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�� -- - Planning & Development Services Department Building & Regulations Division • •_ : Product Review Affidavit y/ Building Permit# Owners Name �� ►�i,� ,� ��'1�-�'l Applicant: MCW-5 I Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Press u Number T e ` Windows I 477r �1lP Mullions 2 i_�wIh u0 0 67 5.5. Fixed Glass Block Glass Skylights JJ SlidingGlass Doors ( c77® O /0 _. D.d Swing Type Doors /t{,f�/tiec, �� oC French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. ^ Name: �d azZ,71-n—i Signature: seal Design Prof: Cert.No. Date: NOTICES MMNCEIV M Permit No. Property Tax 13D No. 1 — State annorms,County of.S#.iLucle' = ic Linde et IkerayRod"es t ia�vexwlnvadeU cer regir rty,AndiwAtcordanow Chapter 713;'Florldo Statutes;the foltowing information is provlded.In this Notice oo!f.QCo`0 qcame Legal Deseripfion-of groperty°and address ff-SY il-We QJE'r l" O fDS 1N r e . Genera!desedption of improvements �AP"A .1 w l LNA r ter/tessc L-Address ;Siapdple'I'#iiC boeR{l#other thitn owner)emir . Ades • t otitractor U WC.Phone.#,... - . -1iu1dr4;ss- ��``: fes, �Fs�:# •'`�� �`���.,� .. ; •SMty, Ptione# • A3tsess Nu'# Amount ofl and . Under. Phone# .Address Biix•# , t Pet ins wfthita'ft State ofFEorlda des&wAedby 6vvner up"whom nous or other documents tray be.served as:provt ection by S .113.13(a)7.,'Florida•Statues: ,NRme. Phrrna.# Address Fax# I In addition to himself,owner designates of Phone# Fax#* z _ F a to receive a .... copyoftLenor' Notce as.proAded in.'Sction1313(1� F0ht' d obfii 7 � odtu � #1soneyear from the d�ofrwrdingunh�3dUkrent T date h specified.`�YARNI3. G"-TOIL.i W o MY PIIYhffiV'IB-MOB BY TM OWMF AFTER M M2 RAMON OF TM NOTICE:OF COMMfiNCBMW ARE CONSIDERED MR01F o - - 1�,7�.3�3v�3�•L�t3DRit�71-3i3;RS.,�TiIjCAN3tESiIi;TB*TY{flII1tPA�'Btd3T�TCEFt]RIbfPK�31tE1�7tSfQ'YOUR3'{�{iPER1'5 ..�ANOT#CEi o o� GpMMMCnff=MUST BE REC40RDED AND POSTED ONMOP B SITEBt FORE THEr SPECTIUN:IFYOUINTHNDTO OHTJ FINANCING, CONSULT'WIIH.YOUR LENDER OR AN ATTO B 4 CO RK OR RECORDING YOUR NOTICE. W CONRMwc wr. _2 a¢z vz,� c 0" ui u Y z _ w � O WZa. m0 S9rgis�csJ°'#2Ytlelfs O 8 U.1 w �rnU_00: State f ' orlda,County of U TQC. pc ledged fame me this _ day of I.�,"(Aj 20 bjr U l w ku me or who has produced as identification. sigoature of 166ry Pype nt:P'nt Nsme of.3�Iotsry S Title. Camvt4ss#on. In r � 1p 53 o��r ERI L.COOK ? n * *MY cqJ MISSION#FF W46M EXPIRES:June 22,2020 � .i ond of P� Bed Thru Budget NotefySwvjM tv 'InWt i1 Ft . �� e • 'I /� i r h �• 'Z91rS� Z _ 2� �17t z9Xgt . 0 X I Slv N f S�s,U ,d —BMb-?ijjelH 6rA si Florida Building Code Online Page 1 of 2 lid o . e • e BCIS Home Log In ` User Registration I Hot Topics ' Submit Surcharge Stats&Facts Publications 4 Contact Us' SCIS Site Map Links j Search i Honda Product Approval nl. .USER:Public User I Product Aooroval Menu>Product or Application Search>Apolication List>Application Detail FL# FL16477-112 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Shwinco Architectural Products, LLC. Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334)556-1000 keith@shwincoap.com Authorized Signature Keith Schneider keith@shwincoap.com Technical Representative Craig Shipp Sr. Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334)556-1000 Craig@shwincoap.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By ®I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. hos://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvXaHHDwAAyb 8wC%2brI... 12/19/2018 Florida,Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity 0 Yes 0 No 0 N/A FL16477 R2 COC 16477 R2 NOA 2017-0018.Ddf Product Approval Method Method i Option A Date Submitted 10/02/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/08/2017 Summa of Products.;' r FL# Model,Number or Name. Description 16477.1 Series 9050 Impact Rated Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16477 R2 C CAC FL16477 Certification NI009499.02-R2.Ddf Approved for use outside.HVHZ:Yes FL16477 R2 C CAC FL16477 Certification NI009499.03-R2.1)df Impact Resistant:Yes FL16477 R2 C CAC FL16477 Certification NI009499-R3.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:See Installation Drawing SAP.W.1006 for Limits of Use 04/30/2020 Installation Instructions FL16477 R2 II FL 16477.1 Installation Drwci SAP.W.1006.Ddf Verified By: Gene Kearley,P.E. FLA No.52484 Created by Independent Third Party:Yes Evaluation Reports FL16477 R2 AE AAMA Certified Profile Licensee List Vision AAMA 303.Ddf FL16477 R2 AE Extrusions NOA No 13-1121.02.Ddf FL16477 R2 AE FL16477 Engineering Eval 2015-0021 Rev.Ddf FL16477 R2 AE Vision Extrusions CC1150511 2014 Code Complance-signed.Ddf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes, ` effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click heir _. Product Approval Accepts: Credit Card Safe i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyb8wC%2brI... 12/19/2018 NOTICE OF PRODUCT CERTIFICATION gS, CERTIFICATION NO: NI009499.03-R2 DATE. 05/20/2013 s'' A CERTIFICATION PROGRAM: Structural COMPANY: Shwinco CODE: 1972-1 REVISION DATE: 06/18/2015 To verify that the"Notice ofProduct Certification"is valid,please visit wvvw.NAMICertifiication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. 'COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Shwinco Architectural Products,LLC Series"9050"Impact Rated 171 Jet Services Way Vinyl Horizontal Sliding Window Dothan,AL 36303 Configuration:OX Glazing:IG-Exterior-3/16"Annealed Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlayer/1/8"Annealed Glass Frame: W-1372mm(54""} H-1524mm(60") Panel: W-689mm(27.13") H-1435mm(56.5") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 HS-C701372 x 1524(54 x 60) ASTM E1886-02/05/E1996-02/05 Design Pressure:+70/-70 psf TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3529-1/210-3529-IA Expiration Date: Aril 30 2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax:(804)684-5122 INSTALLATION NOTES: _ 1. ONE(1)INSTALLATION ANCHOR OR INSTALLATION STRAP IS REQUIRED AT EACH S H W I N C O ARCHITECTURAL® ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM �,,p111Hr/Fnpy NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF PRODUCTS INC. i1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOT * not CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SERIES 9050 HORIZONTAL SLIDER ` *• 4. SHIM AS REQUIRED AT EACH THROUGH FRAME INSTALLATION ANCHOR OR Q C 3T'I{7 1 S l INSTALLATION STRAP WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. (I MPA C T) SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAILS GENERAL NOTES: r THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 2INCH MINIMUM TITLE: EMBEDMENT INTO WOOD SUBSTRATE OR 08 PAN HEAD WOOD SCREWS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH AND MANUFACTURED TO COMPLY WITH THE (IMPACT) SERIES INSTALLATION9050 9050(I(I4 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. FLORIDA BUILDING CODE(FBC), GENERAL NOTES INCLUDING HVHZ AND HAS BEEN EVALUATED 6. FOR FIN INSTALLATION INTO STEEL SUBSTRATES,USE 010 ACCORDING TO THE FOLLOWING TEK SCREW THROUGH FIN WITH SUFFICIENT LENGTH PREPARED FOR: TO ACHIEVE MINIMUM PENETRATION OF 3 THREADSTHRU STEEL SUBSTRATE. AAMA/WDMA/CSA 101/IS.2/A440-05 TABLE OF CONTENTS SHWINCO ARCHITECTURAL TAS 201-94 PRODUCTS.LLC. 7. FOR FLANGE AND CLIP INSTALLATION INTO WOOD FRAMING USE TAS 202-94 SHEET REVISION SHEET DESCRIPTION 010 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE TAS 203-94 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E 1886-02/05 1 - INSTALLATION 4 GENERAL NOTES DATE:5-18-15 8. FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO CONCREWMASONRY, ASrM E 1996-02/05 2 - ELEVATION 8 ANCHOR LAYOUT DRN BY:KRS OR DIRECTLY INTO CONRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCON OR _ 2. ADEQUACY OF THE EXISTING STRUCTURAL 3 - VERTICAL SECTIONS EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND CHK BY:CDS FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 4 - HORIZONTAL SECTIONS 9. FOR FLANGE AND CLIP INSTALLATION INTO STEEL SUBSTRATE,USE N10 TEK SCREW OF AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 5 - COMPONENTS,GLAZING DETAIL d BILL OF MATERIAL SCALE:NTS SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR PENETRATION BEYOND STEEL WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. REVISIONS 10. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. SX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND w INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE F- SIDING. STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE K RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of DESIGN PRESSURE RATING 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE RECORD FOR THE PROJECT OF INSTALLATION. OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANTMISSLE IMPACT m SIZE DESIGN PRESSURES COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE RATING GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR LARGE AND SMALL z 12. FOR HOLLOW BLOCK ANCHORS IN GROUT FILLED BLOCK,DO NOT IS INSTALL A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 76'x 74" +55/-55 PSF MISSILE TESTED O INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE P1 FACE SHELL OF BLOCK. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 72'x 48" +120/-120 PSF MISGE AND SMALL SILE TESTED 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH S. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT W ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING 64"x 60" +70/-70 PSF LARGE AND SMALL p SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IMPACT RESISTANCE. MISSILE TESTED MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 6. WINDOW FRAME MATERIAL:VINYL(PVC) Q 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED z ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 7. GLASS MEETS ASTM E 1300-04 GLASS CHART A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. REQUIREMENTS DWG#,L: SEE SHEET4 FOR GLAZING DETAIL A: W.100 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C.MASONRY-SHALL CONFORM TO ASTM C90. 8. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL X:OPERABLE PANEL SHEET: THICKNESS OF 47.8 MILS.(18 GAUGE), 0:FIXED PANEL ' 1 OF 5 cc k7EOF •w�. i UNIT MAX DLO FIXED WIDTH 76.00' ��I//// L96 �•��` 111 MAX WDTH 31'00' SASH 3.00'MAX. MAX.WIOTH FROM CORNERF INSTALLATION 11.00'MAX 0.0.7YP. TITLE: C q 3625' TMP ANCHORS (FLANGE/CLIP) SERIES 9050(IMPAC') 3 3 ORCLIPS--- ELEVA17ONA ANCHOR LAYOUT PREPARED FOR: SHWDV ODUCCTSN,LLICQURAL �4 4 I 4 moo-MAX DATE:4-22-15 UNIT FIXED O X SASH ROOFING NAILS O x O.C.TVP. MAx MAX. (FLANGE=P) DRN BY:KRS HEIGHT HEIGHT HEIGHT M 74'� 66.375' B8•075' CHK BY:CDS SCALE:NTS FROM CORNER REVISIONS 21 F D B B1 T 1Q,&3 3 SILLSTRAP3 ANCHOR LAYOUT m ELEVATION (FLANGE/CUP) FIN, FLANGE,CLIP Z INSTALLATIONS U U) W D O Z DWG#: SAP.W.1006 SHEET: 2OF5 CAULK BETWEEN 2 1/2'MIN.EDGE SHEATHING BY CONCRETEIMASONRY8IX cc DISTANCE OTHERS WOOD BUCK BY OTHERS 2'DME 3118°ELCD TAPCON(OR EQUAL) FULSHING BY OTHERS EMBEDMENT \\\\\\IIIIIII►/ff�� 1X WOOD BUCK INSTALLATION ANCHOR (�) BY OTHERS CONCRETE/MASONRY FN 6 SHEATHING O(. ...v'L'.�S.� bd ROOFING NAIL BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR PERIMETER SEALANT ` F r•• PERIMETER SEALANT 11/4'MIN. BY OTHERS 2X WOOD FRAME ' O EMSEDMENT BY OTHERS >t 4 is BY OTHERS •s i BY OTHERS• S,),1/4" 1A SHIM SF CE 1 O.A. HIM SPACE ,h���/,� A� •�,��� A.WINDOW 10 INTERIOR !0 5/4°MIN.EDGE TI /L7!(fG111111\\\\\\ HEIGHT EXTERIOR O.A.WINDOW EXTERIOR 6 DISTANCE SEE GLAZING SEE GLAZING HEIGHT EXTERIOR 6 (FTt,I) SERIES 9050(IMPACT) DETAILA B DETAILA B SE DETAILA / B VERTICAL SECTIONS INTERIOR O.A.WINDOW 10 1 JJ PREPARED FOR: HEIGHT 9 V4°MAX LA SHIM SPACE SNWIIJCO ARCHITECTURAL PRODUCTS,LLC. DA VERTICAL SECTION PERIMETER SEALANT BY OTHERS C VERTICAL SECTION 3 HEAD-CONCREfE/MASONRY 3HEAD-2X WOOD FRAME DATE:4-22-15 FLANGE PRE-(AST BILL DRN BY:KRS BY OTHERS SEALANTBEDOING- �. DAP BOD OR BETTER CHK BY:CDS • �: ONCRETEIMASONRY SCALE:NTS • ~ BYOTHERS ROR INTERIOR •:� + '••r•. .•y• EKTERIOR INiERIO�f REVISIONS EXTE ° I GEE SEE GLAZING g ui DETAILA B BZ VERTICAL SECTION-OPTION O.A.wwpOW DETAILA 6 1/4°MAX Q 3 PRE-CAST SILL-CONCRETNMASONRY SHIM SPACE O.A.WINDOW NO FASTENERS HEIGHT 10 HEIGHT 9 1/4'MAX UNITS T8'IN WIDTH(MAX OF 86) 1 9 3/4' /'MINI. NIJEDGE m 1 CE SHIM SPACE PERIMETER SEALANT (� PERIMETER 3FJVANT BY OTHERS Z BY OTHERS '�i 114 EXTERIOR FINISH EMBEDMENT y CAULK BETWEEN H PRE-CAST ILL 2%OTHERS AME OC BY OTHERS FINS 3HEATHIN BY OTHERS V • �;• 5118'ELCD TAPCONS(OR � ',: •• EQUAL)INSTALLATION ANCHOR SHEATHHIINNGERS BBYY w #SWOOOSCREW ORSMS 11/4'MIN.EDGE 11/2MIN. ' INSTALLATION •••`� DISTANCE EMBEDMENT ANCHOR (FIN) O �•3.• .•.` , .r i, M z CONCRETEIMASONRY DWG#: ® VERTICAL SECTION BYOTHERS VERTICAL SECTION SAP•W•1006 3 PRE-CAST SILL-CONCRETE/MASONRY SILL-IXWOODFRAME SHEET: 3 OF 5 11/4'MM 1/4'MAX, EMBEDMENT SHIM SPACE (FLANGE) 1/4'MAX. INTERIOR 3/4'MIN.EDGE METAL FRAMING \1N111111111////f SHIM SPACE BY OTHERS 3H8'ELCO TAPCON(OR EQUAL) INTERIOR DISTANCE \\\\\ N.•••w //�G INSTALLATION ANCHOR (FIN GMS SCREW `\ G.•• 4lCENS IX WOOD BUCK INSTALLATION • �•(G BY OTHERS 1 B ANCHOR o,6 2Vz°MIN.FT 1A 4 DISTANCE S• 7T��/�C f a SEE GLAZING •yRTvJ�.PSI l • DETAILA g)v m` •.0 •"•• SUFFICIENT TO • ACHIEVEAMM TIll �ffl(lUlllllfl\I�\\ 3 THREADS THROUGH SEE GLAZING 10WALL SERIES 9050(IMPACT) CAULK BETWEEN 7X DETAILA / WOODBUCKB 10 J EXTERIOR FINISH BY OTHERS HORIZONTAL SECTIONS CONCRETE/MASONRY EXTERIOR PERIMETER SEALANT BY OTHERS PERIMETER SETHERSALANT EXTERIOR BY OTHERS SHEATHING BY PREPARED FOR: BY OTHERS OTHERS O.A.WINDOW WIDTHCAULK BETWEEN FIN SHIVINCO ARCHITECTURAL B INTERIOR SEE GLAZING f— O.A. 6 SHEATHING PRODUCTS,fu. SEE GLAZING 3 DETAILA HORIZONTAL SECTION DETAIL HORIZONTAL SECTION DATE:4-22-15 Q JAMB-CONCRETE/MASONRY 13 4 )AMB-MEREW�DSMIS DAN BY:KRS 13 T 11/a'MM CHK BY:CDS SHIM SPACE 10 x EMBEDMENT SCALE:NTS EXTERIOR 1/4•MAX (FLANGE) ZX WOOD FRAME 3/4•MIN.EDGE SHIM SPACE BY OTHERS DISTANCE INTERIOR ��ORIZONTAL SECTION SHEET ROCK zXWOODFRAME REVISIONS ( BY OTHERS BY OTHERS W 6d ROOFING NAIL 4 INTERIOR INSTALLATION ANCHOR 1 B 68 WOODISMS SCREW 4 1 6 11 1 s m R F x°MIN 30 EMBEDMENT SEE GLAZING r O (FIN) DETAILA IO -III LL--rI 3/4"MIN.EDGE iL :'.:,•. DISTANCE 30 SEE GLAZING 10 (FIN) V EXTERIOR FINISH BY OTHERS DETAILA / W PERIMETER SEALANT EXTERIOR PERIMETER SEALANT- SHEATHING BY In FLASHING BV OTHERS By RG EXTERIOR BY OTHERS OTHERS CAULK BETWEEN FIN Z 6 SHEATHING OA,WINDOW WIDTH O.A.WINDOW EXTERIOR BRICK FINISH WIDTH BYOTHERS DWG#: n HORIZONTAL SECTION HORIZONTAL SECTION SAP•W 1006 (; JAMS-xXWOODFRAME 4 JAMB-REPLACEMENT SHEET: ROOFING NAIL 40F5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER NOTE:- -- --NO. PVC MATERIAL CERTIFICATION SHALL BE 1.00'O.A.IN5ULATED GLASS 1 HEAD,7AM8 AND SILL(FIN) PVC SHWINCO SUBMITTED UNDER CURRENT CONSISTING OR �® MIAMI-DADE NOA BY THERMOPLAST,A ROYAL IO,I875•ANNEALED OR TEMPERED GLASS, IA HEAD,TAMS AND SILL PVC SHWINCO 0.378•AIR SPACE,SWIGGLE SPACER 0.125'ANNEALED 2 KEEPER RAIL PVL SHWINCO COMPANY,OR VISION EXTRUSIONS,LTD. 0.090•PVB INTERLAYER BY SOLUTIA, 3 LOCK RAIL PVC SHWINCO 0.125'ANNEALED GLASS (.J�•'uCENSF'ay��%G_ 4 PULL BOTTOM RAIL PVC SHWINCO - 13 _ N 5 TOP AND BOTTOM RAIL PVC SHWINCO - =` t0 ,� _ C �_1� � . 6 TOPS BOT,RAIL REINFORCEMENT 6063-T5 VARIOUS �fA 0.50'GIA55 14 � TF OF t�` 7 KEEPER RAIL REINFORCEMENT 6063-T5 VARIOUS UTE alc�I�,re �a 8 LOCK 6 PULL RAIL REINFORCEMENT 6063-T5 VARIOUS EXTERIOR INT—=�i1O�' ee 9 SILL TRACK PVC SHWINCO ,attE. 10 GLAZING BEAD PVC 5HWINCO GLAZING DETAIL A SERIES 9050(IMPACT) 11 SILL RISER 0.75'(OPTION) VINYL SHWLNCO NOTES: GLAZING DETAIL,B.O.M.& 12 SILL RISER 2.00°(OPTION) 6063-T5 SHWINCOCOMPONENTS 1.GLAZING SHALL CONFORM TO 13 1.00°INSULATED GLASS APPLICABLE SAFTEY GLAZING REQUIREMENTS PER SECTION 2408 PREPARED FOR: 14 GLASS BEDDING SILICONE DOW CORNING,NOVAGUARD 12411 OF THE FSC. SHWINCO ARCHITECTURAL PRODUCTS,LLC. 15 4-X V X 0.55'ANCHOR STRAP STEEL 2.GLAZING SHALL MEET THE REQUIREMENTS OF ASTM E 130044. DATE:4-22-15 DRN BY:KRS HEAD,SILLAND JAMB(FIN) qq HEAD,SILLAND JAMB 2 KEEPER RAIL 3 LOCK RAIL 4 PULL RAIL 5 TOP&BOTTOM RAIL 6 TOP&BOT RAIL REINFORCEMENT PVD O PVC O PVD O Pic O PVC O Pvc O PVC CHK BY:CDS 15•[ 0,47 SCALE:NTS 177 —7- ITS 4"'g REVISIONS 1.86• 2.28" 3.08 91� L63• -.-1.35° 3.71' I _ 1 2.35'-a 2.01' 2.61•x{ p 3.78•--� T �+—3,78' m 12 SILL RISER(OPTION) O ALUMINUM f- POSITIVE DP.00 PSF V OKEEPER RAIL REINFORCEMENT O LOCK&PULL RAIL REINFORCEMENT O SILL TRACK U GLAZING BEAD SILL RISER(OPTION) 1A15• Q PVC PVC PVC PVC ALUMIMM LPOSITIVE DP-.70 PSF ���_���_---I1I111 1.6T I^ � 102" TO I F 1 14l° II I 1 0.90' )+-0.71' Z 1^1.00' JJ--0.7LLL..S• I 4.4T DWG#: 1.L SAP.W.1006 SHEET: 5OF5 Certified Profile Licensees AAMA Fenestration Exterior Profile Certification Program January 28, 2015 This directory lists the producers(and their code designations)who are licensees of the AAMA Fenestration Exterior Profile Certification Program.This Certification Program consists of ongoing laboratory and weatherability testing of profiles randomly selected by AAMA's Validator to determine compliance with the appropriate AAMA 300-Series Specification. Certification procedures are fully described in the respective procedural guides for the various materials (vinyl [PVC], fiberglass, and molded aliphatic polyurethane) for the AAMA enestration Exterior Profile Cerlificafion Program. Only certified profiles may be used in a window or sliding glass door which is labeled in the AAMA Window and Door Certification Program. Not all producers certify every one of their products. To verify the current certification status of any licensee's specific profile(s),contact AAMA's Validator,Associated Laboratories,Inc.at (214)565-0593. Alphabetical Listing by Manufacturer PVC-AAMA 303; Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Prortles Alpatech Vinyl,;Inc.—AV-1 REHAU Inc.—RAU-1 Alside(Premium Building Products)—ALS-1 REHAU AG&Co.—RAU-3 Aluplast GmbH—ALU-1 Royal Window&Door Profiles,Plant 1—DOM-1 ATN Plastic Building Material Co.Ltd.—ATN-2 Royal Window&Door Profiles,Plant 7—TPLA Atrium Extrusion Systems—ELL-1 Royal Window&Door Profiles,Plant 9—MP-1 Bavarian Polymers USA,Ino.—BAV-1 Royal Window&Door Profiles,Plant 13—CW-1 Canplex Ltd.—CPX-1 Royal Window&Door Profiles,Plant 14—KG-1 Chelsea Building Products—CBP-1 Silver Line Building Products—SIL-1 IDeceuninck North America—DEP-1 SimEx,Inc.—SMX-1 Extrusion Technology—ETG-1 Suzhou Huasu Plastics Co. Ltd.—SUZ-1 (Guangdong Liansu Technology Industrial Co.Ltd.—GUA-1 Veka,Inc.—VKA Huazhijie Plastics Bldg.Material Co.Ltd.—ZHP-1 Veka South—VK-5 L.B.Plastics,Inc.—LBP-1 Veka West—VK-2 'Mikron Industries,Inc.—MIK-1 The Vinyl Company—VIP-1 Mikron East—MK-2 Vinyl Profiles,Inc.—VPI-1 ;Mikron Midwest—MK-3 Vnylcraft Extrusions Ltd.—VCE-1 :Mikron-Yakima,WA—MK-4 Vision Extrusions Ltd.—VEX-1 Mikron-Greenville,TX—MK-5 Vision North Ltd.—VEX-2 ,Miigard Vinyl Extrusions—MGX-1 Wasco Products, Inc.—WAS-1 North Star Manufacturing(London)Ltd.—NS-1 Westech Building Products—EP-1 IP.H.Tech, Inc.—PHT 1 Window City Industries Inc.—EUP-1 Plastmo Ltd.—PMO-1 Xin Hong Yu Plastics Co.Ltd.—XHY 1 profine—KBErrROCAUKOMMERLING—PRO-1 YKK AP America,Ina—YKK 1 profine—K6MMERLING/TROCAUKBE—PRO-6 Zhejiang Guengan Enterprises Co. Ltd.—GE-1 ProPlastix International,Inc.—MIP-1 Zhejiang Hongbo New Building Materials Co., Ltd.—HBO-1 Quality Uneals—QL-1 I i i Page 1 of 6 ©2015 American Architectural Manufacturers Association.Atl rights reserved. This material is protected by all current copyright laws. No portion of this document may be reproduced in any form or by any means without obtaining express written authorization from the American Architectural Manufacturers Association. American Architectural Manufacturers Association,1827 Walden Office Square,Suite#550,Schaumburg,IL 60173 Phone:(847)303-5664 Gene Kearly, RE. Engineering Evaluation Report 319 Chapelwood Drive Report No.:2015-0021 Dothan,AL 36305 FL 16477 FLA No.52484 Manufacturer: Shwinco Architectural Products,LLC 171 Jet Services Way Dothan,AL 36303 Product Line:Series 9050 Horizontal Slider Window(IMPACT,HVHZ) Compl'lance: The above mentioned product has been evaluated under method 1(a)for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance.The product listed herein complies with requirements of the Florida Building Code. Gene Keadey,P.E.does 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. Supporting Technical Documentation: v 1- Approval Document:drawing number SAP.W.1006 signed and sealed by Gene R.Kearley,P.E. (FL#52484).SAP.W.1006 should be referenced for all specific use parameters. 2. Test Data, a. Product Testing Report#NCrL-210-3529-1, Report Date:05/20/08,rev.05/21/13. National Certified Testing Laboratories,Inc. (FBC Organization#TST1589) b. Product Testing Report#NCTL-210-3529-IA, Report Date:05/20/08, rev.05/21/13. National Certified Testing Laboratories,Inc.(FBC Organization#TST1589). 3.. Test Standards V% a. AAMA/WDMA/CSA 101/i.S.2/A440-05 SO C0 b. ASTM E 1886-02/05 O*1 N c. ASTM E 1996-02/05 d. TAS 201-94 X e. TAS 202-94 U f. TAS 203-94 6LOnl0o- N *00000*09*t1 '701VAI. 'V Gene Kearley,P.E. Florida No.52484 Report No. :2015-0021 1 of 2 i i 4. Product Certification a. National Accreditation and Management Institute(FBC Organization#CER1773) S. Quality Assurance a. National Accreditation and Management Institute(FBC Organization#QUA 1789) 6.: Refer to SAP.W.1006 for all installation details and anchor spacing. Limits of use: 1.' This product has been evaluated and is in compliance with the Florida Building Code,includine i. the"High Velocity Hurricane Zone" (HVHZ). 2. When used in areas requiring wind borne debris protection this product complies with Florida Building Code and does not require an impact resistant covering. 3. Site conditions that deviate from details of drawing SAP.W.1006 require further engineering analysis by a licensed engineer or registered architect. 4. The product anchors shall be as listed and spaced as shown on the details. Anchor embedment ` into the substrate material shall be beyond wall dressing or stucco. S.; See drawing SAP.W.1006 for size and design pressure limitations. I I Gene Kearley,P.E. Florida No.52484 Report No. :2015-0021 2of2 1/31/2019 Florida Building Code Online .,... I_ tit Business & �Professional ' -g BCIS Home Log In I User Registration I Hot Topic Submit Surcharge Stats&Facts I Publications Contact Us SCIS Site Map Links Search a ''' Product Approval r tt11 R -- .USER:Pu Floridblic User 8�ra�ro�r. ... Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# FL8153-R8 Application Type Affirmation Code Version 2017 ! Application Status Approved Comments Archived 0 Product Manufacturer Shwinco Architectural Products,LLC Address/Phone/Email 171]et Services Way Dothan,AL 36303 (334)556-1000 engineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com Technical Representative Craig Shipp Sr. Address/Phone/Email 171]et Services Way Dothan,AL 36303 (334)556-1000 Craig@shwincoap.com i Quality Assurance Representative Craig Shipp Sr. Address/Phone/Email 171]et Services Way Dothan,AL 36303 (334)556-1000 rai @shwincQa .com Category Windows Subcategory Single Hung Compliance Method Certification r Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E 1886 2005 ASTM E 1886 2002 ASTM E 1996 2005 ASTM E 1996 2009 ! ASTM E 1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://fforidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvHzW7rZ9P8gtKU3ful3GoB%2fSiZBgxUIIE%3d 1/3 1/31/2019 Florida Building Code Online U I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes O No O N/A FL8153 R8 COC 8153.1 R8 NOA 2017-0001.pd FL8153 R8 COC 8153.2 R8 NOA 2017-0002 pd FL8153 R8 COC 8153.3 R8 NOA 2017-0003.pd FI8153 R8 COC 8153.4 R8 NOA 2017-0004.pd Product Approval Method Method 1 Option A Date Submitted 10/02/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/05/2017 Summary of Products FL# Model,Number or Name Description 7"``"� 8153.1 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8153 R8 C CAC FL 8153.1 NI006735C-R4-signed pdf Approved for use outside HVHZ:Yes FL8153 R8 C CAC FL 8153.1 NI006735D-R6-sig ed.pdf Impact Resistant:Yes FL8153 R8 C CAC FL 8153.1 NI013164-RS-signe .p Design Pressure: N/A FL8153 R8 C CAC FL 8153.1.4 NI011578.03-R3-5igned.odf Other:Frame Max.: 53"W x 96"H Configuration: O/X Refer Quality Assurance Contract Expiration Date to SAP.W.1003 for size limitations and applicable design 05/31/2019 pressures Installation Instructions FL8153 R8 II FL8153 R7 II FL8153.1.SARW.1003.pdf Verified By: Gene Kearley, PE 52484 Created by Independent Third Party:Yes Evaluation Reports FL8153 R8 AE FL8153 R7 AE FL8153.1 Engineering, Evaluation 2016-0003.pdf Created by Independent Third Party:Yes 8153.2 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8153 R8 C CAC FL 8153.2 9000 SH Non-Impact Approved for use outside HVHZ:Yes NI006734-R5.pdf Impact Resistant: No FL8153 R8 C CAC FL 8153.2 N1006735-R5-sioned.pdf Design Pressure: N/A FL8153 R8 C CAC FL 8153.3 NI006735A-115-signed.pdf Other:Maximum Frame 5'-0"W x 8'-0"H Sash 4'-9"W x Quality Assurance Contract Expiration Date 3'-11"H Refer to SAP.W.1004 for design pressures and limits of 12/31/2020 use Installation Instructions FL8153 R8 II FL 8153.2.3 SARW.1004.pdf Verified By: Gene Kearley,PE 52484 Created by Independent Third Party:Yes Evaluation Reports j FL8153 R8 AE FL 8153.2 Engineering Evaluation 2015- 0008.pd Created by Independent Third Party:Yes I 8153.3 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8153 R8 C CAC FL 8153.3 9000 SH Non-Impact Tempered Approved for use outside HVHZ:Yes NI006735A-R5-signed.pdf Impact Resistant: No Quality Assurance Contract Expiration Date i Design Pressure:+70/-70 12/31/2020 Other: Frame 5'-0"W x 8'-0"H Sash 4'-9"W x X-11"H with Installation Instructions tempered glazing FL8153 R8 II FL 8153.2.3 SAP.W.1004.pdf Verified By: Gene Kearley,PE 52484 Created by Independent Third Party:Yes Evaluation Reports FL8153 R8 AE FL 8153.3 Enoineering Evaluation 2015- 0009.pdf Created by Independent Third Party:Yes 8153.4 Series 9000 Tilt Single Hung Vinyl Prime Single Hung Window(HVHZ-Impact) https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvHzW7rZ9P8gtKU3ful3GoB%2fSfZBgxUIIE%3d 2/3 1/31/2019 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8153 R8 C CAC FL 8153.1.4 NI011578.03-R1-signed.p!ff Approved for use outside HVHZ:Yes FL8153 R8 C CAC FL 8153.4 N1011578.01-111-signed. df Impact Resistant:Yes FL8153 R8 C CAC FL 8153.4 NI011578.02-Ri-signed.Ddf Design Pressure:N/A FL8153 R8 C CAC FL 8153.4 R NI011578-RI-signed-12.pdf Other:See Installation Drawing SARW.1005 for limits of use, FL8153 R8 C CAC FL8153.4 NIO13164-signed.pd maximum sizes and design pressures Quality Assurance Contract Expiration Date 05/31/2019 Installation Instructions FL8153 R8 II FL8153 R7 II FL8153.4.SARW.1005.pddf Verified By: Gene Kearley,P.E.52484 Created by Independent Third Party:Yes Evaluation Reports FL8153 R8 AE AAMA Certified Profile Licensee List Vision AAMA 303.pddf FL8153 R8 AE Extrusions NCA No 13-1121.02.pdf FL8153 R8 AE FL 8153 R7 AE FL8153.4 Engineering Evaluation 2016-0004.pdf FL8153 R8 AE NOA No 14-0423.17 Eastman PVB.pdf FL8153 R8 AE VE CCI 150511 2014 Code Complance- signed.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoDrriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a' RM hal Ctiddit Card i I I I https://flo6dabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvHzW7rZ9P8gtKU3fuI3GoB%2fSfZBgxUIIE%3d 3/3 1/31/2019 Florida Building Code Online Professional Regulatidn SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site.Map Links Search bFd aProduct Approval P -- USER:Public User =31 Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 8153.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL8153- Affirmation Shwinco Architectural Products,LLC National Accreditation&Management Approved Fes8 FL#:FL8153.1 Institute tory_ Model:Series 9000 Tilt Single Hung (804)684-5124 Description:Vinyl Prime Single Hung Window Category:Windows Subcategory:Single Hung *Approved by DBPR.Approvals by DBPR shall be,reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 1 The State of Florida is an AA/EEO employer.Co vriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick be=. Product Approval Accepts: h? ® 99 M CredltCard, ,! https://floridabuilding.org/pr/prl_appjst.aspx 1/1 INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR OR INSTALLATION STRAP IS REQUIRED AT EACH S H W I N C O ARCHITECTURAL �' �® ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE NUMBER OF ANCHORS TO BE USED OR RODUCTNSTALLATIONINIMUM `pN 4v a� FYy$i 3. INSTALL INCH O THE UAL DEPICTED N IN HORS THE ANC WITHIN A LAYOUT DETAIL PRODUCTS, INC. ' ' 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SERIES 9000 SINGLE HUNG ? �a 4. SHIM AS REQUIRED AT EACH THROUGH FRAME INSTALLATION ANCHOR OR / a &I INSTALLATION STRAP WITH LOAD BEARING OF 1/).MAXIMUM ALLOWABLE URS. 1 /MPA C T) STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 1 SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ���'I� • \��``a S. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAILS Aw W4M THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 21NCH MINIMUM TITLE: EMBEDMENT INTO WOOD SUBSTRATE OR 08 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH GENERAL NOTES: SERIES 9000 SH(IMPACT) MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION 3 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TABLE OF CONTENTS GENERAL NOTES 6. FOR FIN INSTALLATION INTO STEEL SUBSTRATES,USE 010 AND MANUFACTURED TO COMPLY WITH THE TEK SCREW THROUGH FIN WITH SUFFICIENT LENGTH FLORIDA BUILDING CODE(FBC), SHEET REVISION SHEET DESCRIPTION PREPARED FOR: TO ACHIEVE MINIMUM PENETRATION OF 3 THREADS THRU STEEL SUBSTRATE. EXCLUDING HVHZ AND HAS BEEN EVALUATED SHWINCO ARCHITECTURAL ACCORDING TO THE FOLLOWING 1 - INSTALLATION 6 GENERAL NOTES PRODUCTS,LLC, 7. FOR FLANGE AND CUP INSTALLATION INTO WOOD FRAMING USE - 010 WOOD SCREW FRAME WITH SUFFICIENT LENGTH TO ACHIEVE AAMA/WDMA/CSA 101/1.5.2/A440-05 2A ELEVATION d ANCHOR LAYOUT 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E 1996.02/05 28 - ELEVATION 8 ANCHOR LAYOUT DATE:6-14-16 ASTM E 1886.02/05 .. B. FOR FLANGE AND CLIP INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, 2C - ELEVATION d ANCHOR LAYOUT MN BY:KRS OR DIRECTLY INTO CONRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCON OR 2. ADEQUACY OF THE EXISTING STRUCTURAL •2D - ELEVATION S ANCHOR LAYOUT EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND CHK BY:GRK FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 3 - VERTICAL SECTIONS 9. FOR FLANGE AND CLIP INSTALLATION INTO STEEL SUBSTRATE,USE 010 TEK SCREW OF AND TRANSFERRING APPLIED PRODUCT LOADS TO THE SCALE:NTS SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 3 THREADS FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 4 - VERTICAL SECTIONS 4 GLAZING DETAILS PENETRATION BEYOND STEEL WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5 - HORIZONTAL SECTIONS REVISIONS 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 6 - COMPONENTS 6 BILL OF MATERIAL INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE W - SIDING. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE K 11. INSTALLATION ANCHOR AND ASSOCIATED HARDWARE MUST RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MADE RECORD FOR THE PROJECT OF INSTALLATION. OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT STANT DESIGN PRESSURE RAZING m COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE MISSLE IMPACT '^ 12. FOR HOLLOW BLOCK AND GROUT FILLED BLACK,DO NOT INSTALL GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR SIZE DESIGN PRESSURES A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION RATING Z W INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, " ') a MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE GLAZING-(53 x 74 +100/-110 PSF LARGE AND SMALL r' I FACE SHELL OF BLOCK. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. SEE SHEET 2A FOR DETAILS MISSILE TESTED H o 13. INSTALLATION ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT GLAZING-(53"x 74") LARGE AND SMALL U ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS +70/-110 PSF W REQUIRED ON THIS PRODUCT IN AREAS REQUIRING SEE SHEET 2A FOR DETAILS MISSILE TESTED B SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IMPACT RESISTANCE. 9 o MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. GLAZING-(53"x 96") +60/-70 PSF LARGE AND SMALL ` 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED 6. WINDOW FRAME MATERIAL:VINYL(PVC) SEE SHEET 28 FOR DETAILS MISSILE TESTED p Z ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 7. GLASS MEETS ASTM E 1300.04 GLASS CHART GLAZING-(53"x 96") LARGE AND SMALL M A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. REQUIREMENTS.SEE SHEET 4 FOR GLAZING DETAIL +50/-50 PSF DWG#: B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. SEE SHEET 28 FOR DETAILS MISSILE TESTED SA P.W.l003 C.MASONRY-SHALL CONFORM TO ASTM C90• 8. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL X:OPERABLE PANEL `SEE SHEET 4 OF 6. THICKNESS OF 47.8 MILS.(18 GAUGE), 0:FIXED PANEL SHEET: ---- - --- 1 OF 6 UNIT MAX UNIT MAX WIDTH 53.00' WIDTH 53.00' 46.25'MAX 46.25 MAX C® D.L.O.WIDTH D.L.O.WIDTH 3250' E A3 C3 G 9 O MAX. 5 O 5 Mnx D.L.O. HEIGHT B HEIGHT B �O n ���^• UNIT MAX. UNIT o�rna,,w Mtp H HEIGHT MA7(. 741.. EIGHT ]].-)]]-0G16MNa 51484 74.00" / TTTI C. 3250 02.5P ' MAX. X MAX. / X SERIES 9000 SH(IMPACT) HEIGHT D.L.O. ELEVATION Q HEIGHT / ANCHOR LAYOUT PREPARED FOR: SH WAJCO ARCHITECTURAL D2 A2 C2 D3 PRODUCTS,LLC. 4 3 3 4 ELEVATION ELEVATION DATE:6-14-16 FIN FLANGE DRN BY:KRS CHK BY:GRK 6.O.C.TYP. Thrdgn 6.O.C.TYP. SCALE:NTS (FIN) 4'TYP. Frame (FIN) 4 TYP. 4'TYP. I�4'TYR REVISIONS 7'OFIM P. 7'O,C.TYP. �� Q (FIN) O 0 CD WHERE SURE REOUIR RENTSARE fol LESS THAN 100 PSF THE InslaOatron amrtllue MAXIMUM SPACING O( X Ps� X CAN BE INCREASED TO w $ ll. O.C. Lu Roofing Neils ��-No Fasteners wxm employed®sill ANCHOR LAYOUT ANCHOR LAYOUT DWG#: FIN FLANGE SAP.W.1003 SHEET: ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF&+70/-110 PSF. WOOD AND STEEL APPLICATIONS. 2A OF 6 WIOTNe)00' YNIf MM( <P MAI( WIDTH mda'- ` � c® o.L.a.w2nN .f7■ as•Mwt O.LO.MAD111 Now linty A3 c3 E S r,,.Jpe SE �•, I N �vm• tl 5 MAA �S.Tso- 01.0. O wu. II nPxNR nLo. O I W N5Nbrt kt� ti (STn�� 2s M�Px LR11i a /� 4' A~•,FLORt�r TITLE: C]d15' t°¢toLOtrr x 0,M SERIES 9000 SH(IMPACT) x ELEVATION& ANCHOR LAYOUT az cz D3 PREPARED FOR: 3 3 3 Dp SHWINCO ARCHITECTURAL A PRODUCTS,LLL. w.atsrau O.L.O.NMTN ,edict•VAC DATE:6-14-16 ELEVATION ELEVATION DRN BY:KRS FLANGE FIN CHK BY:GRK SCALE:NTS 1].>e'MML O.C.IYP. PMA%.iROM ]04.M4% PMAx FROM 20.6'M4xe'IM%.FROM c CORNER TYP. 'o.0rTIcoRNPn m. ac.TTP'. c-vp.. REVISIONS =nFRI. �� CORNER TYP �� OOFN RTP. d MAx. O.c.TrP. 12.5•MAR ), ,0 O o,c TTP. O O cp Qj o c� %/ % TTP. Z CLCL x x x a a O PtaAx FRae e•MAx.FRM PMAC MON z `OR11ER5'TF. ANCHOR LAYOUT CpiNffteT"` ANCHOR LAYOUT CO- ANCHOR LAYOUT DWG#: FLANGE FRAME FLANGE CLIP FIN SAP.W.1003 SHEET: ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+50/-50 PSF. WOOD AND STEEL APPLICATIONS. 2B OF 6 UNIT MAX UNIT MAX WIDTH 43.00' WIDTH 53.00° F_4025 MAX 4025' co D.L.O.WIDTH D.L.O.WIDTH S � s Wo.6218�J�L? D4 �� E ,lig 3 5 5 MAX. 5 5 5 �•p ���Sip"SOF'ay{' HEIGM B / HEIGHT B / ~•.ti LOR��.' UNIT MAX. UNIT MEIGM HSG . 7N' 0276fuW52151 74.00' ll 74.00• TITLE: /01132.60° 32.50• MAX. X SERIES 9000 5H(IMPACT) MAX.. D.L.O. HEIGHTD.L.C. ELEVATION d HEIGHT / ANCHOR LAYOUT PREPARED FOR: SHWINCO ARCHITECTURAL 02 A2 C2 D3 PRODUCTS,LLC. 4 3 3 4 ELEVATION ELEVATION DATE:6-14-16 FIN FLANGE DAN BY:KR5 CHK BY:GRK 0.O.C.TYP. Th—gh s.s•o.c.nP. SCALE:NTS (FIM 4-TYP. F,m (FIM —2'TYP. 4•TYP. r �2"TYR. REVISIONS 7.0.C.TYP. S-O.C.TYP. �� G 5Z5 — (FIN) (FIN) / 8 O O T m 0 WHERE PRESSURE / LESS TF AN 100 PSF THE Ins101101bn endwrs H a dlps MAXIMUM SPACING Ix X X 7CAN OBE INCREASED TO g LU LU Raaf+g Nal6 No Fwtmrcr— ANCHOR LAYOUT ANCHOR LAYOUT DWG#: FIN FLANGE SAP.W.1003 SHEET: ATTACHMENT DETAILS FOR APPLICATION OF DP+100/-110 PSF &+70/-110 PSF. MASONRY APPLICATIONS 2C OF 6 URO Ma% W10TRaLffi UlaT MA)1 L.o VIDM a3ffi c® .0•MM o.VlnM P3wu A] CI O1.D.KIDM `�aR 4 S N; A3 C3 / G � 5 B 59 * - NO. - aaTsr Du. n.Tas• t o RTjGM Din. p �-Q A OF 01 ' TITLE: .3b —0. SERIES SERIES 9000 5H(IMPACT) D.Ln. "per x ELEVATION S ANCHOR LAYOUT Az c D3 PREPARED FOR: 3 3 3 D2 SHWINCO ARCHITECTURAL 4 PRODUCT5,LLC. �e.am•wx D.L.o.x1DrH 3ebrs•w1R D'L'O,MIH DATE:6-14-16 ELEVATION ELEVATION DRN BY:KRS FLANGE FIN CHK BY:GRK SCALE:NTS 13D0•NAL O.G TYP. 30b'NM 30.5•VAR. 3•MAR.FRW O.L.iIP. O'lMK PROM O.C.TYP, YMAR.FRW REVISIONS LORHFA TP. CORNERIYP. LORNCR1vP. F 10.a•N4[ /� COP ERTTP. /� COp ER TYP. �� OOPNER IYD. Q O.O.TVP. 105•WOL oc. O O p m 10.T6•MA%. O.C.IYP. a x x x a a r wxPnou e•uAR.PRp1 Z a•wa.FROM COP3"""P ANCHOR LAYOUT `ORH3fl'T ANCHOR LAYOUT `°R6Ra.P. ANCHOR LAYOUT DWG#: FLANGE FRAME FLANGE CLIP FIN SAP.W.1003 SHEET: ATTACHMENT DETAILS FOR APPLICATION OF DP+60/-70 PSF&+50/-50 PSF. MASONRY APPLICATIONS 21) OF 6 PERIMETER SEALANT 2 1/2•MIN.EDGE PERIMETER SEALANT 2 1/16'MIN.EDGE BETWEEN CONCRETE/ DISTANCE �® BETWEEN CONCRETE/ DISTANCE MASONRY&1X WOOD BUCK BY OTHERS MASONRY&1X WOOD 3H 8'ITW TAPCON BUCK BY OTHERS 3116`1 TAPCON 1X WOOD BUCK INSTALLATION ANCHOR `�ALi1' SrFtiy `'Uhi 1X WOOD BUCK INSTALLATION ANCHOR BY OTHERS CONCRETEIMASONRYJ BY OTHERS -FJM1UIBY OTHERS CONCRETSONRY ••' "� ' ND.62484 11 ;;;�,•, BY OTHERS PERIMETER SEALANT .'F;•:,j,: - ;� WOOD TRIM J* �7 y PERIMETER SEALANT y• '•. 1 I/4°MIN. BY OTHERS BY OTHERS BY OTHERS ,f „;; EMBEDMENT ''•�', //+ ��L/'y`�H�A1L C3 FI{► � IB In 1/4'MAX. F_ 10 SHIM SPACE EMBEDMENT Nn�NNNI 10 SHIM SPACE O.A.WINDOW INTERIOR 111.111.09]6RAN 92114 O.A.WINDOW HEIGHT EXTERIOR 7 HEIGHT EZgING 7 INTERIOR TITLE: SEE ofiTAiia SERIES 9000 SH(IMPACT) SEE VERTICAL SECTION5 11 INTERIOR PREPARED FOR: 10 11 SHWINCO ARCHITECTURAL Al VERTICAL SECTION 3 2 C1 VERTICAL SECTION-OPTION PRODUCTS,U.C. 3 HEAD-CONCRETE/MASONRY 13 3 HEAD-CONCRETE/MASONRY FLANGE 10 FLANGE DATE:6-14-16 DRN BY:KRS SEE GLAZING EXTERIOR DETAILA CHK BY:GRK SCALE:NTS EXTERIOR INTERIOR VERTICAL SECTION EXTERIOR INTERIOR SEE GLAZING B 3 MEETINGRAIL SEE GLAZING B REVISIONS DETAIL 4 10 g O.A.WINDOW LC AIL 30 g S O.A,WINDOW HEIGHT HEIGHT U SEALANTSEODING• Il SEALANT BEDDING- DAP 800 OR BETTER r 1/4"MAX. DAP 600 OR BETTER 1/4'MAX PERIMETER SEALANT L SPACE PERIMETER SEALANT SPACE N BY OTHERS BY OTHERS PRE-CAST SILL PRE•CAST SILL H BY OTHERS " �•," BY OTHERS OC 1 is •'j�•'_ .1 1• :ti�' LCA p CONCRETE/MASONRY +' 1'"- • >•: CONCRETE/MASONRY < BY OTHERS •'�"i:+:L�;• ;!.; BY OTHERS Z VERTICAL SECTION-OPTION C2 VERTICAL SECTION-OPTION DWG#:SAP.W.1003 3 PRECAST SILL-CONCREWMASONRY 3 PRE-CASTSILL-CONCRETE/MASONRY CASTECRETE PLUSH OR HIGH MIND FACE SILL OR EQUAL. CASTECRETE HIDRI SILL OR EQUAL SHEET: FLANGE-NO FASTENERS FLANGE-NO FASTENERS - - 3 OF 6 SHEATHING BY c® OTHERS 2,MIN. ��� FLASHING BY OTHERS EMBEDMENT �h16gUU1i/� PERIMETER SEALANT BETWEE (FIN) a�� R• ��� FIN&SHEATHING 5d ROOFING NAIL 1.00"O.A.INSULATED GLASS VGENSF EXTERIOR FINISH INSTALLATION ANCHOR CONSISTING OF: ` S� BY OTHERS 2X WOOD FRAME 0.1875"ANNEALED GLASS, PERIMETER SEALANT III v BYOTHERS 0.500'AIR SPACE, iI +" BY OTHERS 0.125'ANNEALED GLASS, pp 0.090"PVB INTERLAYER BY SOLUTIA, SI����ATE OF 1 10 ' \` 0.125°ANNEALED GLASS y.(L�'.Li •f�`�``3 I/4•MAX O.A.WINDOW SHIM SPACE / HEIGHT 10 3/4•MIN.EDGE I ` INTERIOR DISTANCE i TITLE: EXTERIOR 7 IFIN) 0.87GLAZING 8ITEA55 i I I SERIES 9000 SH(IMPACT) VERTICAL SECTIONS SEEDETAILA - INTERIOR EXTERIOR INTERIOR ` 19 GLAZING DETAILS SEE GLAZING PREPARED FOR: DETAILA B EXTERIOR 21 10 5 5�RCO ARCHITECTURAL C HITEC�RAL D1 VERTICAL SECTION 1C 11 GLAZING DETAIL A (I HEAD-2XWOODFRAME DATE:6-14-16 SEALANT BEDDING- � 1/4-MAX DAP B00 OR BETTER SPACE PERIMETER SEALANT----` DRN BY:KRS BY OTHERS CHK BY:GRK WOOD FRAMING 1.00*OA.INSULATED GLASS BY OTHERS CONSISTING OF: SCALE:NTS EXTERIOR INTERIOR 0.125"ANNEALED GLASS, VERTICAL SECTION-OPTION 0.500"AIRSPACE, REVISIONS SEE GLAZING 8 D3 0,125°ANNEALED GLASS, DETAILA 4 SILL-2X WOOD FRAME 10 0.090"PVB INTERLAYER BY 5OLUTIA, I/4•MAX. 0,125•ANNEALED GLASS O.A.WINDOW 30 5 SHIM SPACE IA 11 3/4•MIN EDGE DISTANCE INTERIOR m I PERIMETER SEALAM (FIN) 1 BY OTHERS 0.875•GLASS (� BITE IL lUJ z EXTERIOR FINISH I i 19 p BY OTHERSCL o PERIMETER SEALANT BETWEEN2X WOOD FIN&SHEATHING BY OTHERS �ME EXTERIOR SHEATHING BY iH0 WOOD SCREW W OTHERS INSTALLATION GLAZING DETAIL B 1 MIN. ANCHOR EMBEDMENT cFIN1 (DP+60/-70) --t-ttd z D2 VERTICAL SECTION e DWG#:SILL-2X WOOD FRAME SAPD.YV\�/.1003 SHEET: - - 4OF6 11/4-MIN. EMBEDMENT C® (FLANGE) SHHI1/4"MAX.M SPACE 1/4'MAX. INTERIOR STEEL FRAMING \\\\ N�m 3116-ITW TAPCON SHIM SPACE 3/DISTANCE E BY OTHERS Qa �••N \ Gf LICE '•y �� INSTALLATION ANCHOR 1X WOOD CK (FIN) 410TEKSCREW • -1 BYOTHERS OTHERSOPTIONAL INTERIOR NO, 18 , Jt 21/16'MIN.EDGE DISTANCE ( �• SEE GLAZING % • ORI A •'••��� DETAILA T SUFFICIENT ACHIEVE A MIN. �',..•,•.^ 3 THREADS THROUGH 1 1/4'MIN. SEE GLAZING WALL TITLE: 30 EMBEDMENT PERIMETER SEALANT '^•1•''"+ (FLANGE) DETAILA 10 SERIES 9000 SH(IMPACT') BETWEEN 1%WOOD RIMETER SEALANT EXTERIOR FINISH BY OTHERS BUCK& BY OTHERS EXTERIOR HORIZONTAL SECTIONS CONCRETEIMASONRY 1/4"MAX. INTERIOR EXTERIOR PERIMETER SEALANT SHEATHING'BY BY OTHERS O.A.WINDOW 3116'ITW TAPCON SHIM SPACE BY OTHERS OTHERS WIDTH INSTALLATION ANCHOR O.A.WINDOW PERIMETER SEALANT PREPARED FOR: 1X WOOD BUCK WIDTH BETWEEN FIN SHWINCO ARCHITECTURAL BY OTHERS OPTIONAL &SHEATHING PRODUCTS,LLC. A3 HORIZONTAL SECTION-OPTION HORIZONTAL SECTION IAMB-CONCRETE/MASONRY 2 1/2'MIN.EDGE 5 DISTANCE 5 JAMB-METALSIUD DATE:6-14-16 FLANOE•THROUGH FRAME SMS SCREW 7 SEE GLAZING DRN BY:KRS DETAILA I/4'MAX. 11/2•MIN, CHK BY:GRK SHIM SPACE '': EMBEDMENT ZX WOOD FRAME 3/4'MIN.EDGE ^„' ._ 1/4'MAX. (FLANGE) SCALE:NTS INTERIOR ,�c^• SHIM SPACE BY OTHERS DI(�;CE PERIMETER SEALANT -'•'•1�"� 10 2X W000 FRAME REVISIONS BETWEEN 1X WOOD SHEET ROCK BY OTHERS fid ROOFING NAIL BUCK B ';:�.":,y RIMETER SEALANT EXTERIOR BY OTHERS INS7gUAT10N ANCHOR CONCRETEIMASONRY BY OTHERS ��. 610 WOODISMS SCREW 1 BY OTHERS O.A.WINDOW Q C WIDTH INTERIOR 1B T 2'MIN. 7 19 SEE GLAZING �C31 HORIZONTAL SECTION , m EMBEDMENT DETAILA 5 JAMB-CONCRETE/MASONRY (FIN) Z ” FLANGE-THROUGH FRAME 3/4'MIN.EDGE O-� DISTANCE 1 SEE GIAZING� (FIN) H o ix EXTERIOR FINISH BY OTHERS 10 EXTERIOR DETAILA 10 L) PERIMETER SEAIANi SHEATHING BY LU BY OTHERS PERIMETER CAULK OTHERS Q FLASHING BY OTHERS BY OTHERS PERIMETER SEALANT EXTERIOR BETWEEN FIN &SHEATHING O.A.WINDOW EXTERIOR BRICK FINISH WIDTH BY OTHERS Z D4 HORIZONTAL SECTION G DWG#:HORIZONTAL SECTION 5 JAMB-2XWOODFRAME JAMB S 4`P•••�/ .1003 ROOFING NAIL 5 SHEET: - 5OF6 BILL OF MATERIALS NOTE: ITEM PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED UNDER CURRENT DESCRIPTION MATERIAL MANUFACTURER NO. MIAMI-DADE NOA OR AAMA CERTIFIED EXTERIOR PROFILES LICENSE BY �"Ipco 1 HEAD,JAMB FRAME(FIN) VINYL SHWINCO VISIONS INC, � �(�� IA SILL FRAME(FIN) VINYL SHWINCO X11 1IIII O HEAD,JAMB FRAME(FIN) �A SILL FRAME(FIN) B HEAD,JAMB FRAME(FLANGE) �\1 !//v� 18 HEAD,JAMB FRAME(FLANGE) VINYL SHWINCO VINYL VINYL VINYL `\\\\\(�>GKER yQ'4 TYPICAL WALL THICKNESS:.060'• TYPICAL WALL THICKNESS:.OaW TYPICAL WAILTHICKNESS:.oW 1C SILL FRAME(FLANGE) VINYL SHWINCO ,-3,86' * S '0 FS 2 SASH HEAD VINYL SHWINCO 3.86•--+� (�-3.86° �. No �' 3 FIXED MEETING RAIL VINYL SHWINCO _ 4 HEAD INSERT VINYL SHWINCO 3.30r 2 752.6e x• tp't�`C 5 SILL RISER(2°) VINYL SHWINCO js/ti r `V C 6 SILL RISER(1.1875') VINYL SHWINCO 7 JAMB COVER(OPTION) VINYL 5HWINCO TITLE: 8 LIFT RAIL VINYL SHWINCO VINYL 1C SILL FRAME(FLANGE) 2 SASH HEAD 3 MEETING RAIL 5 SILL RISER(2� VINYL O vlurL O vlm O VINYL SERIES 9000 SH(IMPACT) 9 STILE VINYL 5HWINCO TYPICAL WALL THICKNESS:.OGO' TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNES9:.050' TYPICAL WALL THICKNESS: COMPONENTS4 10 GLAZING BEAD(INSULATED) VINYLSHWINCO 17T 1.72 F�0.6t1° BILL OF MATERIALS 3.86° –1 11 SASH HEAD/LIFT RAIL REINFORCEMENT 6005-T5 VARIOUS I ° —}- PREPARED FOR: 12 STILE REINFORCEMENT 6005-T5 VARIOUS — 22Y 514WINCO ARCHITECTURAL I I 1925° 2, PRODUCTS,LLC. 13 MEETING RAIL REINFORCEMENT 6005-T5 VARIOUS 2.118• 111666 555���••111LJJJ��g 14 SASH HEAD/LIFT RAIL REINFORCEMENT(LT)OP50 6005-T5 VARIOUS L DATE:6-14-16 15 STILE REINFORCEMENT(LT)DP50 6005-T5 VARIOUS DRN BY:KPS 16 MEETING RAIL REINFORCEMENT(LT)DP50 6005-T5 VARIOUSO SILL RISER(1.187°) O JAMB COVER(OPTION) O LIFT RAIL O STILE VINYL VINYL VINYL VINYLCHK BY:GRK 17 BALANCE COVER(OPTION) VINYL SHWINCO TYPICAL WALLTHICKNESS:106(' TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNESS:.OW TYPICAL WALLTHICKNESS: i6 WEATHERSTRIPING FIN SEAL AMESBURY 0618' 1.595 *2.448- .060' SCALE:NTS 41419 GLASS BEDDING-DOW 1399 SILICONE DOW CORNING REVISIONS o20 GLASS BEDDING-NOVAGUARD M-100 51LICONE NOVAGUARD F ' '� z.a9 21 SPACER TRU-SEAL 16z}— 22 INSTALLATION CLIP STEEL _ 23 TILT LATCH DALWORTH m �Q GLAZING BEAD SASH HEAD/LIFT RAIL REINF. STILE REINFORCEMENT 24 LOCK/KEEPER TRUTH ONSULATED) ALUMINUM ALUMINUM VINYL TYPICAL WALL THICKNESS:.090' TYPICAL WALL THICKNESS:LOBO' 25 PIVOT BAR STAINLESS STEE VARIOUS TYPICAL WALL THICKNESS:.050' t 35' 1322 Q 26 SPIRAL BALANCES VARIOUS 1-1 I L 1[-0.5° ! r 675° 48° 1.025° 0. 0 �T Wi c � 'o o a 13 MEETING RAIL REINF 14 SASH HEAD!LIFT RAIL REINF. S STILE REINFORCEMENT 16 MEETING RAIL REINF. T BALANCE COVER(OPTIONAL) 22 INSTALLATION CLIP 26 PIVOT BAR PLUMINUM ALUMINUM ALUMINUM ALUMINUM VINYL STEEL STAINLESS STEEL TYPICAL WAIL THICKNESS:.OW TYPICAL WALL TIOCKNESS:.0W(DP 0) TYPICAL WALL THICKNESS:.OW(OP50) TYPICAL WALLTMCKNESS:.040'(OP50) TYPICAL WALL THICKNESS:.M' _..I 1..._ 0.3551-1— — Z 1.449" I35' 1.346' t.45(r 1.241' O.4Bo- DW G# : 0.67 0.8 0.285'� SAP .W.1003 IOB' 0.355 1,08' 5T 0.055" 1-4- SHEET: 6 OF 6 Florida Building Code Online Page 1 of 3 Wc 1i$ i a Professional1 . 1 BCIS Home Log In I User Registration I Hot Topic 1 Submit Surcharge Stats✓§Facts ` Publications Contact Us 1 BCIS Site Map j Links 1 Search Florida i >� Product Approval .�. USER:Public User BY,Vaad I�tA u Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL12519-R4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Shwinco Architectural Products,LLC. Address/Phone/Email 171]et Services Way Dothan,AL 36303 (334)556-1000 kelth@shwincoap.com Authorized Signature Keith Schneider keith@shwincoap.com Technical Representative Craig Shipp Address/Phone/Small 400 Aberdeen Loop Lynn Haven,FL 32444 (850)271-8900 shwinco@knology.net Quality Assurance Representative Craig Shipp Address/Phone/Email 400 Aberdeen Loop Panama City, FL 32405 j (850)271-8900 shwlncooknology.net Category ` Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listin Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 Equivalence of Product Standards ,Certified By Qi I affirm that there are no changes In the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. h4s://www.floridabuilding.org/pr/pr_app_4tl.aspx?param=wGEVXQwtDgvG4Aty8UaHdKv6aDDJ%2... 12/19/2018 Florida Building Code Online Page 2 of 3 Documentation from approved Evaluation or Validation Entity 0Yes 0 No 0 N/A FL12519 R4 COC 12519.1 R4 NOA 2017-0015.Ddf FL12519 R4 COC 12519.2 R4 NOA 2017-0016.pdf FL12519 R4 COC 12519.3 R4 NOA 2017-0017.pdf Product Approval Method Method 1 Option A Date Submitted 10/02/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/05/2017 Summa of Products` iFL#'" Modei,.Number.dr Name Description, 12519.1 Series 9700 Vinyl(PVC)4-Panel Sliding Glass Door(Non-Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL12519 R4 C CAC NI008048A-114 FL12519.1.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2020 Design Pressure: +90/-90 Installation Instructions Other:Configuration:OXXO See Drawing SAP.D.1002 for Limits FL12519 R4 II FL12519.1 Installation Drwo SAP.D.1002 Rev.Ddf of Use Verified By:Gene Kearley, P.E. FLA No. 52484 Created by Independent Third Party:Yes Evaluation Reports FL12519 R4 AE Bavarian Polymers AAMA Profile Listing BAV-l.Ddf FL12519 R4 AE FL12519.1 Engineering Eva1.Ddf Created by Independent Third Party:Yes 12519 2 Series 9700 `-` Vinyl(PVC)Sliding Glass poor(Non-Impact)2,3 or 4 panel within Maximum Dimension. Limits=of Use Certification'Agency CerElficate Approved for use In' No No FL12519 R4_C CAC IU1008048E-R4-FL12519 3.Ddf Approved for use.outside HVHZ:Yesll, ` t Quality Assurance Contract Expiration Date Impact Resistant:No ` 10/31/2020 Design Pressure:+70/-70. Installation Instructions Other:See Drawing SAP.D.1001 for Limits of Use FL12519 R4 II FL12519`2 Installation Drwg SAP D 1001 Rev odf Verifies By:Gene Kearley, FLA No.52484 Created.by Independent Third Party:.Yes Evaluation Reports FL12519•R4 AE Bavarian=Polymers AAMA Profile Listing BAV-1:pdf FL12519 R4 AE FL12519.2 Engineering Eva[2015-0016 odf Created by_IndependentThird Party:Yes .12519.3 Series 9700 Vinyl(PVC)Sliding Glass Door(Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL12519 R4 C CAC NI008048C-R7 Rev FL12519 3 odf Approved for use outside HVHZ:Yes FL12519 R4 C CAC NI008048D-R2 FL12519 3 pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 10/31/2020 Other:See Drawing SAP.D.1003 for Limits of Use and specific Installation Instructions design pressures. FL12519 R4 II FL12519.3 Installation Drwo SAP.D.1003 Rev.Ddf Verified By: Gene Kearley, P.E. FLA No.52484 Created by Independent Third Party:Yes Evaluation Reports FL12519 R4 AE Bavarian Polymers AAMA Profile Listing_ BAV-I.pdf FL12519 R4 AE FL12519.3 Engineering Eval 2015-0017 odf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida_Statutes, effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Oil Fcgl eC9 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdKv6aDDJ%2... 12/19/2018 Florida Building Code Online Page 3 of 3 Credit Card Safe ; I i I https://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgvG4Aty8UaHdKv6aDDJ%2... 12/19/2018 NOTICE OF PRODUCT CERTIFICATION >,..... CERTIFICATION NO: N1008048C-R7 DATE: 05/21/2007 CERTIFICATION PROGRAM: Structural COMPANY: Shwinco CODE: 1972-1 REVISION DATE: 06/10/2014 To verify that the"Notice ofProduct Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteriahas been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Shwinco Architectural Products,LLC Series"9700" 171 Jet Services Way Vinyl Sliding Glass Door Dothan,AL 36303 Configuration:OXXO Glazing:IG-Exterior-1/4"Tempered Glass/ Interior Laminate-3/16"Heat Strengthened - Glass/0.075"PVB by Solutia/ 3116"Heat Sirengthened Glass Frame: W-3595mm(141.5") H-2438mm(96") Panel: W-942mm(37.12") H 2369mm(93.25") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 SD-C65 3595 x 2438 (142 x 96) AAMA/NWWDA 101/1.S.2-97 Design Pressure:+-3112 Pa(65 psf) ASTM E1886-02/05/E1996-02/05 Wind Zone 4-Missile Level D Water Penetration Resistance Test Pressure W3.75 Sill Riser: 648 Pa(13.5 list) Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3281-5/NCTL-210-3281-2 Expiration Date: October 31,2020 Administrator's Signature: JAO NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fag:(804)684-5122 i SHWINCO ARCHITECTURAL �® INSTALLATION NOTES: \\\1111111N►p/11/ppp 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR PRODUCTS INC. LOCATION SHOWN.USE ANCHOR STRAPS FOR SILL Q .+'" LjCEIy +5j OPTION: ONE(1)ANCHOR STRAP CAN BE USED IN LIEU OF SCREWS. Q7 A S 2. THE N UMBER OF NUMBER OF ANCHORS TO BE USED R PRODUCTNSTALLATION.IMUM SERIES Vp OO SLIDING GLASS DOOR 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF (IMPACT) p it/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL GENERALNOTES: (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVEFROM ONE INSTALLATION ANCHOR TO THE NEXT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE �.1-LE. !(�piplh 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD FLORIDA BUILDING CODE(FBC),EXCLUDING BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. HVHZ AND HAS BEEN EVALUATED ACCORDING SERIES 9700 SGD(IMP.) SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIM(S)SHALL TOTHEFOLLOWING INSTALLATION& BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. GENERAL NOTES • AAMA/NWWDA101/1.5.2-97 S. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION INTO WOOD AAMA/WDMA/CSA 101/1.S.2/A440-05 PREPARED FOR: FRAMING USE 910 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH ASTM E1886.02/05 TABLE OF CONTENTS SHWINCO ARCHITECTURAL TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E1996.02/05 PRODUCTS,LLC. SHEET REVISION SHEET DESCRIPTION 6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION THROUGH 2. ADEQUACY OF THE EXISTING STRUCTURAL SX BUCK TO CONCREWMASONRY OR DIRECTLY INTO CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND 1 - INSTALLATION&GENERAL NOTES DATE:5-26-15 CONCRETE/MASONRY,USE 3116 INCH DIAMETER TTW TAPCON FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 2A - ELEVATION&ANCHOR LAYOUT ORN BY:KR5 EMBEDMENT. FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. ELEVATION 4 ANCHOR LAYOUT 3 7. FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS OR 3 - VERTICAL SECTIONS CHK BY.CDS 98 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH 3, IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SCALE:NTS TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 4 - HORIZONTAL SECTIONS STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE 5 - GLAZING DETAIL,COMPONENTS&BILL OF MATERIAL REVISIONS 8. MINIM UM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND RECORD FOR THE PROJECT OF INSTALLATION. SIDING. W 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE f- 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR m OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION DESIGN PRESSURE RATING COATING. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SIZE DESIGN PRESSURES MISSLE IMPACT 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. RATING INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS Z MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO S. APPROVED IMPACT PROTECTIVE SYSTEM ISNOT 1471 x 96" +60/-60 PSF LARGE AND SMALL O FACE SHELL OF BLOCK. REQUIRED ON THIS PRODUCT IN AREAS REQUIRING (OXX) MISSILE TESTED d 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH IMPACT RESISTANCE. 141.5"x 96" LARGE AND SMALL ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS 6. DOOR FRAME MATERIAL:VINYL(PVC) (OxxO) ;65/-65 PSF MISSILE TESTED VV) SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE w MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 7. GLASS MEETS ASTM E 1300-04 GLASS CHART 141.5'x 79.5° LARGE AND SMALL REQUIREMENTS.SEE SHEET 5 FOR GLAZING (OXXO) +50/-50 PSF MISSILE TESTED 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED DETAIL. ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD-MINIMUM SPECIFIC GRAVITY OF O.SS. 8. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. X:OPERABLE PANEL DWG#: C. MASONRY ORGREATER). CONFORMANCE TO ASTM C-90,GRADE N, 0:FIXED PANEL SAP,0.1003 D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL 9, APPROVED CONFIGURATION: 2 TRACK:OXX,XXO,OXO, SHEET: THICKNESS OF 47.8 MILS.(18 GAUGE). OXXO _.........._..._...._.......................--- ..._..... _....._.._._....._......_.........................-.. 1 OF 5 _ __ _ _ �OM8(11 CleTGLATIONANCM00.,°i/A°E"FD _ FA lD1:e110N TYP300.1PA0/AYm/60.L M.TPACK �® f11➢e'NNL G(US1EYfl01N MTT�� ' oyasywTx D ] K�TM — ® iarii'rP. minima.° ���ttt �R!fll/p�y'ri @JAN°TYP. 70 E �+ OrEOF 4 4 4 z i� O ,^e NA PANG ...'V .' % 4 X 4 O % % O o�c®pues i�/''��O NEK+M HE1CNf NEI°M Q O O 0 �-MM����++"LL����1 TITLE: SERIES 9700 SGD(IMP.) ELEVATION S ANCHOR LAYOUT /r /r o µ N PREPARED FOR: SHWINCO ARCHITECTURAL ELEVATION 9 ' 3 PROOUCiS,LLC. ANCHOR LAYOUT THROUGH FRAME OR ANCHOR STRAP DATE:5-26-15 CTNAPPFA IOCATK"! DRN BY:KRS 01@(1)F�TALLFTWNANCNo0.8G00EN® PE"°`"n°NTYPIO0.NEM""�/°F` CHK BY:CDS F]R.1fU01( SCALE:NTS Cif.TMOK 141WWXGAAIB WOTN 1411Ve �MTtf REVISIONS °.ON NAK F . ]l.f]YLLT FROV CONNyy °.ar'NVL F.oreuxoc. oio.lwrx PAKELN10tN— A c TYP. moucoNNa 3 3 ®f/Gnoeeu.Tw. q O imIm. Q O ra z 4 ow V WV o0 00 W �olelnwenuATnN ANCNa0.61 AN—A.I MPPE0. OGeIX"/ 70 DWG#: ELEVATION 3 3 3 e ` SAP.D.1003 `oNe o,weuw,TKa ANCHOR LAYOUT ""°"'"� SHEET: /NCN00.91RIPPE0. LounoN THROUGH FRAME OR ANCHOR STRAP 2A OF 5 141.60'MAX.FRAME WIDTH 25.00'MAX WIDTH PANEL MAX k1 c® WIDTH A C 1C9 3 3 �tt1t1U l l l l 11g1�/��/ " a • ro79.50' 7215 687b' . MAX. MAX MAX. FRAME PANEL D.L.O. HEIGHT HEIGHT HEIGHT O X Q O X O nT1, �//IN1111111Ht I SERIES 9700 560(IMP.) ELE�/ ANCHOR AAYNOUT f PREPARED FOR: SHWINCO ARCHITECTURAL B BI 0 PRODUCTS,LLC. ELEVATION 3 3 3 DATE:5-26-15 EXT.TRACK DRN BY:KRS INT TRACK ONE(1)INSTALLATIONANCHOR.STAGGERED CHK BY:CDS 141.60'MAX.FRAME WIDTH PER LOCATION TYRFOR HEAD/JAMBS I SILL 012.60,MAX.O.C. 3.0(r MA)(- SCALE:NTS (�HEADBSILLTYP. FROM CORNER OMCORN 3' T17 F0 JAMBTY R REVI5IONS ®JAMB TYP. 14' G 35.5 Gr z 79.50' 73.5 MAX. 73.F X X O HEIGHT D O —ONE(1)INSTALLATION M ANCHOR OR aC ANCHOR STRAP PER LOCATION LU D DW6#: \ ONE(1)INSTALLATION SAP .D.1003 ANCHOR LAYOUT AANCHOROR NCHORSTRAPPER SHEET: THROUGH FRAME OR ANCHOR STRAP LOCATION 2 B OF 5 3118"ITW TAPCON SHEATHING BY 2"MIN. 21/2"MIN.EDGE - - - - - - - - INSTALLATION ANCHOR OTHERS EMBEDMENT DISTANCE FLASHING BY OTHER (FIN) BY OTHERS Btl ROOFING NAIL Co EXTERIOR FINISH BY OTHERS FIN SHCAULKB�ING INSTALLATION ANCHOR R arni / BY OTHERS , . OFRAME N EXTERIOR FINISH BYO HERS ••r"• •'t•' BY OTHERS SHEET ROCK d,•, 1}OE , ti PERIMETER SEALANT PERIMETER SEALANT BY OTHERS BY OTHERS f BY OTHERS NLD lA •1/4'MAX L4'SPACE M SAX HIM X17{ t SHIM SPACE 11/4'MM 1 ��tr''..OFiIDP,.••��•� 3/4'MIN.EDGE 'tea.....•' O.A.HEIGHT 8 EMBEDMENT O.A.TDHOR 8 DISTANCE DoMm. HEIGHT 2 2 (FIIJ) 134511-09 Whit EXTERIOR INTERIOR EEXTERIOR - INTERIOR III TITLE: SEE GLAZING SERIES 9700 SGD(IMP.) 3 DETAILA 3 VERTICAL SECTIONS SEE GLAZING 3 INTERIOR DETAILA SEE GLAZING PREPARED FOR: DETAILA SHWINCO ARCHITECTURAL EXTERIOR PRODUCTS,LLC. 8 O.A.DOOR 2 ONCRETE/ DATE:5-26-15 VERTICAL SECTION HEIGHT MA50HERVERTICAL SECTION 3 HEAD-CONCRETE/MASONRY LA 9 6 BY OTHERS HEAD-211WOODFRAME DRN BY:KRS THROUGH FRAME PERIMETER SEALANT BY OTHERS CHK BY:CDS 1 va°MIN. •� SCALE:NTS FMBEDMENT •• " �•. SEE GLAZING '• SEE GLAZING REVISIONS DETAILA y•1 •'• •� �'. DETAILA SEALANT BED •. .. � INTERIOR BY OTHERS 3116,ITW NN-R1OR G 3 TAPCON 12 3 43 1 2 1/2'MIN.EDGE INSTALLATION EXTERIOR DISTANCE ANCHOR EXTERIOR oT0 BB1 VERTICAL SECTION B H DOOR 2 ONCRETFJ '3 SILL-CONCRETE/MASONRY 2 NEfE/ Q HEIGHT MASONRY THROUGH FRAME MASONCRRY IFI- IA 9 6 BYOTHERS IA 9 6 BY OTHERS PERIMETER SEALAM PERIMETER SEALANT 13 BY OTHER5 BY OTHERS SEALANT BED �.t•. t. .'• .1.. •A t .'y. �,• •M _• ..�• • • EMBEDMENT BY OTHERS •'t SEALANT BED ••tZ• T-. Z `• ''� ..,:. BY OTHERS , .. •� • 21/2'MIN.EDGE .' DWG#: DISTANCE 3H6'TIW TAPCON ..7/11 AD1 C •D. 003 VERTICAL SECTION VERTICAL SECTION INSTALLATION 3 ANCHOR SHEET: SILL-CONCRETE/MASONRY 3 SILL-CONCRETE/MASONRY ANCHORSTRAP 3 OF 5 I V V MIN. _ WOOD TRIM BY OTHERS EMBEDMENT -- - - - - - 1/4'MAX INTERIOR 1/4'MAX. SHEET ROCK SHIM SPACE LX WOOD BUCK BY OTHERS SEE GLAZING SHIM SPACE BY OTHERS • 316'ITWTAPCON DETAILA 2 8 �® CONCRETEMASONRY INSTALLATION ANCHOR 3/4'MIN.EDGE BY OTHERS DISTANCE METAL FRAMING • (FIM BYOTHERS 4 SMSSCREw O\\\ullllllpry��/ CAULK BETWEEN IX 5 INTERIOR INE 10 5 ANCHOR �\\\\G �� • ' �� INSTALLATION WOOD BUCKS CONCRETEJMA80NRY 2 B - 3 BY OTHERS • n (SOI �• s willi ��� l V 4 $ •'.f 2 8 3 SUFFICIENT TO y�� ATIEQF • SEE GLAZING i arwn,v aCHIEVEA MM 1 3 SEE GLALNG EXTERIOR DETAILA 2 8 1 3 TF6iE ^THROUGH ���'' P �••��``\ DETAILA EXTERIOR FINISH / \\ _ p HORIZONTAL SECTION BY OTHERS TITLE' n�au,mo\\ `PERIMETER SEALANT EXTERIOR PERIMETER SEALANT 21 2'MAJ.EDISTANCE GE BY OTHERS 4 STILE INTERLOCK BY OTHERS SHEATHING BY SERIES 9700 SGD(IMP,) DERB EXTERIOR FINISH EXTERIOR CAULK BfiTWEEN FlN HORIZONTAL SECTIONS BY OTHERS OA.DOOR O.A.DOOR &SHEATHING WIDTH WIDTH PREPARED FOR: SEE GLAZING SEE GLAZING �1 HORIZONTAL SECTION DETAILA INTERIOR OET*—\ SHN%aWOARCHITECTURAL z e zG HORIZONTAL SECTION PRODUCTS,LLC.JAMB-CONCRETE/MASONRY 4IAMB-METALSTID SMS SCREW DATE:5-26-15 DPN BY:KRS 3 EXTERIOR10 CHK BY:CDS SCALE:NTS HORIZONTAL SECTION REVISIONS 4 ASTRAGAL V4•MAX 3/4'MIN.EDGE 11/r MM SHIM SPACE LU DISTANCE SHEET ROCK EMBEDMENT F- (FIN) 1/4'MAX 6YOTHERS -FF SHIM SPACE SHEET ROCK SEE GLAZING BY OTHERSkj G8 WOOD/SMS SCREW TJC WOOD FRAME B 2 DETAILA 2 B 2X WOOD FRAME m BY OTHERS INTERIOR BY OTHERS 6tl TI ROOFING HAIL 7 5 O INSTALLATION ANCHOR 2 8 4 4 FI 3 F- o. EMBEDMENT W (FIN) IA IA4'MM EDGE 3 SEE GLAZING 3 B 2 EXTERIOR 2 6 3 SEE GLAZING 2 8DISTANCE EXTERIOR FINISH BY OTHERS DETAILA DETAILA EATHING BY ZPERIMETER SEALANT OTHERSDWG#: FLASHING BYOTHERS BY OTHERS PERIMETER 9EAIANCAULK BETWEEN FlN BY OTHERTERIOR BRICK FINISHd&SHEATHING DWIDGHOR OTHERS SAP.D.1003 HORIZONTAL SECTION HORIZONTAL SECTION SHEET: q JAMBDFRAME q ROOFINGOOFING NAIL JAMB-REPLACEMENT 4 OF 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER NO. CD HEAD,SILLAND JAMB(FIN) 1A HEAD,SILLAND JAMB 2 PANEL 1 MAIN FRAME(FIN) VINYL SHWINCO VINYL VINYL VINYL SA MAIN FRAME(FLUSH) VINYL SHWINCO �® TYPICAL WALL THICKNESS:.06T TYPICAL WALL THICKNESS-06WTYPICALWALLTHICKNES3:ABD' 2 PANEL VINYL SHWINCO 6.9 F.-5.43e—--1 .o\IeWllUlp//�/� 5.9 I 3 GLAZING BEAD VINYL SHWINCO 1.26' Q��G.�°'1 jC '•., _ 3• 4 INTERLOCK VINYL SHWINCO 125• ` •�r 5 TRACK COVER VINYL SHWINCO _ � 6 TRACK ALUMINUM VARIOUS .!f- 7 THRESHOLD ALUMINUM VARIOUS 8 PANEL REINFORCEMENT ALUMINUM VARIOUS ghtr�� w�N•r���` 9 FIXED PANEL RISER ALUMINUM VARIOUS ! p 10 ASTRAGAL VINYL SHWINCO O GLAZING BEADO INTERLOCK O TRACK COVER TI Csflf(Illlll\I\ VINYI VINYL VINYL SERIES 9700 SGD{IMP,) 11 SILL RISER 0.75°(OPTION) ALUMINUM VARIOUS TYPICAL WALL THICKNESS:•Oso• TYPICAL WALLTHICKNESS:.DW TYPICAL VAUITHICKNESS:.CW GLAZING DETAIL,B.O.M.4 12 SILL RISER 2.00"(OPTION) ALUMINUM VARIOUS COMPONENTS T-0.5• 2. 13 4°X 1°X 0.55"ANCHOR STRAP STEEL VARIOUS .1_ L_I 2 I PREPARED FOR: 14 GLASS BEDDING-DOW 995/NOVAGUARD M 400 SILICONE DOW CORNING 0.784• 5HWINCO ARCHITECTURAL 265' ��-�-1.025' T— PRODUCTS,LLC, 15 SPACER �.-3.32•—� 16 ROLLERS STEEL VARIOUS DATE:5-26-15 17 MORTIS LOCK STEEL VARIOUS DRN BY:KRS 18 HANDLE SETS STEEL VARIOUS 19 FIXED PANEL CLIP ALUMINUM VARIOUS CHK BY:CDS O TRACK O PANEL REINFORCEMENT O FIXED PANEL RISER SCALE:NTS 20 MOVING PANEL CLIP ALUMINUM VARIOUS ALUMINUM ALUMINUM ALUMINUM 21 INTERLOCK REINFORCEMENT ALUMINUM VARIOUS TYPICAL WALLTHICKNESS;.OW TYPICAL WALLTHICKNE3S:.000' TYPICAL WALL IMCKNESS:.OW REVISIONS 22 PANEL REINF,SCREWS#8X11/4"TEKPHFLTHD TAINLESSSTEE VARIOUS —I 1.a86 I-- �362B.� " 1883. W 23 INTERLOCK SCREWS#8 X 11/2°TEK PH PAN STAINLESS STEELVARIOUS �1----)} I1�I I_ ~ ( L -r 24 INSTALLATION SCREWS#8 X 21/2°PH PAN ND STAINLESS STEEL0.825• 1.696" 223 VARIOUS FF 25 ROLLER SCREWS#8 X 3/4"PH FLT HD STAINLESS STEEL VARIOUS I m 26 WEATHER STRIPPING-FRAME.270 X.290 PILE FIN SEAL MAX 27 WEATHER STRIPPING-INTERLOCK.270 X.370 PILE FIN SEAL MAX Z NOTE, 1.00'O.A.INSULATED GLASS 10 ASTRAGAL 12 SILL RISER(OPTION) CONSISTING OF: !a- 1)PVC MATERIAL CERTIFICATION SHALL BE 0.25•TEMPERED GLASS, TYPICAL WALLTHICKNESS:MS' POSITIVE�P:BO PSP SUBMITTED UNDER CURRENT - 0.50•AIR SPACET , � 3 0.1875•HEAT STRENGTHENS LUTIA 2�, UJ LDi6' MIAMI-SASE NOA OR AAMA CERTIFIED AT-11 � 0.070'PVB INTERLAYER BY 50LUTIA, EXTERIOR PROFILES ISGFNSE BY 7 �� 0.1875•HEAT STENGTHEND GLASS 11 AL MINUMER(OPTION) BOVARI:AN POLYMERS f POSITIVE OP.70 PSF 2)PROPER SIUY RISER OPTION SHALL BE 0.876"GLASS I 14 NOTE: Z CHOSEN WHERE INCREASED RESISTANCE BITE ; 1 1.GLAZING SHALL CONFORM I--0.71° DWG#: TO WATER INFILTRATION IS REQUIRED. TO APPLICABLE SAFTEY 4.73• I 4.47- GLAZING REQUIREMENTS rSAP.D.1003 AD•D•1003 PER SECTION 2411 OF THE I EXTERIOR INTERIOR FBC. 1913 L SHEET: MEET GLAZING DETAIL EQURIEMENTSLEOFAST E J—_ 13D0.04, 5 OF 5 J ' Gene Kearley, P.E. Engineering Evaluation Report 319 Chapelwood Drive Report No.:2015-0017 Dothan,AL 36305 FL 12519.3 FLA No.52484 Manufacturer: Shwinco Architectural Products,LLC 171 Jet Services Way Dothan,AL 36303 Product Line:Series 9700 Vinyl Sliding Glass Door(IMPACT,NON-HVHZ) Maximum Dimensions&Design pressure:(See drawing SAP.D.1003) Compliance: The above mentioned product has been evaluated under method 1(a)for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance.The product listed herein complies with requirements of the Florida Building Code. i ' Gene Kearley,P.E.does 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. Supporting Technical Documentation: 1., Approval Document:Drawing SAP.D.1003 signed and sealed by Gene R. Kearley,P.E. (FL# 52484). Drawing SAP.D.1003 should be referenced for all specific use parameters. 2. Test Data: a. Product Test Report#NCTL 210-3281-S,Report Date:05/02/07. National Certified Testing Laboratories, Inc.(FBC Organization#TST1589) b. Product Test Report#NCTL-210-3532-3,Report Date: 10/05/10. National Certified Testing Laboratories, Inc. (FBC Organization#TST1589) c. Product Test Report#NCTL-210-3281-2, Report Date:04/13/07. ���t�t, National Certified Testing Laboratories,Inc.(FBC Organization#TST` ����vGENSF'•w �y�G � 3. Test Standards s ,�• X84 AA a. AAMA/NWWDA 101/l.S.2-97 *t Na. b. AAMA/WDMA/CSA 101/l.S.2/A440-05 r'ti = c. ASTM E1886-02/05 d. ASTM E1996-02/05on GAF •1;C0•R�D;'.•'•�C�,'•r� NO i Florida No.52484 Report No.:2015-0017 1 of 2 4. Quality Assurance a. National Accreditation and Management Institute(FBC Organization#QUA 1789) S. Certification Agency a. National Accreditation and Management Institute(FBC Organization#QUA 1773) installation: Through Frame or Anchor Strap Installation A. For concrete or masonry substrates where one-by(1x),non-structural,wood bucking is employed, use 3/16"diameter!TW Topcon type(or equal)concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25"into concrete or masonry substrates. B. For concrete or masonry substrates where bucking is not employed, use 3/16"diameter!TW Topcon type(or equal)concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25" into concrete or masonry substrates. i C. For two-by(2x)wood frame substrate, use#10 pan head wood screws of sufficient length to achieve minimum embedment of 1.5" into wood framing. I Limits of use: 1.; This product has been evaluated and is in compliance with the Florida Building Code,excluding the"High Velocity Hurricane Zone"(HVHZ). 2. The product anchors shalt be as listed and spaced as shown on the details. Anchor embedment into the substrate material shall be beyond wall dressing or stucco. 3., When used in areas requiring wind borne debris protection this product complies with the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from details of drawing SAP.D.1003 require further engineering analysis by a licensed engineer or registered architect. 5. See drawing SAP.D.1003 for size and design pressure limitations. I I I Gene Kearley,P.E. Florida No.52484 Report No.:2015-0017 2 of 2 1/31/2019 Florida Building Code Online .,ness es i10 uhltib BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search i Florida aProduct Approval USER:Public User Es P Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16520-R3 Application Type Affirmation Code Version 2017 Application Status Approved I I Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 iengineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com { Technical Representative Keith Schneider Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334)556-1000 Ext 113 kschneider@shwinco.com Quality Assurance Representative Keith Schneider Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334)556-1000 Ext 113 kschneider@shwinco.com Category Exterior.Doors Subcategory Sliding Exterior Door Assemblie i i Compliance Method Certificatio Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute { Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By td'I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUDGZBpRBd81%2fxRdiCYGPaN3JxP9YxeNBvQ%3d%3d 1/2 1/31/2019 Florida Building Code Online Documentation from approved Evaluation or Validation Entity 0 Yes (D No C N/A FL16520 R3 COC 16520.1 R3 NOA 2017-0019.pd_f FL16520 R3 COC 16520.2 R3 NOA 2017-0020.pdf Product Approval Method Method 1 Option A Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/22/2017 I Summary of Products FL# Model,Number or Name Description 16520.1 Series 9700 Vinyl (PVC)Sliding Glass Door 8080 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16520 R3 C CAC NI011590.02-112-signed. df Approved for use outside HVHZ:Yes FL16520 R3 C CAC NI011590-R2-signed.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 05/31/2020 Other:Large Missile Impact Rated Configuration:XO Glazing: Installation Instructions IG-Ext-3/16"Tempered Glass/Int-Laminate-3/16"Annealed FL16520 R3 II Series 9700 Installation.pdf Glass/0.090"Interlayer by Solutia/3/16"Annealed Glass. PVC Verified By:Joshua M. Royce, P.E.68180 extrusions are certified under NOA 12-1126.10 for Bavarian Created by Independent Third Party:Yes Polymers,Expires 02/07/18.Component Approval NOA 12- Evaluation Reports 1231.09 Soluta Interlayer,Expires 04/14/2018. FL16520 R3 AE Series 9700 Eval.pdf Created by Independent Third Party:Yes 16520.2 Series 9700 Vinyl(PVC)Sliding Glass Door 6068 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16520 R3 C CAC NI011590.01-R2-signed.pdf Approved for use outside HVHZ:Yes FL16520 R3 C CAC NIO11590.03-Rl-si ned.12df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +80/-80 05/31/2020 Other- Large Missiler Impact Rated Configuration:XO Glazing: Installation Instructions IG-Ext-3/16"Tempered Glass/Int-Laminate-3/16"Annealed FL16520 R3 II Series 9700 Installation.pdf Glass/0.090"Interlayer by Solutia/3/16"Annealed Glass. PVC Verified By:Joshua M. Royce,P.E.68180 extrusions are certified under NOA 12-1126.10 for Bavarian Created by Independent Third Party:Yes Polymers,Expires 02/07/18.Component Approval NOA 12- Evaluation Reports 1231.09 Soluta Interlayer, Expires 04/14/2018. FL16520 R3 AE Series 9700 Eval.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyri�c ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �? � O M Credlt CarcC i { https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUDGZBpRBd8le/`2fxRdiCYGPaN3JxP9YxeNBvQ%3d%3d 2/2 i 1/31/2019 Florida Building Code Online .R s � r a • ♦ 1fogsi® e a BCIS Home Login User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map Links Search Florida � Y Product Approval USER:Public User d' , Product Aporoval'Menu>Product or Application Search>Application List s. a Search Criteria Refine Search Code Version 2017 FL# 16520.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL16520- Affirmation Shwinco Architectural Products,LLC National Accreditation&Management Approved R3 FL#:FL16520.2 Institute History Model:Series 9700 (804)684-5124 Description:Vinyl(PVC)Sliding Glass Door 6068 Category:Exterior Doors Subcategory:Sliding Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: f Credit Card Safe I i i i I https://floddabuilding.org/pr/pr app_Ist.aspx 1/1 SHWINCO ARCHITECTURAL P-&eALLC INSTALLATION NOTES: PRODUCTS, INC■ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR J LOCATION SHOWN.USE ANCHOR STRAPS FOR SILL. OPTION: ONE(1)ANCHOR STRAP CAN BEUSED IN LIEU OF SCREWS, SERIES 9 700 SLIDING GLASS 'z �.; 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM O O O .1 NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. GENERAL NOTES: 11, _ 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF DOOR(IMPACT) CNJ, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED V)¢K 0 tl/21NCH OF THE DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL AND MANUFACTURED TO COMPLY WITH THE H H Z lL O (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT 2010 FLORIDA BUILDING CODE(FBC), OC Z W Z3 a CUMULATIVE FROM ONE INSTALLATION ANCHOR TOTHE NEXT. INCLUDING HVHZ AND HAS BEEN EVALUATED V3 H Uat W ACCORDING TO THE FOLLOWING 63 _ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD I— ul Lb BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. AAMA/WDMA/CSA 301/I.S.2/A440-08 SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL ASTM E1886-05 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. ASTM E1996-09 TAS 201-94 TABLE OF CONTENTS 5. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION INTO WOOD TAS 202-94 p FRAMING USE#30 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH TAS 203-94 SHEET REVISION SHEET DESCRIPTION TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 2. ADEQUACY OF THE EXISTING STRUCTURAL 1 - INSTALLATION&GENERAL NOTES m 6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION THROUGH CONCRETE/MASONRY AND 2X FRAMING ASAMAIN WIND 1X BUCK TO CONCRETE/MASONRY,OR DIRECTLY INTO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 2 - ELEVATION&ANCHOR LAYOUT CONCRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCON AND TRANSFERRING APPLIED PRODUCT LOADS TO THE3 - VERTICAL SECTIONS O OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE II/4INCH MINIMUM FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR I EMBEDMENT. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 - HORIZONTAL SECTIONS&GLAZING DETAILS a H 7. FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS 3. SX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 5 - COMPONENTS&BILL OF MATERIAL OR ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Uj111 #8 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE p TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, p INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE DESIGN PRESSURE RATING Z SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION SIZE DESIGN PRESSURES MI55LE IMPACT 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, RATING OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE COATING. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 96"x 96" +60/-60 PSF LARGE AND SMALL MISSILE TESTED 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING 71-1/2"x 79-1/2" .80/-80 PSF LARGE AND SMALL MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO IMPACT RESISTANCE. MISSILE TESTED FACE SHELL OF BLOCK. 6. DOOR FRAME MATERIAL:VINYL(PVC)-MIAMI DADE NOA 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 12-1126.10. nannnuumw��� .�. T j; LU—3MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS `\��o"oNUP,m'?ni. Til m y m V) —3V) - SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7. GLASS MEETS ASTM E1300-04 GLASS CHART ��•�\oENSF�R�'. .0 Z =V V Z MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. REQUIREMENTS.SEE SHEET 4 FOR GLAZING 'atr No.60700 *c p p V DETAIL. 12, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED 9'0% #' :grim DWG#: ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 8. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: �O`•, STATE OF :t 100833D A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. X:OPERABLE PANELB. CONCRETE C. MASONRY-STRENGTH ICON ORMANCE TOASTM C-90,GRADEMLIM COMPRESSIVE STRENGTH OF 2700 N, 0:FIXED PANEL SS,ONIAt``� SHEET: TYPE 1(OR GREATER). - _ -_ ___ __ ._- -_. 9._APPROVED CONFIGURATION_: X0,O_X,XX _ _ __Secure ElectroNe Seal For Ellecyt/ranic Submis:lom 1 OF 5 98.00'MAX.FRAME WIDTH 38.625'MAX D.L.O.WIDTH A C MAX PANEL WIDTH 3 3 .1,eat�ed<s�,s tcc F- EY H ONE(i)INSTALLATION O O F 4 4 0 ANCHOR,STAGGERED = J PER LOCATION TYP.FOR O U =UI HEAD/JAMSS/SILL �z U(- EXT.TRACK THROUGH FRAME OR ¢ Q(CI 98.OD' 83.25' 82.375' INSTALLATION STRAP. (nom 'Co MAX. MAX. MAX. III LL FRAME PANEL D.L.O. O 4 INT.TRACK H Z U HEIGHT HEIGHT HEIGHT 10.50•MAX.O.C. O(0 a Z y @ HEAD&SILL ui t31 TYP. 3'MAX.FROM CORNERS TYP. LU N = �-3'MAX.FROM CORNERS TYP. Lu v) (- W y T m 3 3 ELEVATION " ° z 71.50'MAX.FRAME WIDTH H d 28.5'MAX11.25AX 'M .O.C. D.L.O.WIDTH 37 5•MAX ®JAMBS TYP. V A C 3 3 PANEL WIDTH STRAP PER LOCATION Lu (jj ONE(1)INSTALLATION Q ANCHORS OR ANCHOR 4 e E H NO SILL FASTENERS 4 4 O WERE EMPLOYED ANCHOR LAYOUT 79.51r76.5• e5.75• F MAX. MAX. MAX. THROUGH FRAME OR ANCHOR STRAP _ FRAME PANEL D.L.O. 4 HEIGHT HEIGHT HEIGHT O b b ¢n z = V V z Lo a DW #: G 1008330 SHEET: B ° ELEVATION---- - 3 3. 2 OF 5 V 311ITW TAPCON SHEATHING BY 2"MIN. M 2 1/2"MIN.EDGE INSTALLATION ANCHOR OTHERS EMBEDMENT DISTANCE FI-ASHINGBY.TH (FIN) CONCRETE/MASONRY 5d ROOFING NAIL BY OTHS CAULK EE INSTALLATION ANCHOR EXTERIOR FINISH FINS SHEATHING BY OTHERS 2X WOOD FRAME • P-d—%LIC EXTERIOR FINISH BY OTHERS BY OTHERS SHEET ROCK BY OTHERS PERIMETER CAULK A PERIMETER CAULK BY OTHERS By OTHERS illiv V] JJ 1/4'MAX. Z 1 1 SHIM SPACE V) 3/4"MIN.EDGE 0 Mm DISTANCE ON LU O.A.DOOR 8 EMBEDMENT DOOR (FIN) 0%V) tj HEIGHT 2 HEIGHT 2 -)¢ 85 21 EXTERIOR INTERIOR EXTERIOR INTERIOR W LL 00 �H 'otj OL Lu Lu Z 3 3 LU elf SEE GLAZING SEE GLAZING DETAIL A DETAIL A Z3 z VERTICAL SECTION rC-\ VERTICAL SECTION 0 � 3 HEAD-CONCRETE/MASONRY HEAD-2X WOOD FRAME z THROUGHFRAME 0 HF Lo UJ Luul SEE GLAZING SEE GLAZING DETAIL A DETAIL A INTERIOR A n z 1 EXTERIOR EXTERIOR-; INTERIOR DOOR 2 T O.A. ONCRETE/MASONRY -4 0 .DOOR CONCRETEIMASONRY HEIGHT BY OTHERS HEIGHT BY OTHERS 6 PERIMETER CALL PERIMETER CAULK • BY OT!.ERS�jA BY OTHERS 1 In al z z DWG#: 1008330 VERTICAL SECTION VERTICAL SECTION SHEET: SILL.CONCRErE/FRAME SILL-2X WOOD FRAME THROUGH F 3O 1/4"MAX. SHIM SPACE 11/4"MIN. EMBEDMENT WOOD TRIM INTERIOR BY OTHERS 1/4"MAX. 1X WOOD BUCK SHIM SPACE q�ry1 �p gamy LW BY OTHERS SHEET ROCK 3116" ON INTERIOR 3/4"MIN.EDGE BY OTHERS INSTALLATION RYA TION AN INSTALLATION ANCHOR DISTANCE CONCRETE(MASONRY ,;j.!,••() BY OTHERS ' 2 8 (FIN) METALFRAMING V) J BY OTHERS t72 = .!;':. �•! SMSSCREW X1.1 U :'t'i• INSTALLATION F X�1y11 CAULK BETWEEN IX W. ;.;.: 5 ANCHOR O Lu F- WOOD BUCK S SEE GLAZING O V) N CONCRETEIMASONRY o - - DETAIL A rl Q BYOTHERS z INTERIOR \ �Z 0 ¢10 `SEE GLAZING H O W .�.�'•••«'•. DETAIL A SEE GLAZING SUFFICIENT TO LLJ Lu DC DETAILA 2 5 ACHIEVE MIN. V)`�' a .J!•.`'�'•''`'! 1 2 8 1 '"��'"": 3 THREADS THROUGH LU S a EXTERIOR WALL F- W CL _ 4 EXTERIOR � EXTERIORFINISH \ PERIMETER CAULK // BY OTHERS P 111 PERIMETER CAULK ° BY OTHERS 2112,=GE BY OTHERS SHEATHING BY DIOTHERS Q CAULK BETWEEN FIN EXTERIOR FINISH O.A.DOOR O.A.DOOR 8 SHEATHING T BY OTHERS WIDTH WIDTH m SEE GLAZING HORIZONTAL SECTION 2 B DETAILA G HORIZONTAL SECTION Z 4 JAMB-CONCRETE/MASONRY JAMB-METALSTUD Q EXTERIOR SMS SCREW 1/4"MAX, 3/4'MIN.EDGE SHIM SPACE 11/4"MIN. V DISTANCE HORIZONTAL SECTION EMBEDMENT SHEET ROCK (FIN) 3/4"MAX. F STILE INTERLOCK BY OTHERS SHIM SPACE 4 SHEET ROCK INTERIOR BY OTHERS #B WOODJSMS SCREW 2X W000 FRAME 2 B INTERIOR 2X WOOD FRAME O BY OTHERS BY OTHERS z 6tl ROOFING HAIL INSTALLATION ANCHOR �" SEE GLAZING 5 1.00"O.A.INSULATED GLASS DETAIL A CONSISTING OF: 2°MIN. 0.375'AIR SPGLASS, ACE, EMBEDMENT 5 SEE GLAZING 0.1875°ANNEALED GLASS, (FIN) DETAIL A 0.090"SOLVTIA SAFLEX PVB 3 (NOA 12-1231.09), 3/4"MIN.EDGE IA i \0.1875°ANNEALED GLASS 2 8 1A DISTANCE EXTERIOR INTERIOR EXTERIOR FINISH BY OTHERS ((1L.JI m m �" W IRERIMETERCAULK 'i 13 - PERIMETER CAULK—/ SHEATHINGBY J— ON( m N J BY OTHERS 0.875"GLASS OTHERS ^ Z y Y V V Z EXTERIOR BY OTHERS Q.'y FLASHING BY OTHERS e1 1 'p ICJ V CAULK BETWEEN FIN 8 SHEATHING O.A.DOOR _y � � ►-- O.A.YWDOOR \—EXTERIOR BRICK FINISH DWG#: EXTERIOR __ BY OTHERS 1008331) HORIZONTAL SECTION GLAZING DETAIL A M HORIZONTAL SECTION SHEET: (� JAMB-2X WOOD FRAME 4 JAMB-REPLACEMENT ROOFING NAIL - - - - - - -' - - -'- - -- --- - - - OP+ BILL OF MATERIALS ITEM O HEAD,SILL AND JAMB(FIN) 1 q HEAD,SILL AND JAMB DESCRIPTION MATERIAL MANUFACTURER VINYL VINYL NO. TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNESS:.060' 1 MAIN FRAME(FIN)-PART#1203 VINYL SHWINCO 5.g° IA MAIN FRAME(FLUSH)-PART#1203 VINYL 5HWINCO AmBitttxurd3mdm,uc 2 PANEL-PART#1219 VINYL SHWINCO 5.9° 1.25" � 3 GLAZING BEAD-PART#2365 VINYL SHWINCO E- 4 INTERLOCK-PART#1221 VINYL SHWINCO II�,�-,t\( I�-^^}` J 5 TRACK COVER-PART#1500 VINYL SHWINCO ��'-I"�"I-"-�����Q1 �C1Q��'-"�"1-'����I�QI Via¢ 6 TRACK-PART#OC3526 ALUMINUM VARIOUS 11 I I OU� 4u j 7 THRESHOLD ALUMINUM VARIOUS 0 o J� 0 Il fol Ch h<- Mtn 8 PANEL REINFORCEMENT-PART#T-51344 ALUMINUM VARIOUS D D V) c.LL- Q a O 9 FIXED PANEL RISER-PART#OC3528 ALUMINUM VARIOUS �a� 'O a 10 SILL RISER(OPTION)-PART T-11973_ ALUMINUM VARIOUS Z O O O LU m Z Lu PANEL 3 GLAZING BEAD 4 INTERLOCK lli Z 11 SILL RISER(OPTION)-PART#OC-3527 ALUMINUM VARIOUS VINYL vim VINYLW v1 TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNESS::050* TYPICAL WALL THICKNESS:.060' H.I 12 4"X 1"X 0.55"ANCHOR STRAP STEEL VARIOUS F a 13 GLASS BEDDING-DOW 995/NOVAGUARD M 400 SILICONE DOW CORNING 5435" 14 SPACER �II 2.265" 15 ROLLERS STEEL VARIOUS OQ I4JI 16 MORTIS LOCK STEEL VARIOUS 1.z5" o F---F-1.025" pOD CA 17 HANDLE SETS STEEL VARIOUS Q�— 18 FIXED PANEL CLIP ALUMINUM VARIOUS m ^, H 3.32" r 19 PANEL REINF.SCREWS#8 X 11/4"TEK PH FLT HD STAINLESS STEEL VARIOUS a N 20 INTERLOCK SCREWS#8 X 11/2"TEK PH PAN STAINLESS STEEL VARIOUS �j O INSTALLATION SCREWS#8 X 2 1/2"PH PAN HD TAINLESS STEEL VARIOUS TRACK COVER O TRACK U) 21 VINYL ALUMINUM w TYPICAL WALL THICKNESS:.050' TYPICAL WALL THICKNESS:.060' 22 ROLLER SCREWS#8 X 3/4"PH FLT HD STAINLESS STEEL VARIOUS 23 WEATHER STRIPPING-FRAME.270 X.290 PILE FIN SEAL MAX SILL RISER(OPTION) 2.27" 3.885° 11 ALUMINUM O 24 WEATHER STRIPPING-INTERLOCK.270 X.370 PILE FIN SEAL MAX [-2.27'---1 POSIT[VE DPS0 PSF z NOTE: 0,784_° ��(��j�JJ�' 0.8125" 1)PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED UNDER CURRENT -�—" MIAMI-DADE NOA OR HAMA CERTIFIED EXTERIOR PROFILES LICENSE BY SOVARIAN POLYMERS - 2)PROPER SILL RISER OPTION SHALL BE CHOSEN WHERE INCREASED RESISTANCE TO WATER INFILTRATION I5 REQUIRED. OPANEL REINFORCEMENT O FIXED PANEL RISER 1 Q SILL RISER(OPTION) ALUMINUM ALUMINUM ALUMINUM TYPICAL WALL THICKNESS:.060' TYPICAL WALL THICKNESS:.060' POSITIVE DP:70 PSF m V) m V) J u) 3.628. V)1.883° 0.71" 4.4T' ¢ = V U Z ' T_ Q V N 1.696" 1.zz's11 I DWG#: J 3 1.93° 10083 3 D - - - - - - - - I - - SHEET: L 50F5