PART 1 ° MOUNTING x 24°MAX. ANCHORAGE DETAILS`J'8'K; + I I �, W MAX ADAPTER - O.C. (2 ANCHORS) SHEET 19 FOR i 1 ANCHORS P-HOOK L-- � It x . x ANCHORAGE x ` x ANCHORS ENO PANEL x -x, x x x x y xx • xx x MAXANCHORAGE(SEE ANCHORAGE x x xx x .-x +2• SKETCH BELOW) (SEE SKETCH BELOW) ANCHORAGE ANCHORAGE • CENTERLINE 8•MAX,TYP. •ANgHORAGB ANCHORAGE ANCHORAGE OF PANEL i2jW 240 MAX UTSIDE CO -EXT. CHORAGE PLAN: O.C. JW x 98'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE•SU TE(SEE TA9LE 2,SHEET 7) e• SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: j NON-STRUCTURAL ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 2) LOCATION SPA FOR AN AS NEEDS TO AL[ THE t T HEAD OR SII.1.IF A SPLK;E CENTERLINE OF HEAD&SIU:8°MAX.FROM FRAME CORNERS.,USE.8PE IFIED CLUSTER FROM 21■ OCCURS AT THE P 1 LOOK. NOM. •. INTERLOCK APPROPRIATE TABLES,SHEETS S.8 AT EACH INTERI AND 8TRA)GHT AND CORNER MAX, PANEL - SEF TV CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF- DITIQNAL INTERMEDIATE O.C. WmTH ETAI.S,SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24.O.C. FOR WTERI.00K aaa.M ANCHORS AT THE MIDPOINT OF END PANELS ARE ONL � -6.64° °+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANGi CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT 8.MAX 30REQUIRED AS PER THE FIGURE AT RIGHT. + GENTERLINE J,MS&P-HOOKS:8'MAX FROM BOTTOM,21°MAX. R PAIR O.C.(JAWS).140 MAX.ANCHOR 2-TRACK OF PANE.2 O.C. (P-HOOK)UTILWNG ANCHOR GNANTITIES FROM PRWTC TAB EB,SHEETS 64L SEE AMS P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR P R m=UyTYJRa, _ SUM +21 ANCHORAGE SEE ILS,CLUB CENTERLINE END PANEL gig�e • °t23"CLUSTER,SEE F DETAILS,SHEET 10+ �--�OF ANCHORAG Accor No 1 • DETAILS.SHEET 11 �JNTERLOCK FOR ASTRAGAL! " ASTRAGAL. (2 ANCHORS) 8� - • 4061' 3.8° I MAX ' • • •. • NN 4g, X.192P QT No.58705 EXTERIOR - �""OFPANEL 3E °+2°ANCHORAGE CI °t2"ANCHORAc9E OFPANL3 4 I OF PANEL SEE SHEET 11 FOR OTHER INTERMEDIATEANCHORSAftaw s ta° ANBHORWE SPACING&•EXWLE PMIS dA.••' •. ALVOK w0w vow MAIN Lwiawo SERIES T10 ALUM.SOD-LM IMPACT �w j{ �AL ,'P o to CtJli CpAUfiL�Y7YTiD. SOD riO 11178 8 &22 POT0130 P E#8giA6 JR t0<tlKt4 01094 ASTRAGAL OR }..SPLICE LOCAnO4 :•: ASTRAGAL 61t I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8 ° tNTERLC;K--j IF NEED • ••• • • • I� R+y CONDITION,USE CEI��E" IF NEEDW 2.04° Z CENTERLM 1 CENTERLINE °CB°CLUSTER DETAIL) 1.76° 1.75° �• •• •i ••• 7• 7" 30 2.I0 ro -4— izi ofMAX • • O.C. • 4••• • ®• • Z.o 21° a°DIAD. 8.64"f 41 offr MA)S. ° 3.5g O.C. HEADAILLi•i i • ••• T RRCI? H �/ 2-TRACK I41�RL MAX. 5tB4° (usE WHERE 4 CL • ••• • • 6CL STER (USE WHERE•8 CLUSTER FRAME�JA- 8•MAX. ANCHORS ARE REQUIRED,-04-) ANCHORS ARE REQUIRED,°C5°) ANCHORS ARE REQUIRED.°CS") ANCHOR PAIS ASMG4 OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�$PLICE LOCATIQN 8°DLAO. �RAM�JAldIB "m IF'NEEDED INTERLOCCONDITION.USE INTERLOCK IF NEEDED � ANCHOR PAIR CENTERLINE 1 CENTERLINE 'OV °CS°CLUSTERDETAIL) CENTERLINE 3,5• 2 ° p " 3.6° 3.� ANCHORS MAY HE INSTALLED 34 21° EITHER IN THE SXT.OR INT. 2.04" 4r D MAX. TRACK(INT.SHOWN) 4.08° 4.05° O.C. 2.04° W NOTES, MMMOR I O DIAG. 8 5° 1.ALL.DIMENSIONB SHOWN r 3.5° 8„MAX. ARE BASED ON MIN. QK FRAM;WADIS 'b 3-TRACK FRAME HEADhSW 9.TRACK FRAME F�Ap►gill, ALLOWED. O Q ASTRAGAL OR*WTERLO(2C 1 R 2.FOR HEAD OR SILL SPLICE (USE • RE 4 CL (USE WHERE 5 CLU 8TER (USEWHERE40LUSTER t 3-TRACK Fp.4AT,IAMB LOGATIONSIANCHORAGE AT ANCHORS ARE REQUIRED.°C4') ANCHORS ARE REQUIRED.°CS`) i ANCHORS ARE REQUIRED,°M ANCHOR PAIR P-HOOK SEE SHEET 0. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR AST•}RAGAL,OR (FOR SPLICE FOR SPLICE D WMtLOC—j—;NEEDED INTEIB.OGK� (FORSPLICE INTEiLQC K CONDITION,.00 NOT CCkfDIT10N8 QNI.Y CENTERLINE CENTERLINE t CONDITION,USE CENTERLIVE I USE THIS DETAIL) SPLICE LOCATION 1.75° 'CB'CLUSTER DETAIL) I IF NEEDED g LP 30 , 3.8° 3.5° 2.04° 4°DIAD. 2.04° me 4°01 204° B�amvEt°nuts Gids ,. 2.04" 537°DIAD. =4"DIAI 4.00` 2.7° 35° 4•TRACKFRAME•HEADISILL 4-TRACK FRAME LL 4• RAMS • '•. O ASTRAGAL OR-WMILOCK A ASTB8M6 O GAL.OR INT[SRt.00K No.587x5 (USE-WHERE 4 CLUSTER PWWHER9 5 CLUSTER. WSE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'CB% ANCHORS ARE REQUIRED. ANCHORS ARE REQUIRED,°C$' WITH&WITHOUT SPLICE CONDITION q} Rrmev aft red" ps•, Amw 1w— metre AMGMOR GE E,tIAMPEEG'dUS77ERS .,��5••.;�co o�;.••'�,��. maw Nw—mmLe,ry�eo d SERIES 770 ALUM.SGD•-t MIMPACT �YONAl. tttiIltti� JR idf70/!4 a,s, CM-CFAUM wo-m NTS iD �8 POT0190 A L v ares p Z04" i�•�i i i i2 • • • • •• Mm, g••�ypp�� rErdOR �4° onsm " 1OO p'lM�F81QNS S�IOWI+1 !I i i •i• i s"'�` i • r FS BASED M a 8.12° 4"D 6.12° 4"DIAl3. A 8 3.6" 3.6° ALLOWED. ! !I •.• 2.DETAILS DEPICT ANGOR • • • • • i ' Mom 1 ANDMOULD BE.IDAENTWAL ago g0 0 4'DIAC3. 4"DIAD. FOR EXTERIOR OR INTERIOR • • •• • •• • CORNER CONFIGURATIONS. so a 3.8° 4" 3.6° F a a 4 t1 ANCHOR 2.W •• �e 7" 2.04• a" 2.04' 7" ... • • • • Uq9 8D°C.OIi R • • • 00 0 • • • • • o • 35! RNE X36°CORNER 2 TRACK FRAME HEADM • 2 tiACR HE/ IS161 2 TE�ACK F E EA 2-TRACK I:RAME t AD/SI.L C NE (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE CLUSTER (USE WHERE 6 OR 0 CLUSTER �•.-- ANCHORS ARE REQUITED,°C4 ANCHORS ARE REQUIRED.°Cn ANCHORS AM REQUIRED.°C�4' ANCHORS AFMOUIRED,•�`j OF PAWL 4.a8" RE "+20 ANCHOR INTER a.a6• °+1°ANCHQR 7.410 A 204 4°DRAG. X CENTERLINE 3 OF PANIX 4:08° 4. 7' +3°ANCHOR f � CLclVT�.81fE 30 4" 3 6' ! OF PANIC. ° E H 4°DIA6. T' T" 4" ON °+2"ANCHOR 3.8" . 90°CORNER 736•CORNER VIEWS � r 3-TRACK FRAMF (°! 'ANCHOR CLUSTER REQUIRED Mr ANCH0lR CLUSTER REQUIRED t TRACx FRAM OF PAAM LJA� AT ALL 3-TRACK 00"J") AT ALL 3-TRACK CORNERS) 2-fyTEl'RAC ATE ANCHOR LAY-OUT INnMR 6.12° 1 2.04° 2.a4° 4 688° L O�R 4° 3.6' 136° .04° "t3"ANCHOR PaODvcrx8u 3,5+ rocaig4y6 •tt►�eFfmia. Mir � 4.06" � r MOMM 2.04" _... 3.6° a° p .�.. 7 4*MAO. 4° 3.6' 4■ CENrMINE .,��O`y,I.LY-NN _(V 136°CORNER, �OF PANEL �� ;.• 44R—ACR F HFJ►d18lLL 4-TRACK MAME HEMSILL ANCHOR CLUSTER.REQUII2ED 4-TRACK FLAM (°0$"ANCHOR c�USTER REQUIRED E SILL Np bg705 AT ALL 4-TRACK CORNERS) AT ALL 4 TRACK CORNERS) INTERN FD ATF ANCHOR LAYOUT (3-TRACK SIMILAR) . --�-_. MF rwu 7Ecawxoav ffrJRACdEE EXAMPLE CLUSTERS am— �t�aa�sca SERIES 7M ALUM.SGD-LMMPA CT '�i�0101 fA1...�;5��` .JR 004 a�rz avrrti+ ee ecra�m NT$ 11 �2 PQ7i7180 4 pie eoeroa . . ... • • • ••• I N•STALLATION C?ETAIL1 :•: : gMSEDMENT:SEE TABLE A.-SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EDGeDISTA�V6 �• • • • • ••• EDGE DISTANCE: _ EOpE DISTANCE: THE METAL SUBSTRATE OND SEE TABLE A.SHEET t SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 21116"* 21116°* 2.1H�' NOTES: • • ° •• 00* 1 114° 1..ALL DIMENSIONS MAX MAX SHOWN ARE BASED SPA• j SHIM 000 Qtd•MIN..ALLOWEIX EMBEDMENT: ••• • • • 1 METAL OR WOOD - SEE TABLE A, J t SUBSTRATES MAY BE SHEET 1 USED FOR ALL FRAME 2X WOOD WOQQ�R�+�, •• ••• WWOOD WOOL!ANCHOR TYP., $MS ANCHOR TYP.. TYPES PER TABLE A. • • • �i METAL'►YP, SHEET i. TYP.,SEEANCHOR SEE • • OWP,. ANCHOR SEEANCHOkNOTES SEEANCHOR SEEANCHORNOTES NOTE 3,SHEET 1 &TABI4 A:S"i :0. i NOTE 3;SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2:TRACK I�IA1E'HE?LD • • • ••• •• 3-TRACK FRAM *DlA0ONAL O.C.18 WOOD INSTALLATION V A� A T .II MIN 4°(HEAD&SILL) OR 8°(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP..SEE ANCHOR SEE ANCHOR NOTES TYR.,SEE ANCHOR SEE ANOHOR NOTES SEE CH &TABLE A,SHEET 1 NOTE 3.SHEET 1 SEE &TABLE A.SHEET 1 NO'T'E 3,SHEET 1 BEE &TABLE A.SHEET 1• NOTE 4.SHEET 1 SEE ANCHOR ANCHOR ANCHOR MW.OF 3 THREADS.BEYOND NOTE 4,SHEET NOTES. NOTE 6. THE METAL SUBSTRATE 1(V4°MAX.) SHEET'1 SHEET 1� T (114°MAX.) (V4°MAX.) EMBEDMENT SEE 2.1116"• `r 21118"* �•' TABLE A,SHEET 1 21118°. EDGE DISTANCE: EDGEDISTANCE; EDGE DISTANCE: SEE TABLEA.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 ifft 9-TRACK F ,mss 3-TRACK FRAME SILL TRACK FRAME BILL. WOOD INSTALLATION WOOD KWALLATION ET STALLATWN EMBLDMLNT:SEE j TABLE A.SHEET 1 --1 EDGE DIS'TALM EN(BEDML3UT SEE SE!?TABLE A. TABLE A.SHEET 1 SHMT 1 EDGE MANCE: EMBEDMENT SEE SEE TABLE A, METAL TYP., TABLE A,SHEET i SHEAT 1 SEE ANCHOR 2XWOOD EDGE DISTANCE: WOOD NOTE 4,SHEET 1 T N SEE ANCHOR S�SHEET 1 TYP.,SEE ANCHOR p •� NOTE 3.SHEET 1 NOTE 3,SHEET I SMS ANCHOR TYP., 21/18"' � � 2-111W 2-1116°• BE TABLE SHEET f At WOODANCHORTYP., WOOD ANCHOitTYP„ MIN.OR3 SEEANCHORNOTES SEE TH+ ►� t-nt &TABLE A,SHEET 1 BEYOND THE & A,SHEET 1 METAL TALRATE ��`, �LYNKXMWR N,�b/ ID j 1!4°MAX.SHIM 1.-- �. �'•' NB$ ''•. 114°MAX.SHIM I.— ' 114°MAX.SHIM I+— % 2- L?JAMB 3- CK FRAME.U4M8 f` yo 56706 �4:060 FRAME JAMS WOOD INSTAUATI N WOOD INSTALLATION `W METAL EWI&LATKMI tu �s ma� AYsAS 0 -' fitoa+ol:••'��'�• t� am�e .BIER/ES 710 ALUM.S©D-LM IMPACT 5`�/ lA1. N'`� A L1lSI< P Fi JR tDlt�f4 �tY.l�',NJ►t6 8b07�D IY7S 12 22 PtGTofsO WE.�um INSTALLATION DETAIL* "EDMEW:SEE TWA.SHEET I EMBEDMENT.SES TABLE A.SHEET I NOTES., CONCRETE 00: : •0 EDGEDISTANCE' EDGE DISTANCE; 1.ALL DUMNGIGNS PER TABLE •• SEE TABLE A.SHEET 1 CONCRETE i�i SEE TABLE A.SHEET I SHOWN ARE BASED A.SHEET I 2-4/18"l TABLE PER HEET I TABLE-- ON MK ALLOWED. 1 A.SL 0 0 'lMAX e "DIAGONAL C.C.IS MIN4 SHIM OR r(AM)SEE pm 01511 RON DETAILS,SHEETS MAX MAX. u u rj $HIM 4�3 PRO ERLY BL URED IX CQW% pwmy u IX CONCRETE ANCHOR TYP, PROPERLY SECURED IX CONCRETEANCHOR TVP.. F oirp SIMMOMA BUCK TYP,SEE RZE8&* • WOOD BUCK TYP, SEE ANCHOR NOTES& WOOD SUCK-Typ-SEE NOTES& ANCHOR NOTE 3,SHEET 1 TA619 JL%"T: 00 ANCHft NOTE 3.SHEET 1 TAKE A,SHEET I ANCHOR NOTE 3,OHM I TABLE A,SHEET I 2 TRA * 0 • :00 000 0§:]33MFWE8M ' ACKjW 0 CONCRETE tV Ca Me ALLATION ONCRETE11�18TALLATION OONCR� ti OPERLY SECURED 1X CONCRETEANCHORTYP., PROPERLYSECURED 1X OONCRETF-ARCHORTYR, PROPERLY SECURED IX SEE ANCHOR NOTESA -7 WOOD SUCK TYP.,-SEE SEE ANCHOR NOTES& WOOD BUCK TYP,SEE SEE ANCHOR NOTES a WOOD BUCK TYP.,SEE TABLE A.8HEET 1 ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE ANCHOR NOTE 3.SHEET I S NCHOR SEEANCHOR EEA SEEANCHOR NOTE#,SHEET NOTE 6. NOTEE4 I(IM MAX) SHEET SHEET I MAX) j (1140 MAX.) 21/18"• ter.. CONCRETE EDG-_D fir. 2411 PERTABLE PER EDGE DISTANCE- —0019CRETE EDGIEDISTANCE: ASHEET1 a. TABLE A.SH 1 SEE TABLE A,SHEET I PER TABLE SEETABLEA-81mr.1 I :SEETABLE SHEET I &SHEET1 EMBEDMENT.SEE TABLE A,SHEET I A,SHEET I EMBEDMENT:SEE TABLE A,SHEET I 2-TRACK FRAMES 3-TRACK W BILL rF IN _q CONCRETE INMAUAWN %w CONCRETE IN LATION mco EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT.SEE SEE TABLE A, TABLE&SHEET 1 SHEET 1 'p: EDGE DISTANCE: PROPERLYSECURED EMB OEE SEE TABLE A, IX WOOD SUCK TA A,SHEET I SHEET i :EDGE DI47rmCF_ SEE ANCHOR NOTE S. PROPER SECURED TABLE A, PROP ECURED SHEET IX SEf7Afl Ix UCKTYP.. imodo Typ.. SHEET SEE OR NOTE 3, SEEANCHOR '3. GONCJMUANCHOR 2-IMVI I ET I TYP,SEE ANCHOR SHEETi CONC.f U ANCHOR i i.. 2111 2-1118r* NOTES&TABLE A, ANCHOR CONCIMAN R SHEET iCONCRETE NOTES TABLE A, TYP.,SEE AN OR emu 8HEETI CONCRETE NOTES A. PER TABLE 1 -11; CONCRETE OR emu gxTmwn A.SHEET 1 OR CMU PER 1A 0-144' SHIM 1-0 0 A.SHEET I 11 MAX SHIM PERTABLE A.SHEET I vc MAX SHIM I— NO. ZRACK FRAME JAMB ai 3-TRACK FRAME JAMB 48m NCREm NC TEICMU INSTALLATI Wo CO =MJA S W .INU ABLATION OON_0RETEfCMLLWff_&jA�0N 0 1. 1 .10 -PAU anww www f2smew ANCHORWE DETAILS ..PL(mno+1'.. mid =0! ........ maw NEW SERIES MAL UM.SGO-LM IMPACT N t% $Aam" m (til INSTALLATION DETAIL$ : :•: : : : NOTES, • 000 • • • • ••• 1.ALL DIMEMIONS FRAME JAMB SHOWN ARE BASED • • • ••• • ••• RE.QUF�HD AT•ALL +<•,i 2'8 D MW. ON MIN.ALLOWED. • • • • •• • •• • GE INOMM O PS DISTANCE 2.FIGURES ON THIS EMBEDIIEIT:ift • • • • • •• WOOD FRAMING TABLE A 9H@ET•1 • • : P- OOK IIIIQil�NTWO ADAPTER WATER SHEET ARE FOR i s •+• • W AN � INFILTRATION CONCJCMLI ILLUSTRATIVE SEE ANCHOR NOTES ` : ANCHOR TYPO.SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE Au BI MEET 1 "»` 28 ANOHOR(4OTES& TABLE A.SHEET 1 FOR SEE TABLE I •s E TYP :a'' TABLE A,SHEET 1 ALL APPROVED SHEET 1 ` : ILIX TION,•SHEE.T 9 ti+. } 't•.. : •^� ,w: 4-tl�k'MW.EDGE DISTANt SUBSTRATES. •• • } SHEETS a �.n DIWAACE:SEE P '.w;.l? i ',1�i r i i '' r? gxnmm 3. EE TABES FOR TABLE A.SHEET 1 EMBEDME�17: ^'"'�:s _ ' 1.'' SEETABLEA, lj'+''} ''� :"`%'�;:'.�• "' REQUII3EDP-HOOK .,' �.: �% P-HOOK MOUNTING lIIIt SHEET t ;.�w:j,�,:; L •j ADAPTERCONCJOMU ANDLP==HOOK ` MOUNTING ADAPTER• PHOOK WOOD ANCHOR TYR,. n`i.6;s �,• '�' : ANCHOR TYP..SEE SEE AMHOR NOTES P-HOO�C 3' .'* " w ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &T/1SLE A.SHEET 1 CONCRETE OR ALSO-SEE EXAMPLE CMU PER TABLE EMBEDMENT:SEE _ At SHEET 1 ON SHEET 9. (TION.SEE T 9 2:693°MIN SHEET 1 TABLE A.SHEET 1 (AL90 SEE TYP. 1LLUSTRATI.N,SHEET EDGE DISTANCE A' ILLUSTRATION,SHEET 9) da -HOOK FOR USE WITH FLAT SILL RISERS P+10%FOR USE WITH FLAT SIU.RISERS PARTS#f%M.#2 OR#P— c efiM#1$. U.#n OR#24. WOOD 0W—AUATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR M U BHOVYN, (SEE TABLES 1A,2A&3A Y ALSO BE,INSTALLED IN (SEE TABLES%2A&3A AY� ��Q� I=OR WATER RATINGS) 1 CONOITK3N FOR WATER RATINGS) EXTERIORG IT N METAL M+n P-HOOX MOUNTI G SEEANCHOR P-HOOKMOUNTINOCONCRETE Oft EM500MENT: ADAPTEROONCJCMU NOTE 4.SHEETS EMBEDMENT:SEE , ADAP7ER SMS CMU PER TABLE. TABLE A.SHEET t ANCHOR TY.Pti SEE MIN.OF 3 TWREADS TABLE A.SHEET 1 ANCHOR TYPO.SEE A,SHEE'I(1 „:.. �.. ANCHOR RTES&TABLE BEYOND THE METAL ANCHOR NOTES ,t. : ,i`�. r r w`�a A,SHEET 1 SUBSTRATE &TABLE A.SHEET 1 '". 28 ^iv ::• .Y' a':`:t,r:4,,... (ALSO 80 YP. (ALSOSEETYP. EMBEDMENT: Iwo ,�M Y .. t:' SH 9} SEE TABL A, r •:. ;� ILLUSTRATION.SHEET ILLUSTRATION. :�'- EMBEDMENT: SHEET 9) SHEth1 K z`••,i, 'i,' .a SEE TABLE EDGEDISTANCE:SEE SHEET 1 A,SHEET 1 R i Sf 4•i!' }'+':�:'. 14/0 MIN.EDGE DISTANCE 8A P-HOOKSIMSANCHORTYP., P•HOOKCONCJCMU g SEE'ANCHQR NOTES ANCHOR TYP..SEE e� aghl6eFta ► &TABLE A,SHW 1 � ANCHOR NOTES&TABLE (ALSO SEE 7 YP. 2.693:MIN. A,SHEET 1 2AW MIN. ILLUSTRATION.SHEET 9) EDGE DISTANCE (ALSO WE TM SHEET 8) EDGE DISTANCE ILLUSTRATION, P-HOOK FOR USE WITH BOX SILL Rims P-HOOK FOR USE WITH BOX SILL RISERS PARTS#18,021.#23 OR#26. �j�ARTS#19.#21,#23 OR#2#1. �.?,`�..Jc�ro�''•�p ''.` METAL INSTALLATION X CONCRETE U�AL.ATiON RIO ��' •',� (SEE TABLES 1A.2A&3A (SEE'TA"8.lA,2A&3A I4a 58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) Y ?. �`C•�J:• g 3•� t r`�ttt: fCJA7 0AYawe ANCHORAGE Aff AILS d��:'•.�LOR10!;�' ��. mmwx�t oo SERIES 770 ALUM.SGD-LM IMPAC' ." 9 oH4 :oP�una s sr�•7ro MT3 14 s 22 Pawn AAr�.�Nee�Pa CONFIG. EXAMPLES S•.•: S : :•.•: • •.• . • • • • • . • • • r_, MAX,UNIT • • • •.• . • • WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL.WIDTH HEADER DETAIL'A',. • • • • •.• -a'O•-+- nP•PER TABLES 13 SHEET It INSTAL�A • •• • •• • WIDTH 1l B DETAO.S'A & i • • i •• , XTEPM SHEETS�I�r'r 1 0• . • L PANEL PANEL• 900 PANEL TYPE TYPE PANEL CORNER DETAIL-N2-. ••• i .• i iEi• 'QS' 'AS' TYPE SHUT 10&CORONER •• i• i i i•A • MAX.UNIT ANCHORAGE SHEET t1 NOM. MAX. HEIGHT INTERLOCK DETAIL •.• i •FYANEE DLO• i.4. •• PANEL PER -M',SHEET 10 HEIGHTSEP WIbTHER � / HEIGHT TABLESWCOM 1 YERIOR NOTE 2 TABLES 13 1-3 IN, C5 X JAMB DETAVOT.SHEET `S( 18;INSTALLATION DETAILS 'GW&'Go',SHEETS 12&13 ol 90' SILLAETAIL-D,SHEET 18; 'D1 INSTALLATION SHEETS 12 DETAILS AMPLE'90"INSIDE CORNER,4 PANPELS-XX XX SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7° DLO HEIGHT=DOOR UNIT HEIGHT-10.125` PANEL HEIGHT=DOOR UNIT HEIGHT-1.888° #SX1° #10 X l-llr PH SMS PH SMS &"a �PANEL CORNER FRAME CORNER ° "DETAIL DETAIL NOTES: � 1)SEE SHEET 17 FOR WDIWDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 8.8 FOR MAX - PANEL HEIGHT AND WIDTH.SEE SHEETS 1 S&10 FOR SECTION DETAILS AND SHEETS 1214 FOR INSTALLATION DETAILS. :�c 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTLLE,LOCKING INTO KEEPER(ITEM,103)AT FRAME JAMB OR ASTRAGAL, No.58705 ' 3)PLEASE SEE APPL ICABL.E ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - c i 0 TSE ANCHOIa�RW DETAILS EXAMPLE 8"A770 -, F Q .t FLsrmSERIES 770ALUAL WD-LM IMPAC]" S�ONA cwnreau� AwIV ME,4QflO/t4 aur CERT,ORAUMMY7D6 800.170 NTS 18 a 22t p13T0180 A Lf PE 0 Wes CON FI G. EXAMPLES • P ALL PATAILS ON INS SHEET,SEE(NOTES ON-SHEET 18 S��+ ((�• ERABLE JAMB DETAIL W,SHEET 18; • •• 1108TALf19 DETAILS W&Ve,SHEETS 12&1S JAMB DETAIL'O2', ASTRAGAL HEADE6#DETAIL'X;SHEET HEADER DETAIL'N,SHEET 18; DMO JAMS DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS41. S ••• KSTALLATION DETAILS'AV&'Ae, Wm 18;INSTALLATION DETAILS DETAILS`W&'Gv, L2,SHEET : *AIAA&' . iHEET$942 ji 1S• :• SHEETS 12&13 •TYR 'GMv*&'Gd,SHEETS 12&13 SHEETS 12&13 • • • • • • �- • • i lI •• • EM PAAm Ntx. PARI. PANEL PANEL FHVOHT EL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE E PANEL PANEL TYPE 'M',SHEET19 'R' v 'D' • :'A: • •• ••• . TYPE PE 'K' MAX 000 • • • 9IL•OUTSIDE CORNER NOK UN PANEL • : • ; 11 .&TAIL NOM. HEIGHT CORNER DETAIL'Nry SHEET G & PER CORNERANCHdRAGE WIDTH TYP. 'D',SHEET' PANEF. � SLS` SHEET 11 NOTE 2, TABLES DLO ABLES 1-3 Nd TABLESMAX PER SEE 113INSTALLDto PERS 1-3 . � HEIGHT �7 ETT 1S �.�q ,..r� TABLES 1.3 SHEET 18 O X �S 13 , X Mom X X x X NOM.PANEL WIDTHTYP. PER TABLES . 1-3 MAX.UNIT WIDTH MAX.UNIT WIDTH R PJ & PANEL AWL CORNER SILL DETAIL'D',SHEET 18r MAX.UNIT WIDTH CXINSTR47'iON EXAMPLE:OXXX NSTALLA 3ON DETAILS DETAILS$MEE9T 18 (2-TRACK) 'DW&'De,6HEETS 12&13 EXAMPLE:90.OUTSIDE CORNER-XXM(2 TRACK ASTRAGAL DETAILS'L9'•& -INTERLOCK DETAIL V,SHEET 10 JAMB DETAIL'11',SHEET 18; L2,SHEET 19 INBTALLATK)N DLTAI.S'IM�'& A INTERLOCK DPTAIL'W,SHEET 19 7d,SHEETS 12&13 HEADER DETAIL JAMS DETAIL 9r,SHEET P HOOK.DETAIL'J'&W SHEET 'B',SHEET 18; ..i ' 18;INSTALLATION DETAILS 19;INSTALLATION QETAILS I .. INSTALLATION OAMB OETAIL'12',SHEET 18;INSTALLATION HEADER•DETAI.'C,SHEET 14W&'Hd,SHEETS 12&13 'Jc;'Kw'&'Kd.BHEET 14 OETAI.S'SW&Id, bums yid&Id,SHEETS 12&13 18;I&'C.#, ATI E DETAILS 13 SHEETS 12&13 'CMV&'Cd,SHEETS 12&13 MAX.UNIT Yy� MAX.UNIT WIDTH PANEL PANES. PANEL PANEL PANEL. PANEL PANEL PANEL. TYPE TYPE TYPE TYPE •TYPE. TYPE TYPE TYPE 1-1 'NI' ,P 'M' 'F 'f' MAX MAX.UNIT NOM. NOM. UNIT e HEIGHT PANEL // / PANEL 1414 HEIGHT �yLyayUgtl,oPiwids WIDTH TYP 9 W@TH TYP 9 PER .. TABLES MAX PER MAX. PER TABLES No • b3 DLA NO TABLES 1.3 SEE z DLG TABLES 1 3 13 HEIGHT SHRU 18 SMET 1 HEIGHTS VYNY EXAMPLE:'O)00(p SILL bETAIL•E',SI IST 18: EXAMPLE:XXXO SILL DETALL'P,SHEET 18; = A Ida 68if>S (3 TRACK.RIGHT POCKET} nN$T�TtoN D�TAtt�s (4TRACK,BY-PASS1 ,��s��&IL$ 'Evr'&'Ed,SHEETS12813 o„ewaa redo +aotar�raMuve EXAMPLE-ELWA77ON3 '�t7,� .•�toR�oP cw •rea�seara 3ERtE3 770ALUM.SOD-LMIMPACT '�,;�IONAL •�`• i lAdFe caear aF�htti a sous'�o A" !8 d n MT0180 p"am • • ' ' ' ' ' ' PANEL'S RICHT STILE TYPE PANEL SQJt3LE SINGLE • •• • • • • •.• A te, w E%T'dp Wk ma Comm INT CommEXT oomm INT Comm INTEfS= WTmu= STU LoKgm AST aw ASTRAGAL � SMIN I OCKBTIi E so mmmm sc imcmvm � 3BREOEIVp, 3S REDWA R STILE W/NANDtE BQXOUi BOX IW �Fmw/HANM VSKOM E TYPES °UT m wiNAnmle N9„ANDLE wtHNND1.E w11�LE wrHANOLE Num . oil . SOME Nero, WrERLOOK OUT 13P L owma TR 710 TC TA TV TWl WTOMMB F •• rP: •.�4•. .. ... IC SQ SC SA SV SW . . . .. S C RR R .• . : own FD FC FV FIN Wry D M J J PANEL NOTES: ASTRAGM ASTRWAL wxm LR 1.SEE DP TABLES IA SHEETS e-8 FOR PANEL, AE SIZES'&DESIGN PRESSURE. de I RIGHT Z PANEL TYPES NOT'SHOWN OR CROSSED OFF p � PANE PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS N KKotf T V 8T E STILE AM AM NOT AVMABLE. P=am W ASTRAGALS TO USE HFAVY-DUTY WILES ry ASTRAW--1 T t PANEL.V SllOWPL SEE TAB[,E FOR OTHER PANEL TYPES AND 0"1,CORNER RECEIVER 0118)AND Eln" W eox V APPLICABLE BTIL JAS�iRA01U,REQUIREMENTS. E%TERIOR(#119)OR INTERIOR(#1120)CORNER J ASTRAGALS. co /'a/ 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES J wr , RT C( (M)AMCORNE.RADDON(M). woffeaN� �. — SILL RISERS OPTIONS a E HAIL -- XT 2w WHANMEs CT CS 3 a.� wr NANDLE so VT vs VF Jw AT AS DF .� coRNER „s so REcr�M,.fCF 18.SIS f RiB F>J+T' .FL.AT SILL MSER. 1 T S Q R Ea FLAT .aar wr HANOLE ,��WT WS cross' 44-JJ I 4-Q I 3.305” 18,BILI.RISER.BO /,:'t BILL RISER.BOX �;y SILL RISER QOX @•SIU.RISER.BOX . '•.�Gr Fl,U¢H.1-9/2� L'/LCpN.a 1I2" -1f4° HIGH. Mo.Gts1o5 `NOT VAUD FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETSw aim 8 8 &wpm �� 'QTATE'C1IF now PANEL TYPESztw IM-mw pAkwm* • SERIES 770 ALUM S©D-LM IMPACT 4 MONALowftm ti it0l,OH4 r cra�wnt aea X770 NTS V PCiT0180 Ms ASSEMBLY DETAILS : ' : :•: : ' : : (SEE SHEETS 1244 FOR FOR NSTALLA11ON WTALS) ' "' • • • • ... 108 FULL PANEL JAMBLENGTH OR 81 1 KQ GTH • • • •• • 14 1P- 1T OR 81 14 • •�• •• b • 80OR61 • • • •. 18 8 • • • O 81 • 2-TRACK S�• 009 • ••• • (SHOWNw� g SEE DETAIL 01 0 °L NG wl 06 OPERABLE ��pC�MIDSPAN (SHOWN Pipe • • • PANEL) � FIXED PA TO: : • • • • • P SEE DETAILtit - 8 THE INTERIOF0 :o:'t�' 1 • 113 1 _ 149 FOR FIXEQ r1 • • • • • • PANEL CLIP 6 1 ORb1 14 1b g 11a 1g 17 *X 123 �� 81 bT 40 lox OF JAMS2 TRACKJAMS OR 81 Fl_ V OR 05 WI SCREEN �7 8"LOONO / �#123 3•TRACK JAMB 3-TRACK JAMS 4TRACK d�1M8 4-TRACK JAMB HqWNWlTH MIDSPAN FDO PANEL TO OPERABLE PANEL,(SHOWN WITH (S. PANE TOL '`�'(FIXED PANEL TOW(O RWgBLE PANEL) OR81 THE EXTEWOR) - THE EXTERIOR) THE INTERIOR) 2 �^-- 11a 1 4 ll{I 48 b 113 8 17a g 52 51 ! 98 g9 MMMOR 63 MAL maa_ MAL a a SHOWN WITH 2--TRACK WISCREEN3-TfiACK a-TFtACdC MAX.UNIT OPT.SCREEN A FRAME HEAD v.FRAME HEAD FRAME HE=AD HEIGHT PER TRACK TABLES 1-3 63 69 N 52 81 72 OR 73 MOM(� 72 OR 73 72OR 48 11 11 ~r 8 a 10 >Im"amobftwanoft" 48 4T 11 11 �' j MOB 8 112 g 113 11 8 O n ttt; tS'I t JN 4f, A'i;l%2 TRACK WWREEN T 4- CK `t` .• �CEN3g' r� `./f RAMS SILL E F'ftAME Sp l F FRAME SI_l c' �' Wo.58805 •ITEM 61 SHOWN,ITEM eO ALSO APPLICASLE,SEE TABLES 1-3,SHEETS"FOR DP(PSn ASSOCIATED WITH STILE. ? - VIAO �rX o7 'tMOAVOLOGY M N VERrIM SW77ON DETAILSRlpa.:•clA&VANWK FL am not ,� aft afthbw 1�mf m SERIES 770 ALUM.SQD-LM IMPACTs`910yNAL�1 V mmmat�we amftft A,o 114WW �R PE JR 1tV101.14• .. ua� tsexr:aFavnc�ee 80P770 Id7'3 i8 d 22 PG7D13D P.EA89f0e • • ASSEMBLY DETAILS •• •• • • •• • . . . . . • . (SEE SHEM 1214 FOR FOR INSTALLATION DETAtS) • • • • • • • - • •.• • • • • •.• 8 Q,�lQ$ 81 113 118 28as 28 7 • •. •• • ••• f1 113 20 v an • 82 111 83 Mel 20 14 as 28NXIMIOR 920 111 10 num 82 i i i i JNA$Iff I (S�,)FORL TN�t8 ' '?- 0 FOR XrS11.tS•• 4 80° KMfMR p OR 61 1o¢i-� s1 8 INTERLOCK 14 113 so 81 81 118 B 113 t1 11 n4m amm !Rxnmm MOM 86 t13 9 119 7 61 W— BARD STILES NQ �WITH HHEAVY LE�81 VVz°OU 9 IDESH QORi+E:R t j��E SRN R •�#e1(H9AVY-DUTY �J STILE)SHOWN,ITEM OW EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD ZD&TILk"').ALSO TOWARDS-INTEcRIOR{BOX IN.MAY ALSO M INSTALLED TOWARDS INTERIOR(BOX4N)MAY ALSO BE � 1 3.SHEETS"FORAPPMMLE,SHE TABLES (PSF)ASSOCIATED WITH STILES. 31 p 4 136` e s 4 j 11 14 8 136* Co Piodds 61 32 tai >O�e r 81 32 i1 8 81 Mil . 1pAR 31 103 81 Ia 1. 14. 7136°INSIDE CORNER VYNN tr/ CORN W2-TRACK SHOWN r'• �� 2-TRACKSHOWN Jt f No.s07os gTA�oF HOPMONTAL SEC WN nErares 4'•. �a Z,QA �tyieat�e BERIES770ALUM. —LM IMPACT `'S;lUP.... ' Aft "' a C1MNMt `a 8. ,tR !(difOH4 t.MIWAUMMM Sao-M, NTS ?0 ?� FOTQJ Poem .. •• . . . .• .. . POT I bm f!w .1�1 PGT# Daa�rlpNo� : :': : PG PGT# De88fiptMn NOTES:. . 1)ALL ALUMINUM•8983-78 rh d1RASEAL SPACER FWPOSn z ,73D3 9,7303 27RACiC f1PAD 1As111 SCREEN QA1 SEALANT/OES8ICAW) 2)ITEMS.#33-29,57-M.88.78.8441% 3 B 1 817328 PASHMEL 1218122 ARE NOT USED AND ARE d 1 17312 817912 4-RRA13C NLAD • • • • •• • •W •f7328 B) PANEL SRIF MEAVY�M NOT f�AiiT'OF TENS APPROVAL 179 4• e • • • • • ' 817327 KMFLOCKADAPMR B 17917 817317 FRM B HEAD1Jw1MBlf M • • eTR248 8UL8 V0W.-7H.N r1DE DURMJ t2f) 3)USE•OF#12 OR#13 REQUIRES 7 1 e uLL 04 729 TIM 9aL END P MIN.#10 SMS OR 311W MASONRY 8 1730! 617301 2-TRACK SDN.WWTH SCREEN RAIL 89 17328 817328: UMLOCKSCREWCOVER ANCHORS 240 MAX.O.C. 9 7 7807 87 17329 10 17310 817310 44RACK8ILL • • • • • • • i m Oil=--HEAW A87RAOAL 11 117313 HITH amenmCK • _150 817524 TOP&BOTwm 12 17315 817916 FRAME8U ADD4W 3) • • i o'jm 41790 CF1ONMOLDEM 13 17318 817318 • 895 7 • t-U 1"X3WH%H F1N umplaw 14 17988 81 9' 72 81 78 T ROLLER 15 17388 Oil= 27RK(ZJAd111 WAH 8CREEKRW 73 BIOS M63H: TANDW NYLON RDIJFIT 18 €1908 817 8 .3m*=*= 74 8 OOW4�,D0W9�QRGE4700 IT 4791t SIMI 4-WACKAW 71 BIOS 78i86XGEFAINI 14ORFICE MY PLATE 18 1 8 T,FWBH,1-uE" 78 7=2XfFPFx aimxrKSeSCREW 19 179!8 817318 SIL RMER-110X,FI.1M1i,f ur 77 7103230• 1032 S1EEl.m umif 20 1703 OWN SLL.RISER-FIAT.LOIN,2412' 79 t7587 817357 1010BEAD 21 17318 817316 SILL ROM-BOX LOWr'1112' 80 17558 817369 7119"BEAD/FM PANEL CLP 22 7 Bt OLL T,F,EDW,3414• al 17980 817380 1910"DEW 23 17361 SIM RISER-BO(MEDUM.24W 99 1224 BTPM4)X VIM mu WEATs0828TR(P 24 1 8 46 7745 Lom 19112•x 8,E ASIti . 25 :17320 Bt7920 eU REEK• mm 4" 100 8092 481,6'2 !HOLLER ADA HOLE PUJO 28 17333 81 K 101 =9 AM MER 27 7070 870M fiEMENH8MMGTPF0RP4WK 102 1888 71898 Duarm 28 et K UNC 103 8188 I"KEEPER 29 17336P•HOO CWER IBI LOCK XWE 30 1730 817341[ Powr4mFoloaRm 108 17344 817314. FDEDPANUMP-B•IANq 31 17378 817378 136ODRRNER eirm f0eUPAKELREIAINER-WIG' 32 17578 817379 1135FUMUCILINT , 17N 71738; K8'-NTm=Rmm Time TUN REMS 4063 ARE SCREEN P 7 ED IDGERKIR am 40 4310 812268 SCREENOF lw-waaALf3 � too 1731 781 KR-.RBCESSE08FER1MIHTHUMBt71Re 41 7L LQCKSET 110 Im 70016 - CE8BED 42 41818 SCREEN KEEPER GPACER SET 111 71MCHPPSIN 010 x3/4'PRL PN.TEK-S.S. 43 SIR 88162 SMENMKO-CkAWM 112 1236 87578 Wmp,.270X.170-FIN SEAL 44 4428 64428 SCREEN DOUDLE NTERLOCK 113 1712 84088' Aer XAW PNBEAL 17 812K6 EN TOP -1-Tr1 1, 46 4318 SIM SCREEN BRTTOMRAD. 118 71 Oto X 1' 47 888 78RAZ its 72MM Xt'S8:117 e•@ �OwFloft '� � ��•�J1tL. '!2X 01420 11 S:& 49 4944 1 t 817338 DEBREECO Aaoept.naNa •' 7 817348 71DSC6lEENASfRAOAL ff8 817337 28WIREMMECORNER74,10mrL G 51 1892 81692SPIO7E-.185 1 1 D18D7ECORmA87RAQAL 1 1.W1b0• 123 WTO r 81 FgWFMMREMMF 63 81818020 BCRF.EM CLOTH SON,......,• (� . 64 jIwxvxIHraEr BLOdt,NH0PRENE'0E+14 58 1728 1 X4"xu18'St3T 8 Ao `� ~:�'�35.••� �� NOTE&: 1)ALLALUMP".-8'08346 98708 2)rrEMB#33-39,87.4119,88,71). 499,121&122 ARE Nar USED AND ARE NOT PART OF TM APPROVAL low rL' rti PARTSL s :,�`�:••, Lor o?;•''G�, cQlfj4ee fafio S'7'2'AALUM.sw-LN IWAC7' 1�NAL` ,�•'•� .6R 10/ttfft4 c tt:OFAIlifL7 B Bt9?flo NTS ZD a. PO70190 a1 at Pe • ••. . • • IV 8.089° i i• • • • = : 138*868 — i 0.080!' tw 1.87r T1.2114 • ••• LJLJ 1.805° 21 • • 0.081" 1.Oi9" i • • • " 0.062" 0.081" ••• ••• •i• ••• 16 �SILO 0.081 40 SCREEN 8083-T8 Alj {�IlEi3-T6 A 8.198" 'Pg AL} 8.19 ' • • • s • ;r—o 8.528" 8.089" ••• • • • • •• • -rT • • • • • 1.045" 1211 • • • •• •s [F�LL1.506" 1.983" 0 Dor 0081" O2-TRACB HEAD Wl SCREEN TRACK O SILL T �'} REA�1 SA 8 } 9 { 3-T8 AL} 7.105" S.M. 8TRACKJAMSW/ E TRACK �T 0.084" ""r t 9-9-3-ml 1.38" Wl 8 'X11" tp- 0.001" {g am HEAP (0 r 83- A S EEN TRA 00' .081" EEN A9 OMRAIL 9.147 6083' ' 4.49° 0.081" 0. rl F rl I -,1.211" 1.506° 7:10b" 0.081° 9.141' 7° (:T 3-`ALj 8(183-T8 AL , ffl.5114C' C--1 moo ow 0.080"1.518" 1.890' D�FR E HEMJAME$GREEN FRAME BILL SCREEN FRAME SILL SCREEN ��` LYNN ��'i 12 D, Q ADD-0N 18 3�RACK JAMB �•� Q •.. NONAL)AL) (�lALj 8 } (803 74—A j� ;• t�C1ENs�c •. f� REQUIRES MpV 00 SMS REOURES.WK110 SMS OR 3118"MASONRY OR 3118"MASONRY 17 4 TRACK JAMB No.88705 SEE SHEET 17#OR SILL RISERS. ANCHORS Q 24"•MAX.O.C. ANCHORS®24"MAX O.C. (8083•T8 . ItawoF n rector EXTRUSIONS =D'•. P ncrn.s�sm :'�.'••?Mang.••'C� (Ottj te0a SERIES 770 ALUM.8QI1-LM-IMPACT ��'��ss'IC7NAt_��•��'� a•.xooe a�11I1NR+IL ,�E ;WH4 C�l.OFAV►rdf DB 8QA718 Z1 a 21 p017�90 PEW88B� e 0.718° 0,8� •• •• • • • •• •• • • • • • s • • • • • " 3.80 a7* • •. • • • ..• A Li 0.082° 0.060" 0.874• 0.798° 1.183"� 0mv 0,284" • ••• • ••. 0.082' 11 SILL • i •-• • •• �y078°• i i• b 233" 0.�2° • s • t • i 0.080° P�iQOK FOR BOX RISER (8083-T6 ) 0 AAL) • ••• { T8 At • • g�T AL) 8083-T6 AL) (8083-T8 ) .185° •• • • • Its- 2.30° 1 n8" • • • • •� • ""`-" 0.0A)" •• � � • 1.759" 0.830• • •M3,421V • 1.800 1.800 0.082' 1.303° b 1.870° Mir 1.688" INC 0325° 2.44 --�- 0082" 3�8"CORNER O 383 XE MOUNT Q`T 6 AL) 8A1VdAR0 TLE 8t VYB U� LE O� SS �COVER ) (8083-T8 AL) 3.97 3.9W 4126° ------ 0.078° 1.M° 1.060 1.080° 0075° 1.848° 1.848" 0.08.1" 1.30 C' LT .048' •811" .488° 0.128°" 0.281" 0 048" .048" e7 S' n A QAL @m MMMTRwa O NO r18"OLAZINQ " MUM ) (WS3-MAL) (fid -B�AI. "-' Q 8083-T8 ) P EL T8 AL) 1.003" (90831'8 AL 1.03" 5.821• 0.787" 4" b.080" 4 0.080" . Rmxm EMnaaa (8083-78 AL 1.498° 0.135° .498° 0.133°0.080" 'G 0.709° 129 PQED PANEL + 5.821° 4° 0.080" 8063-T8 AL)� 2'� 419 90° AL 4�(8083-T8 ALOV INSIDE)RNER ASTRAGAL ``�� 1y{� 4FDCED PANEL 148 °COR O AL) • .......... fiE fAiNER.9118" (GW3-T8 AL) G os (6083-TEAL) xnwvp PM xaaw* �. � fta� b ;TE S xww* rAm�aa oop EXTRLMONS kF69tT7B �;fi�'•.,fiGOTl1gA,• ��'�.� IBI!}4d0 Od?0 SERIE8 77O AL UM.8G-LJW IMPACT , ur �sro AL�;,.•` .ut 1lN9 a�r:op,wrr� as ecc Tro NTS 22 •a PQT0130 a L Rumor � , s MIAMI. MIAMI DADE COUN W ffe=M% PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(780 315-2590 F(786)315-2594 NOTICE OF ACCEPTANCE (NOA, yyow.miam(d8ovte�anomv PGT Industries 1070 Teehnology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable riles 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 Hi h Velocity Hurricane Zone: DESCRIPTIO .Series"PW 701YT20i8Z0' um n inu Fixed Window-L.M.L APPROVAL DOCUMENT: Drawing No.MD-720420.1,titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12113,with revision A dated 07/02/15,prepared by manufacturer,sigaed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. _ MISSILE IMPACT RATIN �Lajr7gy�ea:ud Small Missile Impact Resi�d=mes� LAlOELIlYG: Each unit shall banent w man name or logo, city, state, Aod8lyseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise •••••• ri(Wherein.: .". •••••• R&TkWAI.of this NOA shall be considered after a renewal application has been filed and there has been • no change in 1k;e4licable building code negatively affecting the performance of this product. 0,0 MWWATIQI'I•of this NOA will occur after the expiration date or if there has been a revision or change in the tnaterlag ise, and/or manufacture of the product or process.Misuse of this NOA as an endorsement bf%j:prodf,jh�-sales, advertising or any other purposes shall automatically terminate this NOA. Failure • to eomply wit! mw section of this NOA shall be cause for termination and removal of NOA. AMPIERTISEM INT: The NOA number preceded by the words Miami-Dade County, Florida, and egpj ved by:thehpiration date may be displayed in advertising literature. If any portion of the MA is tli *yed,them it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0502.03 and consists of this page 1 and evidence pages E-1 and B-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 7. OA No.15.0528.26 C17101 Expiration Date: Februaryi9, Approval Date: July 09 2015 Page 1 e t 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 1 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: l)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 .000 sealed by Joseph C.Chan,P.E. • ••• : (SW�nftted under NOA No. 031145.01) ...... . . . . • C. CALCJUATIONS •••••• ;•.••J +Apehor verification calculations and structural anglysis,complying with FBC-5a' • ' • '•Effl ion (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by • *see.: •.O nj000ny Lynn Miller,P.E. • •• 2. ..Glazing complies with ASTM E130049 • 69* •• D.'•" QUAZA TY.ASSURANCE •....•1. Miami Dade Department of Regulatory and Economic Resources(RER). I Z_/ I i Mame Per Product Control Exa Wer NOA No.15.0528.26 Expiration Date: Febreary 19,2019 Approval Date: July 09 2015 S t PGT Industries NOTICE OF ACCEPTANCE: EVIAENC SUBMITTED E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butaciteg PVB Glass Interlayer"dated 04/25/15 expiring on 12/11/16. 2. Notice of Acceptance No.140916.11 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 exteriorazin gasket complying with the � 8� com PYA following: a) ASTM CW 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 } p Elastomers Tension of 1600 PST. c) ASTM D395B Test Methods for Rubber Property-Tompression Set for 22 HRS 1580F. d ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber} ngth canized and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying withFBC-51h Edition (2014), dated May 20 2015 issued by manufacturer,signed and sealed by AnthonynthonYLY� 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. Laboratorycompliance letter for Test R N FTL-7212 dated 3 1 p Report o. 0 /2 /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 ••••� . Q?U/03 and 07/31/03 respectively,all signed and sealed by C. Chan,P.E. •••••• SuBmitted under NOA Nat13-1105.t11 ...... ) ...... q.•..OTEMR&. • ' .1. •-Atlee of Acceptance No. 13-0502.03,issued to PGT Industries for their Series"PW- • .•• •••••: •'?4 Li720/820"Aluminum Fixed Window—L.M.I."approved on 07/18/13 and expiring ...... ..Vte.Q2/19/19. ...... • 048 •• 0000 • .• • .• • • • • .... Mans Pcr 1 . Product Control am er NOA No.1 .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 • . .•. . . . ... .. .• . . . .. .. . . . . . • . . . . . GENERAL.NATES:SERIES 720M ••• ••• •� ••• • ••• OESSIFI Nx RATINLN PORLARGE&SMALL IMPACT-RESISTANT FIXED VVINDOW RATED• • • • • •• •• • •: • SWSHEETS2.5 MISSILE IMPACTRNSISNE 1)THUS PRODUCT HAS SM DESIGNED&IESI TO • •••� • • CCOPLYWITHTHE OFTHER.ORI A • • ••SI'TO.70-TiP • OUILOINOCOOF-INC WINGTHEHIGHVELOCITY 4TSIH2CYr1 • 4rffi=VWM .M'BUq(WNTH HLIRIWANE ZONE IMNIMM DRESIGNS.FOR BIVWATEDGLASS •• • •2)SIWITERSARENOTROMMEDWENI IN �vom LKNHTVVDTH LKiTffWiDTft a�a t5e is L��IO ST T}�N*94 THEOUTS •• : : • • �• .8•,1 Ir MAX 0.Std 7 1 V MAX F.Smwrs � rMAX Aw oeC P�Iowsawo2 • :0: • __ DAD - r i 3)FOR MASONRY APPUCATMA IN COUNWY. ••• • • • I• • ••• •� I USE ONLY MNBWD�t WFrYAPPW4ED MASONRY' RY' ANCHORS.MWERNLSUSEDPORANCIMEVAMMONS A O I C £WfEE98 , E.WfEETB VSIXPU�ASTFlCSSCOAKTEY A S ger Y NT7 G S}SIEI i G 9 UNITS AND CONCRETE VM MN.ICM PER A TYPE. SHEET am w 4)ALL WOW SUCIMLESS THAN 7•,R'7FMARE TO� HEIS �__ _ __-_--- CONSIDERED,XIFWTALLATIONS.,XMODS�SARE 1 - HPJGNT OPTKXNAI.�UNIT 96INSTALLEDDIRECT.YTOSUBSIRATE. J- �- ----- 02-1w SB11a' WOO DUCKS DEPICTED A82U�,-QrTl�tOR WMAX j {q�E WMAX. , 96.16, j VISIBLE m�ATER.IXAND 2XSUC MIEN t�)OWL BE Or 1 LIGHT or. I VALE Ir 1 / UGHT DESIC�TOP .Y TRANSFER LOADS TO THE - 1SIK#TS / Hg( {T f U(B{I OC STRUCTURE VMOD BUCK DEMAND INSTALLATION Is T ' � SO. � I / HEIGHTT*-- � co THE IS: ENGINEER,SLITYOFIMPWR)OR TR-To i t ' / FST a "� ARCHnWrO' .(AO% I TW BE NARRONINT.ONTISUSED ; HEIGHT AM=EMSEDMENTTO BASE MATEIVAL,OWL BE waLL 3QRBTUCCA.USEANSOF 1i1 Mw ON ALL FOIR COQ OF TIS FttAMILSNSTA"TION $ Aar 8NO1H D BE .OVERALL }y�� $TRATEGYFORWATNRIASSITMMOF 6- 8-•I I"�- 1rmAxo.O. r L.�n *'I r' ' Ir MAX CMKSHEE Lo q�ET6 :.L d TINS �> ��AND ISBEYOND MAX. SHEETS MAX &NEErT r Ar �r- S'MAX aQ $ qy S)MAX tAa'stAW AN82 REQUI�Ar EACH A►K210R TYP.FLANGED FRAME TYP EGIUAL-LEO FRAME TYP.FIN FRAME ELEVATION ti o LOCAnOtWHERETHEPRODUCT IS NOT aUSHTOTHE EL.EVATION(TESTED t� ELEVATION CrESTEDUNI ) L9STEDU� _z dO� SUSSMTE.USE SHIMS CAPABLE OFTRANMWMG Q APPLIED LOADB.WOOD BUCKS.BYOTHERS.MUST SE SU FITLY ANCHORED TO RESIST LOADS IMPOSED ON F49UNE 9P THWINYTHE6VBNDOW. 04 TO TS: ,rac SHAPESASSHOM�ONOt AR AN►Y�II8�8YB ATFSeSHAPEBIABWC( AND OBTAINING DESIGN""SUM�THAT BLOCK SRE FOOM THE TAM"10*METS 241* ol, 7)DESIGN CORAL NOTE8_....._.___t - MAXAND SPACING TO BE r MAX.PROM CORNERS AND 120.0.MNL FOR ALL CURVED FRAM � A.NEGATIVE DESIGILOADS BASED ON� ELEVATIO& 1 i •SEEPIG RE1•THISSHMT. TEBTPREWLW,FRAMEANN.YUSANDGLAOST�A8TM GLAZING DETAI$.......�..2•5 &P�TNE�BK LORtMBAB�oNMfATER TESI ® Deem TK)N�B lro'm MAK / 1 '_�-VYID7H =i H WIDTH�I r- WWTH-•I I�4Ya)TH �I PeESBIRE,BTRtlCRRNlCYd.E TE8T .FRAPPE INSTNAAAON,EQUALACCL-7 T r - ttT , kT r -T r- 'l q AN/UYStSANDtNLASBPERASTME1300. INSTALLATICKINT:NOIA._.-8 8 �a SN$1'ALLATION.INT.PINB.........9 S)THEANOHOtAGEMETIMSSHOINNHAVEeFBN Core"ASSEMBLy 40 j 1 io Ir TO THE REQUIRED DESIGN PRESSURE.THE 33.1ft STRESS PARTS USTUST x•"-19 MA i i L_ J L- -J LL INCREASE HAS NOTSEEN USED INTHE DESIGNOPTHSI PRODUCT.TNS,.BLOADOURATIOdFAUMVIIASUS DFOR MIOT►N �I I�W�H ;1 M WOTH -1 ``j1yity1111t1/j��f THE EVALUXIM OF ANCHORS NMV40M ANCHORSTHAT TABLE,: T r-^ ---I T - � T r 1 T r , .`�� ............ ..••L..... 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T1 Z SEE SUBSTRATE wr Sw umaeonCWA QWTU F im W TABLESTHI88MEET Lr- I �U4'MAXI tt!1�stem UtTttae•,*MK OF 3 Yfu FADS BEYOND THE METALSUBSTRATE. 1xWOOD L-- SEE NOTE 2.THIS SHEET `L1Lt L 11 T I!/ti COK434ETE PER EMIT •• ANCHOR MT'ALEATXIN NOTES: 1LCEAts6'•:�P • `� REl3U1RiT ~q '4. ♦ i 1.USE ONLY ANCHORS LWEDONTHISSHEET.FOLLOW61 fTANDEDGEOWANCELMIM ORamTmtt EDQE• a 2.WOOD BUCXS DEPX:TED ON THIS WE ETAS YIP.ARE KM WHOSE TO'fALTHX B LEBSTHAN 1-Ur. WOOD SUCKS ARE .4(� .-..; INSTALLATKKV t^�� •• TYP.ANCHOR TYPE. OPTIONAL IF UtBT CAN SE MISTALLED L CO Dlf Olf�tS�t A6 D BY UTFDTYHAY810 AIS EDt3E DISTANCE PER INSTALLATION TO THE SUBSTRA :�n�•. ST TE� tV� TY3'E8 TRATE.SEETABLEa.THBSHEET VERTICAL SECTION BB 3.FMATTACHMSNrToMeyALTHEBTRUCIURAL.NIBERSKALLBEOFASMTOPROWEF LSUPPORrYOUEVMWFRAME :S�ONA 4.IFAPPLWANE.LONRERDESBNPRESSUtEFROMEMIERYYMCMOR4AB,t.X1NNOAAPPLEESTOVftUSYS L ALYNNemtFR PE P.E.f 86746 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ••• i �•• i INSTALLATION EDGE • GI�0 • • � T�FOR • i TYPE O EMBEOMENT DISTANCE • GNOW2.THE0M�ET • • • • • • • • • • �NOTE 2.THIS> T i ••• • • • • • WSTALLATION y{ �+- IWMAX TYPE E TMAA�RTYPE.E NTAND �o . . E�MUXgTAMpERTRAE PRODUCBLM DISTANCE • • • •• � .• w. g SEE TAMES.TH�BHEET OANNUM eye a • • ;� No19 .�• • IMP 1•0•b1A•X••• • 2 • • • • ' q TVP.ANCHOR TYPE, X11 ANDEDGE t.. '.J o��'..' 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IWTALLATION e. 2.WOW mg=DwgOTEDOITHEBifETAS`17(.ARE W"(SNRiOSETOTALTt 19 LESS TYPEFw TYP.ANOMTYPE, SU OPTMAL.W-LUTCAMBEWrALLMOOMMYToSOUDt E.YY� DEP�TEDAS7JrATE11/1TI CCRORFA7ER AND EDGE INSTALLATPONTOTHEBSTRATEOFYIp WWXMTOBEEN DBYOTHERSORASAPFROVEDBYAUTHOR YHAY M O E� DIS1g, SUBBTRATE.OEETAME%THM3SHEET awjs ECTION. %t��1S.!D(OR10P.: VERTICAL SECTION a0ry�G' aPoRATTAt2imENTTOtoETAL.7LES7T6lCTlBiAO.AEMBER8E1A.i.GE OFnS02ETOPROV87E0RJL0.suPPDItTTOTOlEM4NAOWFRAW- '�'',��AL�i;`•` 4pFAPPLICABLE.LONpMMBMPRESSUREFROMW R NORMWMMWIAPPUESTOIiOLESYSTOkt A MAILLM&P.E PAOSM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• ••• •S WOOD •i• i :•• �' TY .._� OR f VIMM�E • e • •• INSTALLATION INSTALLATION ENB�hIENTANDEDOE Q (T O8TANCE PSL SUBSTRATE, • • • 2' : i •�{}i� TYPE J TYPE K SEE TABLE 1UdSTALLATK7N ••• AIS••- 1 IW EDGE OISTA=MM -+{ i� DISTA" am TYPE[ 2XWOODSUCKSTW vjadwradda • • • •• 2X WODo BUCiG81R� OR FRAMI'KT.� • • • • • • OR SEE NOTE 2..0M�T I • • • • TYP.ANCHORTYPE.I NTAND 3 •• • 8HItYl • • • • EDGE DISTANCE PER SUBSTRATE. 4 8 SEETABLEIB.TI�SHEET Email l USEDATD —Mqmm2B FRAME MEMBERS ONLY 11a�oaMAx 11 lam n P g 6 W 4 11 g I � VISIBLE LIGHT WIDTH= 8 HEt WU4'MAX 8I N 1'"' WINDOMBUCKWIDTH-2.314' '- a WIdDONBUCKWTH d• wee � VISIBLE INSTALLATION HORIZONTAL SECTION E-E O iL LK#IT TYPE L c WINDOW HEK#IT- SELF.t Xi SMSm Z E t3,$ � F o 2,W (�? A F U. TmSmwr TABLE 10 C KA EdvMpx.O.C. co ArmPON- tics x. •• z x. 1 F 21) g 2X WOOD SUCKSTRtPA� Q.T. P6re �Gnr S Z Q OR AMMOM 010 x 1• Sa•YP U18 ASB i+ NOTE2,THISSHEET 18 Sited Ot. p 8 �IWMAXSHIM MWAODAWAPPROVEDMUU�H (SEESEPERATENOAAAu,w4AY✓ ' �9THREADSBEYONDTHEMETALSUBSTRATE SI ,FR iOtSTEELSTUD. ext Deep SEESUMIRATEPROPOMM. .TI�SHEET MhSTALLATKNV TABLE 10 ``��tL,l I►I trrrr�i TYPE J .�� ONV LYNN Mm DISTANCE ��4?.• y l �� OWALLATION NOM vcE No.58705 �'c TYP. ID TYPE, NT 1.USE O LYAPX9iORSLISTEDONTHISSHEET.FOUDWE �� ilDISTAt�LINIM t� T AND EDGE DISTANCE PER SUBSTRATE,SO TAME 18.THISSHIOT 2•WOOD WM DEPICTED ON THIS SHEET AS-1r,ARE SIX=W MW TMALTHICOM IS LESSTHAN I-UY.U(YWDOD SUCKSARE -U OPT IF UNIT CAN�INSTALLED DItECTLYTOSOLO)CONICRM .WOODBUf9CS AS'MC'AREI IWTHIQCOtOREATER �A t INSTALLATIONTOTHESUBSIRATEOFWOW SUCKSTOSEENGINEERED BYOWER8OtASAPPROVEDBYAUTHORITYNAVLNG 'U STATE OF VERTICAL SECTION F-F ITgAI %'F''•FtoRloa.• ��''; aFOtATTAORffNTMMETAL THE STRUCTURAL&IEIIMOK4LLSEOFA TO FULLSUPpOgrTOTHE FRAUL �"7470NAI,W�G�• 4.IFAPPLWASLE.LOWER DOM PARE FROM ETHER YIOM MYOR MULL/PMAPPLIES TO WHOLE SYSTEM, A.LYNN MILLER.PE P.EA5" • • • • . • • Soo EDGE •• •i i • INSTALLATION TYPE M INSTALLATION EMBEDMENT ENT DISTANa • *O 2 • • • ••• FOR THISBNSTALLATONJ TYPE N INSTALLATION TYPE AA s• ..• • •. MoNLLr. THIS BISTN IATtQN MN ANCHORS MAYBE NNO 'METHODOILLY, �+— SHW •MONiETHANB"QC ° ANCHORSMAYBEN 0 1XVR70DBUICKUMSEE PRCOitCTBBVMD •ANORETNNNNN•O.C. . • • .. 2XVYOODBLTRB• NOTE$THISSHEET q.J?forMa • • . ORFRAMBNO.SEE x'. • DND eo • • . • NOTE 2.THISSHEET M i•• TYP.ANCHOR TYPE AND 3 •• • • $HIM • • • EDOE DISTAIW PER SUBSTRATE. .a Ce oN 4 TYP.ANCHaRTYPE S SEETABLEII,THISSHEET = .•i .i' EMBEDMENTANDEDW DISTANCE PER SIISBIRATE. •. NO THIS 11 SETABLEII.THISSFEET 3 177 DATF-:071=0 EDGE •�• USED ATCURVEDEDGE 1• 28 FRMNE MEMBM ONLY •. @%?fir O.C.MAX. '. OISTAWC£ �C7 11 PERANt2iOR CONCRETERAW co Q VVINIXAN 1:Eal>gs Hl 4 11 PERS err aMx sHe Nor ma2-w o •- EXTWOOR v INSTALLATION TYPE O HORIZONTAL SECTION G-G lie LINT HEIGHT. FOR THIS INWAtLATI uW1 p WO BUCK 7 A MAYSEND TABLE t1 MI O.C. F ci pY p qy HEIGHT- • THANB'O.C. A P.. UmumlN61. Soft Z M Z LL SOVAlaft 01287E9 AM1aNN44/088B.a•r AWWW w ad*S3 (44 SEE TABLE to P.T.Sodlom THISSHEET - Ng2aSVNl ISaretV(OS} mm Z A88&M 21 TYP.ANCHORTYPE, SIS• SEMBEOMENT RSEDGE SUBSSPIATE. 10 UV410SS Conomb f+.3.88 kob 1xZ SEETABE11,TWA SHEET Cmwtat. 288km I r Saw 12' � $ S ri14'MAX&8M �B DARE APPROVED 88 2112 1318' 12' Z "1 (SEE SEPERATEN04ALUMINU . vcMWLamm 2tf2' b1J� Z STEEL FRAMING ORSTEEL STUD, ted 2- w ii Sm SUBSTRATE PROPERTIES. Cam 3 8 1r� Y1 w8t L. TABLE t1,THISSHEET 8118.8VeM LomwimAmmom 1 INSTALLATION -fIXVVQODSUCKSTW. MHwOF3THREADS BEYONDTHEMETAL RATE ��1t111 rrrrr�r TYPE N SEE PX>1E 2 NIS&IEE7 � Ax LYPoy �t. •. INSTALLATION NOTES:EMSEDMENT •e S �• •i• I.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE VIST'ANCE LWBTS. .38705 2.WAD BUCK DEPICTED ON THIS SHEET AS•1X•.ARE BUCKS W}IOSE TOTALT LESBTHAN btPr.1XVR>OD BUCKS A •� � OPTIONAL IF UNIT CAN BE INSTALLED DUMMY TOS"CONCREMVMWBUCCSCEPOMASWAREl-UrTHI:KOROREATQL _ ►S•.,��` INSTALLATION 70"SUBSTRBATEOFVMODB�YT�OiB BY OTHERSORASA OBYAUIH�IYHAVM %,n OF i tBkiE T .H TION. :C��i�.AZ ...... VERTICAL SECTION H-H g�ATTACHMElNTTOMETAL.THE SI�TURAL&ffA�R8MALLBEOFASMTGIMPYMF:L SUPPORTTO7MVVM 1FRMSc 11?NAI�� 4LIFAPPLI�E,LOVR3t PRESSURE FROM EITHERV WORMULLWNNCA STOY&IO.ESYSiEK A.LYNNA L1ER.Pa P"Wm •• •• • • • •• •• • • • • ••• • • • • • • ••• • • • • ••• • • • ••• • ••• • • • • • • • • •• • A88EAti L'g FOS__ • • • ASSEMBLY QETAILSS FLANGE&EQUAL-L G FRAC• ••• •i• ••• FOR FIMPROWMrROM FRAMES •• • • w dwFh.• •• ••• •• as Aa Cab Nell •• �•� • w :• • DRIP 9 ••• i i • iJrMO:A6 .Y �` 1FRAWASSEMBLY I FRAlaASYNO THS S 1 � � 1 10 i t 10 1 ALAXORNERSTO j ALLC USE GASKET I TO ANDORSEALANT 1 iUSEeAVW ANDIOR SEALANT to t:QtMUMFRAME 1 FLANOEFRAME Jry ' t FRAe0R EQUAL-LEG FRAME M TEM FRAME WITAMIDEXiFRAMNR4 JN �$ O ANDEXTERIORF V =EE � !!S FLANGE FRAME (S*OM"0RCORNERKMAT (SHOMOORC KEYSAT QSCREWBOSSES.SEALANT ATALL CORNERS O SC BOSS SEALANTATALLCORNERS ( O X Q �z 'u Ci zmoo ass Z- -�� tea• ..- aer w.— Qz az $ o y p o TABLE it .074 AW 014 OBP .074 .OBE• g am PoTpart# Deeolpotwt VAN" 1b74 488• t t w 0 t 4263Q Flmged Farms Akron 6089.76 t a�L Akn 6812 42K — -°- "ams z Gz aS 3 4288 kdegal Fin Ftl Akxn e083T6 FLANGE FRAME 2 ,RQUAL-LEG FRAME �— Awr 5r 4 4265 71WLard.Oka Seaft Akron.6083.15 #42M. #4285,8083-T5 itl 6 4284 La Gkw Beeft Ake&6 3.15 $ FIN FRAME No 6n 4270 9 an Fastener Cam Akan.6083.16 O #4268.8089-T8 430' r+AT 6D4224 kst m onFWM Cmw FWdPVC 10 706680 QmW(d SO' to kkae) PagPoBf re 11 TFC Bu1bWe ratdp Fled P1lC Dlao N .els �` 4S: LICEIys�•4F� 13 Doan 669 GE 770D SUkxum a Ewk 20 MM Bkxk,Maros 3+15 x m6"x 4° Ftaopnene,F]w�+�- �u 21 MOM D a 3118°x 43132 x 4 Nsoprerlw,oa n M• LliW LAW UL GAS$ 22 GLASS BEADING BF 7 R vER E bx� Spww EAMING � � r • �i 28 x Mw fl1 SMS O #4266.8083-T6 \✓#4254,8083-76 #4270,6063-TS •. 90 78" x1"QuadPHSMS Shkhss&eel �'%SJ�A/ALit, ,10�• A LYNN MU.LER,RE P.ESBBI� a � NIAM Ml'AMI41)ADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 saCA A6=209 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADWRISTRATION DNMON T(/"315-2590 F(796)315.2599 NOTICE OF ACCEPTANCE {NOA) wwwmi&nidadegov/=nom. PGT Indushrles,Inc. 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 REP,Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction(AM. Ibis 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.N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such toting 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 approve as described herein,and has been designed to comply with the Florida Building Code, including the 1fighyAQc#y Hurricane Zone. L11SCRIPTI0 :Series"FD-101"Aluminum French Doors tivlwo Sidelites--L.M.I. APFROVAL DOCUMENT:Drawing No.11�3-1 Rev E, ' "Alum.Frenc Door&Sidelites,Impact',sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215,prepared by POT Industries, 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 Expirat- Miami-Dade Co Product Control Section. MISSILE IMPACT RATIN •Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX door or 0(sidelite)shall control. 2. AllUviftted glazing options(glass types,A,B,C.D&E)must have 3/16'IIS glass at interior side. A"Me,'Ultrac&#Miner Tapcon)to be 4"OC into Cone.and 6"into CMU{jambs). .� Unli m*wing henna,*#69,69,75-89 and 100-102 in Bill of Material are not part of approvals •• 5. Appligable Egre:rWjirement to be reviewed by Building official. •••el ABE�iI�N&-Ach pait shall bear a permanent label with the manullwtur es name or logo,city,stato and series and ••Mlowidg statement:6'W[Wi Dade County Product Control Approved',noted herein. . *ENEW.AL•¢f this tjoX shall be cxmsidered after a renewal application has been filed and there has been no change •...Whe applicable buildivgcodo negatively affecting the performance of this product. •:•*TURMINMON o'ftlils WOA will occur after-the expiration date or if there has been a revision or change in the .:..materials,*up,and/of raa'�ufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales;X4vgrtising 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 elate may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the mangy or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0516.02 and consists of this page 1 and evidence pages E-1.as well as approval document mentioned above. The submitted documentation was reviewed by I^aq L Chanda,P.E. NONo.15-052&U Bagtdration.Date: Approval Date: July 23,2015 �� .Page I S t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed blow) 2. Drawing No. 11005-1 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by POT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS(Submitted under files#12-0516.02/#11-1013.22) 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL- 6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E. 2} Test report 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 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL-5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214(5«Edition),prepared by POT,signed and sealed by Lynn Miller,P.E. .2. 9 e?lazing complies w/ASTME-1300-02,04&-09. :•••13. WALITYASS URANCE •;•••• Miami Dpde Department of Regulatory and Economic Resources(RER). ""%. :MATERIAE CERTIFICATIONS •1. hoticelcr;A.*Rceptance No. 11-0624.01 issued to E.I..DuPont DeNemours&Co.,Inc.for their "DuPoaelte*PVB Interlayer",expiring on 12/11/2016. • 2t Notice-a�-Aveeptance No. 11-0325.05 issued to Solutia Inc. for their"Saflex(clear&color) .'.'luterljN&:,txpiring on 05/21/16. . .. .. ':..-F. STATEMENTS 1:'Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest, prepared by POT,dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0516.042,expiring 10/18/17. 2. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D.Gascon,P.E. shaq I.Chanda,P.E. Product Control Examiner NOA No.15-0528.24 Expiration Date: October 18,2017 Approval Bate: duly 23,2015 E-1 1 NOTES:OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) ..may 1.GLAZING OPTIONS: tC-oSu'Ly A 3+8'LAMI NOM.(4029 CONISTMIG OF(1)LITE OF 118 ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFID M EPSAM MAMMUM PLUS(1)LITE OF 3H8 HEAT STRENGTHENED GLASS. B.3V LAMI NOM.(.4029 CONSISTING OF(1)LITE OF U8 HEAT STRENGTHENED GLASS PLUS AN.000 PNB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS(1)LITE OF 3118'HEAT STRENGTHENED GLASS. Q 711W LAMI NOM.(.4859 CONSISTING OF(1)LITE OF 3KW ANNEALED GLASS PLUS AN.090 PVB INTEmAYER OF DUPONT BUTACITE OR SAFLEXAGEEPSAFE MAXIMUM PLUS(1)LITE OF 3118 HEAT STRENGTH GLASS. D.7N8 LAMI NOM.(.486)CONSISTING OF(1)LITE OF 3H8 FEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR � LU MAXIMUM PLUS(1)LITE OF 3118 HEAT STRENGTHENED GLASS, E 13118"LAMI 16 NOM.(.84tH CONSISTING OF(1)LITE OF 3118"TEMPERED GLASS,U4`AIRSPACE,(1)LITE OF 118 FEAT STRENGTHENED GLASS PLUS AN Ao PVB NOA DRAWING MAP INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURSEE TABLES 1 AND 2 ON SHEET 2 TOPIC SHEET ES: GENERAL NOTES.-.....-1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS......._.1 (Y 3.CONFIGURATION:X,P.)K XO,OX,1000.OXX,OXO,AND OXXO. GLAZING DETAILS...»....»1 If-31 to 48 4.ANCHORAGE THE 33 I=STRESS ISE HAS NOT BEEN USED 1N THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES.....2 (t r SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATION....»»....»»._ 3 REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS__—4 J 5.SHUTTERS ARE NOT REQUI ED H�I{L SECf10N.........» 6 •o- a � 8.SEALANT:INSTALLATION SCREWS,FRAME AND PALL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS EXTRUSIONS»...»...._ (o ... 8,7 N � O 7.REFERENCES: ATEST REPORTS FTL-4984.6212&S884;ELCO ULTRACON NOA`S:;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE•»•^..........»8'10 T. DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,IdCLUDLNG THE HIGH VELOCITY a GLQQ77 N HURRICANE ZONE(HVH4 GLASS ABBREVIATION a z *CONFIGURATIONS W UCH CONTAIN A SIDE LITE TO DOOR CONNECTION: Lu AN.=ANNEALED A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED B.FURL LENGTH R13NFORCEYIENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 4 I REQUIRED ONLY AT ALL.DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED TABLE 1.,SHT.2.REFER TO TABLE 2,BHT.2 FOR DOOR TO SIN:LITE CONNECTIONS WHICH 00 NOT REWRE REM 22 REIWO;ICEMENT. r C7 93 93 91 N 90 lia- 30 30 30 73 74 11r GLASS SITE ?•� 1/2"GLASS SITE 112•GLASS SITE 4 � 946 118 AN.OR 3118 AN.OR 114'AIRSPACE 3118'HS. HS.GLASS 3(18"HS. HS.GLASS 3/18 HS. ••• 1401 T& • i • (GLASS `�t� ( .090 PVS INTERLAYER GLASS .090 PVB INTERLAYER GLASS •• •i •• •• �% ..•a �/�'.. DUPONT BUTACITE (DUPONT BUTACITE OR StM AFLEXfltEEPSAFE 9AFLEXACEEPSAFE P08 • • • 1l8'HS.GLASS 13(18 NOM 6d:q 4 MAXIMUM) MAS) 318 NOM. 7118 NOM. fllAgS _ t�-Z- 000 _ GLASS STACK GLASS STACK • ••• • ••• STACK • +; i ai .. r :Q_ 3/8°LAMI NOM. 7/16 LAMI NOM. .. 'C�/1�" AIDC NOM. ,oy.. �k•: a GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 ... . .MING CeTION-E,NOTE 1 %,'� i►t�`�'pf�%.` . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS `. •� loft APPROVED CONFIG-URATIOAB:XXX,O.OX XO,OXO,XXO,OXX&OXXO NOTES: (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: `? REINFORCEMENT IS REQUIRED AT DOOR&SIDE LRE CONNECTIONS A.3W LAIC(U8"A,.=PVB,311("HS) DOORS WrH GLASS TYPES 4 8,C D OR E B.318"LAN(Vff HS,.080 PYB,3fiC HS) C.7n8'LAMI(3V18"A.AD PYS,3118°HS) HEIGHT D.711W LAMI(3118'HS,.010 PYB,3118•HS) X VWTH XX WAIDT 8e " _83 3/4" 873/4" 91314" W-96 3W I-i3MW LAMI IG(3118°TP,iW AIRSPACE.IIB'H S-090 PYB,3MV HS) 3° 37112" 8° 71 +75.0 75 0 75.01-R01+75. 5 0 +75.0 Lu -75.0 +75.0 -75..0 +75.0 75.0 2.COMBINED DOOR&SIDE LTTE WIDTHS FOR TABLE 1 OR 2. V- O vwDT LE SIDE LITES IAATH GLASS TYPE A MAX.OXO WIDTH 001/ra 73 ' MAX.OXO W�7H�+10812" � Q 273/4" M-75.0 0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 MA XXOIOXX WIDTH 107314 n• MAX.OXXO WIDTH=143 3t4 48 381/S' co- 0 -75.0 +71.471.4 +87.8 -87.8 t 842 fi4238 314° 9 -74.91+70.4 70.4 88.8 .8 +831 -83.1 SINGLE 33 518 WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841 -� p WIC OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQIHREN�TTS OF THE V- SINGLE SIDE LITES VATH GLASS TYPES S C D OR E FBC. NARROWER DOORS MAYBE USED WHERE EGRESS IS NOT REQUIRED BY CODE. j 314" 75.0 75.0 +75.0 75.0 +76.0 -75.0 +75.0 75.0 +75.0 75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN�COUNTY. co p TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 8 EXAMPLES OF COMBINED DOOR AND SIDE LTTE DESIGN PRESSURES 00 LLO APPROVED CONFMRATIONS:OX XO,OXO,XXO,OXX&OXXO EX A FROM TABLE 1. MiE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A S REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 31 WIDE x 90 HIGH SINGLE DOOR WITH 28•SIS LITES GLASS TYKES A,B C D OR E DELI PRESSURE=+87.81-67.8 PSF HEIGHT EX.B FROM TABLE 1. Z1-u OXXO WITH GLASS TYPE A IL �' X 1AADTH XX WAADTH 8B-79 3W 7a-83 314" 87 314" 913W 8°-95 314" W WIDE x 85"HIGH DOUBLE DOOR WITH 38 IM SIS LITES }a Z o URE 2° 2512" 4° 47314" +58.6 -58.8 +55.4 -55.4 +52.4 -52.4 +49.8 49.81+47-41-47.4 DESIGN PRESS =+70.41-70.4 PSF s N C9 d 2712" 51314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 46.5 +44.31-44.3 EX.C FROM TABLE 2 W G OXO WITH GLASS TYPE C 29112" 55 314° +51.7 -51.7 +48.8 48.8 +48.1 4$1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314 HIGH SINGLE DOOR WITH 28"SIDE LITES 28 3112" 5° 59 314" +49.0 49.0 +482 -48.2 +43.8 -43.8 +41.4 -41A +39.3 -39.3 DESIGN PRESSURE=+4&81.43.0 PSF E � 3312' 8° 633/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. Oxxo WITH GLASS TYPE C 3512° 67 314 +38.1 38.1 +38.1 •38.1 +38.1 •58.1 +37.5 -37.5 +35.6 ,35.8 83 3W WIDE x 80'HIGH DOUBLE DOOR WITH 24 SIDE LITES DESIGN PRESSURE=+4&11-4&1 PSF 30 371 $° 71314° +34.0 34.0 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 34.0 d WIDTH Rid GLASS TYPES A,S.C.D OR E 8.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1.WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LTTE 103W +75.0 75.0 1+75.0' 75.0 +75.0 75.0 +76.0 75.0 +75.0 -75.0 CONNECTION SEE SECTIONo",40W"ROR fVM*WtQEMEK 12314" +75.0 -76.01+75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 ` • i •.i i i i i i `��1N u+tJ��' SINGLE 19" +724 72.4 +88.5 -68.5 40.0 -65.0 +81.9 -61.9 +59.0 -69.0 .. ... .. • • • .. �,�; 2; w SIDE LITE 21314" +84.5 -64.5 +81.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -524 __ ? S : 27 3t4" +529 -529 +49.9149.91+47.21-47.21+44.7144.7 +428 -428 • ... • ... • • _ :,�, a r O , 381/8" +36.2 35.2 ZI +352 -352 +35.2 352 +352 -3.5.2 +34.4 -34.4 • • • • • • • • ,. .� $ i�� .. • • • • • • • • tjj' ��d 363W +340 -34.01+34.01-34.01+34.01-34.01+34.01-34.0 +34.0 34.0 ..i �� i.. i• •.• 90* e 9�..... � ��,yH ..... 0`�� • • . • • • • • • • 731/2'MAX.38 3/4" 38 3/4' 1081/2"MAX 36 Wr 35 314° 1433/4"MAX 38 3W l tOr?� r.— MAX. MAX MAX. MAX. ..._SEE{OTE II MAX LAM 49 JAC 41 49 N w X, MAX ° E -IE Ef E Ef, E E� E[ �E �- 1 Q ,X O _O ttdAC 0 = p F- co W SEE NOTE 4 as 1 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4If' SEE NOTE 4 W O OX OR XO OXO OXXO 41 "' 713W MAX. 30 3W � � 9 MAX. xv (� -37112" 24 9418'MAX. 33 O'MAX. U w 49 MAX 49 41 G N HT. w w «� Tw. 95 314• 1 MAX 84 318° o') + MAX % MAX _ ODL HEIGHT =HEIGHT-11318" 6 40' DLO WIDTH W =DOOR WIDTH 1216118" (rYPJ ` L c F(' F DLO WIDTH We=DOOR WIDTHM-115M8" J1 . . .. X AC . �' 1NAC � �• • • • • i i i ir X A-F-J DLQYTnDTH �WIDRI�11flP :': •. �• NOTES: 41 4 o� 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • •.• • •.• • • z: a 2.FOR FKMIZONTAL AND VE12TlCJLL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • • • • r:� a� � 3.SIDE LTTES OVERLAP I(AND"DOORS BY We WHEN TO MAKE NO'.©X,`OXO'UO',LXX'AND,UVO'CONROURATKX49. • • • • • • j 2 •• • • • • • • • • Y G! 4.FE WF RENT LOCATION FOR SIDE LTTE TO DOOR CONNECTIONS(SEE APPLICABN iTY SHEET 2} • •• • •• s • • • ��20''•., ki 6.CLEAR OPENING FOR 7C AND 70C DOORS AS FOLLOWS(°X'DOORS s WIDTH-8.848) (30C DOOR DOOR WIDT1112.4.079) ••• • ••• • • • '� 1,yy'• '�Q ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 3 40 ExrEwoR a�TE � Cq 10 1 2 60 to w 37 64 AT ,uvae 0 $ Q 65 AT SLUJAW QXAR-CMORED EXTERIOR NdTE SEAUWr � � O ® 63ro P6 0 9MAX MAX � MAX �Ax s 62UTE z lwwco z HEIGHT HEIGHT o SL VIEW G—G •c3 61 CORNER ASSEMBLY •e •e• . . . . . .. 40 •• ••• •• • • • s• 4.489 %A DOOR SECT.A A SL SECT.B-B . . • P �i 13 •. . • • . . • • • �''. :'�:a VERTICAL VERTICAL •• •• °y • • • • • • • • • • MAX""WOM X15: • N w P F MAX � P DLOVC SECT.C-C D1O 31 35 36 34 44 HORIZ. 46 45 5 32 20 w o MAX.W WIDTH u3 U. N z °s 10 to w w � z WTERM coU P P Q }to P DLO 'X'SECT.D-0 QR 46 21 5 HORIZ. w 13: 67 SPACWM SAME AS I+-MAX SL WH 1 JAMAM (SMSMT87,8AM9) MAXSL WIH---■^j 62 $ • •• • . ..• . ............ ..9 a t, -* +i SEE TABLES 1 AND 2 ANDDW " �NOTES ONSHEEiS 1 ai 2 • ••• rc';O RTk F�APPLFCABH RY S •SEC F-F SL SECT.E-E 62 � -� HORIZ.(DOOR W/SIDE LITE) HORM(%l&bLI:.SIb&bTE%. • .�. ;•; °y4;�• p¢p�`��'d • • • • • • • • • • • •• •• • a • •• •• I owes PCiT# DIBCRIPTION DWO# POT& DESCRUVrWN 1 043B 80411 FRAME 8Q0D 85ELITE HEADER 2 1 WSTP.,Q-ION.190 .378 61 921D SILL 3 7070 87070K BULB WEATHERS tRP.187 X.300 82 1 LITE JAMB 4 986 F T 81RICEPIATE 83 1166 781P A 9 X 1.000 QUAD PN SMS �"' 8 938 7838X 2 PT TE 84 888 HEAD ` 6 7lM8A FRAME P TE 85 999 7999 SILL 7 7832X12FPXP X.600 PH.FL.MS-SLS. PATCH 86 934A 841M JAMB ADAPTER 8 810 709!0 GASKET(BETWEEN & JAMB 87 METAL SCREW 9 9n 0M GASKET(BETWEEN ) 70 128M BLOCK,3132 114'X 1'W/PSA,85+1-5 OURO. Q N W 1 8 FILLE 71 1287K 8E17�IG mom,1h8-X 1 X 1° �85+15 DURO. 11 110 11000M THRESHOLD 72 84222 Th8" I- 12 1870 871870 TP .960 RDF T 1 73 8988 BEAD,318- O d 13 11004A 110041A OUTBWIN(i THRESHOLD CHANNEL 74 40878 84087 BEAD,1 18- I 14 11001A 11001A CET SPA .088 E 90 14 'DURASEAL 10 SPACER 16 11 11002A ACEI SPACE .095 N.�CT1ON 91 8IP7A8 BULB,THIN ED IN EXTRUDED BEAD) N 18 11 11004 CETAL SP .140 HOUSE RECTION 92 988 84888 BEAD, Za 916D FRAME JAMB( ) 93 1224 7 BULB,THICK IN EXTRUDED BEAD 85+1-1 DURO. ..1 21 1010 .190 X.375 HIGH 94 GLAZING SILICONE,DOW 898 OR 883 N LU C eras 88808M REBVFORCEMENT,1.00X2 X2.780 X MOM 8081 TS 95 GLASS. 1-1 A,.90 PVB,3 MW HS 23 1140 78X112P8ATS X 1.500 SQ A 96 GLASS,30-LAMI-118"Hs,.90 PVB,3118-HS 35 LL 24 1 JAMB SCREW COVER CAP 97 GLASS,7118'LAMI-3h8-A,.90 PVB,3118-HIS N o6 O 25 930 41721N OWE-PLATE INSERT GLASS,7h8-LAMI-3118-HS,.80 18-HS �oo tD 25 1718 71QX34PFA #10X.780 PH.FL SMS 98 GU133,13/18"LAMI K3-X18'TP,11c AIt3PACE,118'HS..90 PVB,9118'HS Q 7070 870M BULB TRIP.187 .300 HIGH 10.9!=SHELF DEAD BOLT LOCK V F � � 910- 8910 DOOR PANEL,TOP&BOTTOM RAI. Z Lu Z �I Lu 31 911E 8911 P RAI 32 91T 7FRM0 HIM EXTRUSION 33 1178 71058FP W,B 0X.825 PH.FL. � � � 34 913A 60378M TRUSS CLAMP 35 1130 5118-18 THREADED ROD •0�- ° 38 980 7WWTA 6118.18 tU (L 37 4A CHANNEL 13 OUTSWING THRESHOLD 7834FPT X.78 PH.FL.TEK 1101 U -d CHANNEL COQ 39 987 0987 GASKET P PANEL fg,69f--SR �T8 40 1029 8711246 {HSTF.,.187 X.280 H, 1 108 1720 8LiDE BOLT Y. THE PANEL ONLY) 42 1148 78 12-FPAW .500 P BDS Al` 43 1212 SILL DUST P PNQ 44 SM 8983 DOOR P 6AL i 45 � era R PANEL 2 46 121 ,Q-L A X.200 47 928 74UBLOK SUPPORT Y. 1707&41 w. p i ••• 48 1139 7834 .7W PH SMS �jov 49 FD2PTAY 2 PT L ASSY. ��` ;c, Nj50 8R180F3 S • • • •• �� .� ' 51 930 41721 OVERT ONACTIVE • • g`>�•;av�eir ° 7F DED81STE PLATTUBE MULL 931 60Z T1PFA0X.7PH LS • LO53 1118 • • • 54 967 70967X 1HANDLE-STME PLATE ••• i • •• i • ••• i i ;�> �"n 55 1118 710X34PFA LgiC X.780PHFL SMS ••i i• i•• i• ••• ••• �� ••.•.••.••¢D'ek y•. ••• • • • or • j • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • aK WOOD SUCKSTRW INSTALLATION INSTALLATION ,. OR TYPE O TYPE F EMSEDMW tx EMBEDMENT SMNOTEa.TMM*U .v''• INSTALLATIONjj tt4•AIAK : EDGEEDGE INSTANCE PER SUBOMIE, FRODUCTROV11118101 E L -�-I aB1E DW fiaa Fbdds BSE . .v' 8 OffiTAPKIE Pb �1t4'6111X } a ,� laeao a 4 � ;•o. SYP.ANCHORTYPE, f F A7=3 EMSEDMENTANDEDGE i ' `• 11 DISTANCE PER St SOMTE. 11 A SEE TABLE 9.TM SHEET €] USEDATUMME� ��:• .•• 4 28 PRAAtE t ONLYVISIBLE•� V �WOM 6 X11-T�'OC WOC 1AI tBUICKWNTIi-Y3fd' •' ••� PBtANCHOR W�OAI KMWIDTH M a SUCK HORIZONTAL SECTION HEIGHT IAP MAX fj ala STM SELF4)R1LLM SMS VISIBLE (O TAKEs d LIGHTd TMSHEET up ! x Atrohx t fta $C � SUCK zsra' INSTALLATION atsereaawesaooaaaw NV d Q TYPE H O t if € 6t2atet4staetso�►N� WAAW)ADE APPROM MULLION 1W 410 88 Cxld%s � SEPERATENOAbAU1WJN Cates 8aaiw� r 1.m t2 Z at STEEL FRA1ON OR STEEL STtw. g tr o B SEE SI BOMTE PROPERTIES, v4'sleet thea• a v b TABLE•.THIS SHEET $ 114'MAX BHBAcomw tN1s'ftd is •6181.OF3THREADSBEY THEMMSUBSTRAM 1XBUCKSTW. 1 SEB NOTE a.TF m*u •• 900 • • • • • •• `��` .......... ••i•• CONCWFEM • •• :0: •• • • • • • 05 EAMEDNHJT �' ANCHOR BdSTALLATtWdNKTTE3: • • • • `: •v• REOUN'T • • • • • _ NIo.58% ' y:. l.USECKYANCHMLUMONTMOM.M&MEMIASMAMEftE&87LAMLONM ZVMOBUCKSOEPIOTEDONTRW SHEET AS'tk'.ARE BUCKS MUM TOTALiNaWSSIS LESS THAN 1-M1l2,1XWOOOBUCKSARE OR ^'n �( INSTALLATION IFtDBTCAN BE @ISTALIEDOBtECT1YTOSOLfDTE VI�ODBUtGt8A8`?J�AREt-1l?THIYCtGtEATER !x1 j, 7 • �j :1Y • yTYP.ANgIORTYPE, T TYPEF Dt,4'TANM ANDED09OISTANCEPER WTALLATONiTOTHESUEBTRATEOF"d"TOBEENOMMMBYOTF*RSORA BYSMOR"HAVBKi �� •. � TE OF SUSSTRATE.SEETAME%THISSHEET • • • • i i • • • s'•..... VERTICAL SECTION D-D •• �f�""� � �ONAI r ,•• a FORATTACHtt11WTO LWAL•THE STRUCTiIRglyfElr<BEQ&ML OCtf AIEJS i Di i-`StBrP�tTTOTHE WBtlDOW FRAIIfE ••• • ••• • 4.F-APPLMJIBI.E.WMMDTAPRESSUREPRMETTHMMM=ORWlUMUAMAUTOWH=SYSiIBrI. A.LYNNtBI JMPE. P"SM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCMA TYPE EMBEDMENT AND EDGE � EDIT aA T INSTALLATION INSTALLATION0WANCEPERVJWMM_\ 0WANCEPER TRATE TYPE J TYPE K SEE TABLE 10.TRS SHEET INSTALLATION c^, EotE D i iwmAX EDGEDWANCE +{ DISTAD SHS TYPE I ZX WOW BU TRlP 2X WOOD BUCKSTRIP nmw 1t4•MAX F TYRANCHIDRTYMEMIOWENTAND 3 SH M EDGE OUT•ANCE PERSUBSTRATE, 4 S SEE TABLE 10.IM SHEET EMBEDMENT a T 11 3 EMBEDMENT DATE:071=5 USEDATCURVED 20 FRAME MEMBERS ONLY 117ff O.Q MAX. rt s Q < 4 Wmmm 11 V cV BtJCiC 1�8<LELIGHTYVIDTH a b HEIGHT 1Fa'ewc sHeM WRIMBUCKWIDTH-2-W r- Wa�Waucccw�Tr+ w6 INSTAU AnON HORIZONTAL SECTION E-E zMax LX�1r A TYPEL _ 10 W _ SUCK #16STE9 o p g yo H WI- �S M.R a-Z D: .. PQ Q THS SHEET TABLE 16 -I AI§I MOX.O.C. a aD AaWW Sites• mdwm -SWAN Mir 13131 P.. 2.4?x.1 'Omiettml a P.. 21 b OR RVAIMSEEd10 x 1. 8aoxvP T$fin Pere z WilrAMIRM &W NOTE 2.TM SHEET Or p b ll �V4'� WAAm"MAPPROVED SSA-LION 'NI?.OP37HREADSBEYONDTHENETAL TRATE. I�yLS STEELFRAMOSOARS1EEL TUD qNt •� SEESUBSiRATE . IVSTAU LAnON TABLE 10."8 4EET ��y TYPE) LYtdlyt t t tai •• ••• • • • • • •• �` .j. .MQ MW STANCE • • • • • • • • • �` 'y laEttlS�c' BIST/M.IATXkI NOTES: ••• •i ••i i i i•i •• � ti'r NO.58mEMBEDho •,,Y TYP.ANCFi�tTYPE ElSNT 1.USEYANCHORSL151®O�ITHISSHEiTiF�LWITT• IT AND EDGE DISTANCE PERy .� &JOSTRATE.SEE TAKE",TW 3SI1E£T ,T, S ON TM SHEETAS'1X'.ARE BUCKS WHOSE TOTAL THXZ 0 LESS THAN I.Jr.JX VmW WXSARE :--u: 4C�'y Ir �ti �TIOrIAI iF UNR OAN BE it�7AU ED DIRECTLY TO SOW CoNCMiM-MW 81XM DEPMW AS'ZX Atm 11PCTHXSCOAt CbtEATM )}1. /i S' ORALtATXkW'aMSUBSTRATEOF MW OBEENa6JECREDBYOnnORASAPP BYAUTHORITYHAVM :U�.• STATE OF 1tERTICAL SECTION F-F JAVSDWTM . 3 1 ATTAIZi1 TO NETITE gT• RA• RBE A ib•• • �• RTTOUSVMC RW- ,,,fgNA 0 iii 1 4,FAP1M.E.LOWRMMMPRE1 FR(OWNERMMW W% TOWHOESM 1 1 A.LYNN tMRIER PX P.E388708 • • • • • • • • • • • •• •• • • • •• •• TABLE&-X DOORS TABLE 4. (LX DOORS TABLE 5.0 SIDE LITE TABLE S. &OA TABLE T.OX0,XXO OXX APPRQVW ANCHOR TYPES: (ALSO�C C)OOR OF &O &• ' 1.VV ELCO TAPCONS .ter a..ts w. GLASS TYPES A.B.Ce Q E GLASS 7YPE A B C D,E GiABB R B Q 4 E OIA�Tt'PE8 A.B.%4 E GLASS TfPEB A,B.Q Q EA"01"WPE ANCHOR &SUBSTRATE 2 3, 1 SS4 CRETE-FLEX gi�glpA 23 i 12 t 8 Z3 +2 t 23 YwDOn 1 t v1AooD 12 tAt� 1n sO�I�IRY IOADZONES DOOR N M LOAD 9 U7YIDZtN�ES 0oORwI)� LOWEDNEe LAtl►D2At8:8 3 0928CREW$(G5) M "R_ nor-47. 'YT`-1a '7r-2fi 'x- TO 37TO 71. TO 38• TO 37 TO 37.1104.ENCIRCLED ANCHOR °d w �t [j (u 'W-47.71 �t QUANTITIES IN TABLES 4 52 C4 U,J ;¢ a j a s $ a [n a TO 71. AND 7 PERTAIN TO THE r rEXAMPLE ANCHORAGE SOLUTION ON SHEET S. BUIE N r VMA H x HT. X '; '3 WIMH x HT. Wim x Mt. O O YI�TH x HT O O x O VAMH z HL O x ' o 2&60 x79. 5 2 7 4 2 3 47.76 x79 4 S 8 4 ,2 3 10.7$X79. 4 1 4 1 10.75 x78.7 4 2 4 2 10.75 x79. 4 2 4 2 Q' p 83 b Z 7 4 2131 0.i. 6 4 7 1412 S 83 d 1 4 1 83. 4 2 4 2 83 4 2 4 2 I O 87• $ 2 7 4 2 3 87. $ 4 7 4 2 '3 87. 4 1 4 1 87.7 4 2 4 2 gE 87. 4 2 4 2 w 81. 6 2 7 4 2 3 91. 8 4 7 4 2 9 81. 4 1 4 1 91. 4 2 4 2 X8 91. 4 2 4 2 0 96 8 2 7 4 2 3 $ 4 7 4 2 3 4 1 4 1 86 4 2 4 2 85 4 2 27.50x787 $ 2 7 4 2 3 61.75 x 79. 5 4 7 4 2 3 12.75 X78 4 2 4 2 12.76 x78. 4 2 iQ 4 2 1275x79. 4 2 4 2 L1 V1 tl 83. b 2 7 4 2 3 83.710 4 7 4 2 3 83 4 2 4 2 89. 4 2 '4 4 Z 'J 83. 4 2 4 2 O od O 87. 6 2 7 4 2 3 87.7 6 4 7 4 2 3 8T. 4 2 4 2 87. 4 2 4 2 87. 4 2 4 2 w 91. 8 2 7 4 2 5 91. 5 4 7 4 2 3 89. 4 2 4 2 91. 4 2 �. 4 2 F. 91. 4 2 4 2 ?� N 6 96. 8 4 7 4 3 6 95.7 4 2 4 2 S6. 4 2 4 Z 4 2 4 2 g 2850 X7&74151218 1412 3 X78 x79 5 4 7 4 2 3 1800 x�.7 4 2 4 2 19.00 x79 4 3 4 2 18.00 x79 4 3 t� W 83 5 2 8 4 2 3 BS. $ 4 7 4 2 3 S3• 4 2 4 2 83 4 3 4 2 83. 4 3 W 4 2 O= a Z ST.M28 2 5 87.7 5 4 7 4 2 S 87. 4 2 4 2 �. 4 3 4 2 87. 4 3 e 4 2 Z 47 Q LU 91. 2 5 91. jr- 8 4 7 4 3 8 91. 4 2 4 2 81. 4 3 4 2 91. 4 3 962 8 86.7 8 4 8 4 3 5 �. 4 2 4 2 4 3 4 2 K 4 3 4 2 31.60 x797 6 2 8 4 2 3 0.75 x79 $ 6 8 4 2 3 21.7$x79• 4 2 4 2 21.75 x78.7 4 S 4 Z 21.78 x78 4 S S3• 6 2 8 4 2 5 8S. $ $ 8 4 2 3 S3 4 2 4 2 83 4 3 4 2 83 4 5 1 4 2 UJ S7 8 2 8 4 2 6 87. 8 6 8 4 3 5 87. 4 2 4 2 87. 4 3 4 2 B7M4 3 pp14� 4 2 o 4 91. 6 2 8 4 2 5 91. 8 8 8 4 5 5 91. 6 2 4 2 91. 5 3 4 2 91. 5 3 p 4 2.9 v 95. T 210 4 2 $ 6 5 8 4 3 5 86 6 2 4 2 96 6 3 4 2 90. 8 3 4 2 3360x78.7 8 3 8 4 3 9 8378x78 $ 8 8 4 2 3 27.78 z 7& 5 2 4 2 71.78x797 $ 3 4 2 2775 x79 6 3 4 2 83 8 3 6 4 3 b SS. 8 $ 8 4 3 6 83• 6 2 4 2 SS. 6 3 4 .1 007 6 S F 4 2 F � �' 87. 8 3 8 4 3 6 87. 8 5 8 4 3 B 87. 6 2 4 2 87. 8 3 4 2 87. fi 3 4 2 91. 7 3 10 4 3 5 91. 8 6 8 4 3 6 91. 6 2 4 2 91. 6 3 4 S 91.7 8 3 4 3 g d 95. 7 3 10 4 3 5 95. 7 8 10 4 3 8 �. 6 2 4 2 96.7 6 3 1 4 3 98. 8 3 4 3 6: 35.60 x 79 8 3 8 4 3 S 67.75 x79. 6 6 8 4 3 6 38.15 x78 8 3 4 3 38.13 x 79.!S!4 f 4 3 � 36.13 x 79. 6 4 4 3 S3. 8 5 8 4 t3S 0.i 6 5 8 4 9 5 S8 8 3 4 3 837 8 4 4 83. 8 4 4 3 87. 8 3 8 4 87.7 8 5 8 4 3 $ $7. T 3 4 3 87.7 7 5 4 3 i i 37• 91. 7 9 10 4 et. 7 8 10 4 S 6 81. T 3 4 3 81. 7 8 4 ••�1. 4 3 `�� ..j>YVi 7 3 10 4 86. 7 8 10 4 3 5 95. 7 3 4 3 95.7 7 8 4 • • • �. i i i9 n 37 80 z 79 8 3 8 4 3 5 71.75 x79. 8 8 8 4 3 38.7$x7a 8 3 4 3 36.76 x78.7 8 4 4 3 3a76 x 8 3 < as. 3 6 3 8 4 3 6 83.7 8 8 9 4 3 $ 63. 8 3 4 3 83 8 4 4 3 8 4 4 3 'y 87.7 7 3 10 4 3 6 87.7 8 6 9 4 3 8 87. 7 S 4 S 87. T 8 3 • • 87. 7 6 4 5 �,0 91. 7 S 10 4 3 8 81. 7 8 10 4 3 B 81.78 7 9 4 S 91. 7 b � S • •91. 7 5 • t ti' ;.�v 7 S 10 4 3 6 �. 7 8 10 4 S B 86x75 T S 4 3 •••3 :• :i • • • • ��oyy """' ,`��d • • i� PC}� 0 000 • •• •• • • • •• •• 2XWOOD 1 X4.-4 2)(WOOD 13W" I Wr MIN.E.D. IN E.D. MIN E.D. 1 &4 KSI MIN.CONC. SUCK NOTE 2 3.4 KSI MIN.CONG, BUCK NOTE 2 jX WOOL)SLIM NOTE 2 I 31W TYPE i rlMMib 1XWOOD-,� I 3w TYPE i 1 3w TYPE 2 13WTYPE2 SUCK NOTE 2 1318°MK MIN. --j I I—W %". 1W MAX —1 � i/4'MAX IW MAX IWMAX h SHIM EXT. SHIM slim SHIM WOOD CONC. ANCHOR CONC. E)cr, WOOD�R Va. ANCHOR, 04 LU TYPE 2 OR 3, ANCHOR, ANCHOR NOTE I NOTE I NOTE i DdE Mffrt?E 2 OR 3. DOOR HEAD(WOOD) DOOR HEAD(GONG} ""'OR2(CMU) NOTEi -'3wTYPE'(cONc) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 13W 13WTYPE2(0ONC) lw MAX SHIM MIN. SHIM IM MAX 1/4*MAX I IM TYPE I OR 2(Ch" 1348 TYPE 1(CONC) 3WMKE.D. 13WTYPE 2(CONC) WOOD CONC. MML E.D. ANCHOR w ANCHOR, ON CONC NOTE 1 STAGGEFtED ANCHOR 1.5 KSI MIN.CMU OR 0 to LL CENTERS, ON WOOD 3A KSI MIN.CONC. ad 10 STAGGEFIED ANCHOR. 3W MIN.ED. TYPE • W. 20113, 3W MIN.E.D. TYPE 012 CENTERS. NOTE 1 20R3, • 80 2X WOOD EXT �x SLICK 2XwoW_f EXT• NOTE z BUCK NOTE 2 NOTE 2 1.6 KSI MIN.CMU OR BtxKwm2 &4 KSI MIN.CONC. 1XWOOD BUCK EXT. fC DOORJAMB D) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 89 lu z 0 C, WOOD ANCHOR TYPE 2 CONC,ANCHOR I * T — WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR.NOTE I NOTE I 1XWOOD, EXT. EXT. NOTE3 EXT. SUCK NOTE 2— IlCMAX 14'MAX 11C MAX 1/4'MAX w SHIM SHIM SHIM ED R6. SI 2XWOOD EXT. NOTE ANCHOR, -7 SHIM pf 1 3W TYPE I 3!8'MIN 130S MIN. 1314*TYPE 2 3Ar TYPE 3.4 KSI MIN. 3WTYPE 2 2X WOOD 34MNKCONC.t CONC. K =D -- !— 2XWOOD BUCK, 2 BUCK NOTE 2 DOOR SILL(WOOD) DOOR SILL(CONC) MIN.ED. SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) 3E 6c NOTES: 1.FOR CONCRETE INSTALLATIONS IN MWA44MM COUNTY USE ONLY MIAMWMDE COUNTY APPROVED ELCO IWTAPCO14S Q011WOM-4 3V MIK(WPEd)OR Il9J&I CRETE+MM EMBEDDED 13f4 MIN.(TYPE 4 THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS QMC. FOqV&p)14AqA"rE #12 SCREWS,G5(TYPE 3)OR ELCO i14"SS4 CRETE-FLEX ANCHORS EMBEDDED 1318 MIN.(TYPE 2}. • • V A 2.WOOD SUCKS DEPICTED AS ix ARE LESS THAN I Iff THICK ix WOOD BUCKS ARE OPTIONAL IF UNIT is INSTALLED DlRECT`1(lb W4cb=)R4mw.wo®D Buca DEPWMA82KAFtEllirTHICKORGREATEPL INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OlRt vdb EFf iM AUTHORITYNAVINGAIRISDICTION(AH4 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC GROUT Pei MIN.).(DOW BY OTHERS) 0:2: MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEV *WGUBSTR&TE IS -3 WOOD.300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE(TROUT AND WOOD SUBSTRATE,OR AS APPROVED By • PVL 0:0 0 0 0 *go o 0 000 0 0 0 see o 0 ECEIVE AUG 13 2015 r LOCATION PLAN BY: It CA H R �.. j•'d 8 ` d BATH ROOM 11> 10J BED ROOM HIR HR 7 KITCHEN + ti LIVING HR �6 8 PW PW FD ED ROOM _ 9 HR HR 1 5 GARAGE LEGAL DESCRIPTION 15341 GOLD CREST A SUB PB 21 56 LOT 9 & W 1/2 OF LOT 8 BLK 2 LOT SIZE 75.00 X 108 + COC 25823 040606 2007 6 a •+• •r a •.• • r.000 • +r a • • ••.•.• + C •Q�1••.. OPE1roiC PRODUCT APPROVAL •.s. • • � ,� • �) / I SIZE DEM PRESSURE VK PRESSURE RA •s•r a' t•.r. . +�' �j 'w 4 MK gloss W PRODUCT rii POS NEG POS NEG ZON ": .s (n �••• I THK rea. .• .. .. ry ....cn. Miami Shores Vdl-we 1 ' 53-12* 15-0519.09 18.66 +40.1 -43.4 +75 -75 4 �•.`.� .� 9 -- 2 1.1/16" 37" 6 15-0528.26 16.19 +40.1 -43.4 +80 -80 4 •• .�.. _gnr430VED 1'" DATE 3 1.1 is' 15-0528.26 16.19 +40.1 -43.4 +80 -80 4 0 • 4 ' 37.5" 79.75" 15-0528.24 20.77 +40.1 -43.4 +75 -75 4 L • %'G JING DEPT _ 5 ' ` 15-0519.09 18.66 +40.1 -53.6 +75 -75 5 *so �� 6 '- ` 37" " 50.6" 15-0519.09 13.00 +40.1 -53.6 +75 -75 5 a LDG DEPT 7 ' 37" 50.6" 15-0519.09 13.00 +40.1 -53.6 +75 -75 5 F- If i,11 CT TO COMPLIANCE WITH ALL EDERAL 8 ' " 55" 50.00" 15-0519.09 19.10 +40.1 -53.6 +75 -75 5 9 7/8' 19.12" 38.37" 15-0519.13 5.09 +40.1 -43.4 +70 -90 4 I! M,,M COUNTY RULES AND RE3f REGULATIONS 10 ' " 72.00 80.00" 14-0128.11 40.00 +40.1 -43.4 +60 -80 4 FLOORPLAN sum. 11 ' 53.12" 50.62" 15-0519.09 18.66 +40.1 -53.6 +75 -75 5 NTS 12 ')(` 53.12" 50.62" 15-0519.09 18.66 +40.1 -53.6 +75 -75 1 5 ORMM m: sHr NO- W. Al