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User Registration i Hot Topics Submit Surcharge Stats&Facts { Publications J, Contact Us 'BCIS Site Map �` Llnks Searchs Florida pr Product Approval Gib ,USER:Public User product Approval Menu>Application Detail FL# FL12100-R4 T� Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived 0 k � Product Manufacturer Shwinco Architectural Products, LLC { Address/Phone/Email 171]et Services Way a Dothan,AL 36303 e (334)556-1000 engineering@shwinco.com Cd h Authorized Signature Keith Schneider engineering@shwinco.com & I =' Technical Representative Craig Shipp Address/Phone/Email 400 Aberdeen Loop � � Lynn Haven, FL 32444 a �y (850)271-8900 shwinco@knology.net w Quality Assurance Representative Craig Shipp Address/Phone/Email 400 Aberdeen Loop Panama City,FL 32405 r (850)271-8900 shwinco@knology.net i " Category Exterior Doors Subcategory Swinging Exterior Door Assemblies � Compliance Method P Certification Mark or Listing P ter , Certification Agency National Accreditation&Management Institute 9 Y 9 t Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S,2 1997 j AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 � TAS 202 1994 TAS 203 1994 i https:Hfloridabuilding,org/pr/pr_app_gtl.aspxtparam=wuEVXQwtDquk24AUC%2fFHMm%2fd5lM4rpZ5QOPt6x%2bvgMiielFwe0%2IIdg%3d%3d[5/11/2020 8:40:30 AM] Florida Building Code Online Equivalence of Product Standards Certified By Al 0 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. w? rt Documentation from approved Evaluation or Validation Entity pYes 0 No ©N/A $ y FL12100 R4 COC 12100.1 R4 NOA 2017-0013.pdf �i a _ FL12100 R4 COC 12100.2 R4 NOA 2017 001 4.pdf i 5t " Product Approval Method Method 1 Option A 2= Date Submitted 10/02/2017 x Date Validated 10/02/2017 °s£ Date Pending FBC Approval Date Approved 10/08/2017 R Summary.of P,roduets . M d mow_ FL# Model;Number o�Name Description •_ 12100.1 Series 9800 Impact Rated Vinyl Hinged Patio Out-Swing Door z �k Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12100 R4 C CAC FL 12100.1 Certification NI010243- Approved for use outside HVHZ:Yes Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +75/-75 06/30/2020 , Other:Configuration: XX See SAP.D.1005 for Limits of use Installation Instructions FL12100 R4 II FL 12100.1 Installation Drwg SAP.D.1004.pdf � 0 Verified By: Gene Kearley, P.E. FLA No. 52484 Created by Independent Third Party:Yes Evaluation Reports FL12100 R4 AE Bavarian Polymers AAMA Profile L BAV- `. - 1,odf ;. FL12100 R4 AE Bavarian Polymers NOA No. 12-1126.10.{Zdf r �r FL12100 R4 AE Eastman Chemical Company NOA No 14- : ,' n FL12100 R4 AE FL12100.1 Enaineering Eval.pdf Created by Independent Third Party Yes 12100.2 ;Series",9800 Impact;RatedViriyl Hinged PeYio Out-Swing.Dogr. _ q ig Approved for use'in,HVHZ• No FL12100' R4 CgCAC�FL 1210 ate Limits of Use Certification A en Certifi' � � � 0.2 Certification 1\1I00972801 Approved for use°outside HVHZ.Yes ,•� xy Impact Resistant:..Yes Quality Assurance Contract Expiration Date. Design Pressure: t50/-50 06/30/2026 Other:Configuration:.XX See SAP.D.1005-for Limits'of use. Installation Instructions FL12100 'R4 II FL'12100.2 Installation.Drwg,SAP D.1005,pdf Verified By: Gene Kearley, P.E. FLA No:52484 " w Created by Independent Third Party:Yes Evaluation Reports I FL12100 R4-AE Bavarian Polymers AAMA Profile Listing"BAV- ` FL12100- R4 AE Bavarian Polymera NOA No: 12-1126.10.ndf f FL11100-R4,AE FL 121002'Engrneerrng_Evaluatlon 2015 { ` Created by'IndeperidentThird Party Yes ; vs 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 https://floridabuilding.org/pr/pr_app_dt1.aspx7param=wGEVXQwtDquk24AUC%2tEHMm%2fd51M4rpZ5QOPt6x%2bvgMjjelFweO%2fklg%3d%3d[5/11/2020 8:40:30 AM] Florida Building Code Online � m k' mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card: sw rt Safe j �I I i I i i I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMm%2fd5IM4rpZ5QOPt6x/2bvgMjje 1 FweO%2flcIg%3d/3d[5/11/2020 8:40:30 AM] NOiTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI010243-R3 fY DATE: 05/24/2010 N [ CERTIFICATION PROGRAM: Structural � COMPANY: Shwinco CODE: 1972-1 $ " aa� REVISION DATE: 06/08/2020 To verify that the"Notice of Product 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 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 "9800" Impact Rated 171 Jet Services Way Vinyl Hinged Patio Door Dothan,AL 36303 Configuration:XX Glazing:IG-Laminate-3/16"Heat Strengthened Glass/ 0.075" Solutia Vanceva Interlayer/3/16"Heat Strengthened Glass/3/16"Tempered Glass Frame: W-1880mm(74"") H-2438mm(96") Panel: W-895mm(35.25") H-2369mm(93.25") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 SHD-C75 1880 x 2438 (74 x 96) ASTM E1886-02/05/E1996-02/05 Design Pressure: +75/-75 psf TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated roduct Tested By: National Certified Testing Laboratories Report No: NCTL-210-3587-1/lA Date: June 30,2021 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 I Gene Kearley, P.E. Engineering Evaluation Report 319 Chapelwood Drive Report No. :2015-0013 Dothan,AL 36305 FL 12100.1 FLA No.52484 Manufacturer: Shwinco Architectural Products,LLC 1711et Services Way Dothan,AL 36303 Product Line:Series 9800 Hinged Patio Door(IMPACT,HVHZ) Maximum Dimensions&Design pressure:(See drawing SAP.D.1004) 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. 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.1004 signed and sealed by Gene R. Kearley,P.E.(FL# 52484). Drawing SAP.D.1004 should be referenced for all specific use parameters. I 2. Test Data: a. Product Test Report#NCTL-210-3587-1,Report Date:03/02/09. National Certified Testing Laboratories, Inc.(FBC Organization#TST1589) b. Product Test Report#NCTL-210-3587-1A, Report Date:08/24/09. National Certified Testing Laboratories,Inc.(FBC Organization#TST1589 IQ WN 4/IZ 3. Test Standards `-V����Cr �' ENs�•. �C+ �� a. AAMA/NWWDA 101/I.S.2-97 r b. AAMA/WDMA/CSA 101/I.S.2/A440-05 _ No c. ASTM E1886-02/05 tOr-1 i d. ASTM E1996-02/05 73 A 0 e. TAS 201-94 0•N f. TAS 202-94 �% � •.."Rea, g. TAS 203-94 �� ��Mp►�. ��' Gene ea "-ey, P.E. Florida No.52484 Report No. :2015-0013 1of2 i I I 4. Quality Assurance a. National Accreditation and Management Institute(FBC Organization#QUA 1789) I 5. 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 1TW Tapcon 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 ITW Tapcon type(or equal)concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25" into concrete or masonry substrates. 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. Fin Installation A. For two-by(2x)wood frame substrate,use#8 pan head wood screws of sufficient length to achieve minimum embedment of 1.5"into wood framing,OR,5d roofing nails of sufficient length to achieve minimum embedment of 1.5"into wood framing. Limits of use: 1. This product has been evaluated and is in compliance with the Florida Building Code,including the"High Velocity Hurricane Zone"(HVHZ). 2. 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. 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.1004 require further engineering analysis by a licensed engineer or registered architect. 5. See drawing SAP.D.1004 for size and design pressure limitations. Gene Kearley, P.E. Florida No.52484 Report No. :2015-0013 2 of 2 I SHWINCO ARCHITECTURAL INSTALLATION NOTES: 1. ONE INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR PRODUCTS INC. LOCATION � N SHOWN.USE ANCHOR STRAPS FORS ILL OPTION: ONE(1)ANCHOR STRAP CAN BE USED IN LIEU OF SCREWS. � µ� � I THE UMBER BER OF OFANCHNSTALLATION TOBEUSEDFOORSDEPITINSTALATION.MUM SERIES 9800 HINGED PATIO DOOR ,a NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. -- -- f7 t L STATE OF 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF GENERAL NOTES: i 12/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL I MPA C T ��F oyP''• �`�� (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. AND MANUFACTUREDTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),INCLUDING TITLE: 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD HVHZ AND HAS BEEN EVALUATED ACCORDING BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. TO THE FOLLOWING SERIES 9800(IMPACT) SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL INSTALLATION S BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. AAMA/NW WDA 101/I.S.2-97 GENERAL NOTES AAMA/WDMA./CSA 101/I.S.2/A440-05 S. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION INTO WOOD ASTM E1886-02/05 PREPARED FOR: FRAMING USE#10 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH ASTM E1996-02/05 TABLE OF CONTENTS TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. SHWINCO ARCHITECTURAL TAS 201-94 PRODUCTS,LLC. • TAS 202-14 SHEET REVISION SHEET DESCRIPTION 6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION THROUGH TAS 203-94 IX BUCK TO CONCRETE/MASONRY,OR DIRECTLY INTO 1 INSTALLATION&GENERAL NOTES DATE:6-02-15 CONCRETE/MASONRY,USE 3/261NCH DIAMETER ITW TAPCON 2. ADEQUACY OF THE EXISTING STRUCTURAL OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE II/41NCH MINIMUM CONCRETE/MASONRYAND 2X FRAMING ASAMAIN WIND 2 - ELEVATION&ANCHOR LAYOUT DRN BY:KRS EMBEDMENT. FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 3 _ VERTICAL SECTIONS AND TRANSFERRING APPLIED PRODUCT LOADS TO THE CH K BY:COS 7. FOR FIN INSTALLATION INTO WOOD FRAMING USE Sd ROOFING NAILS OR FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 4 - HORIZONTAL SECTIONS N8 PAN HEAD WOOD SCREWSTHROUGH FINS WITH SUFFICIENT LENGTH ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5 - GLAZING DETAIL,COMPONENTS&BILL OF MATERIAL SCALE:NTS TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND REVISIONS 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, ANCHORED TO PROPERLYTRANSFER ALL LOADSTO THE INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE SIDING. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF W RECORD FOR THE PROJECT OF INSTALLATION. F 9. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE DESIGN PRESSURE RATING p OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE COATING. GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR SIZE DESIGN PRESSURES MISSLEIMPACT A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION RATING 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE LARGE AND SMALL MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 74"x 96' +75/-75 PSF MISSILE TESTED O FACE SHELL OF BLOCK. HH S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT F2 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIRED ON THIS PRODUCT IN AREAS REQUIRING ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS IMPACT RESISTANCE, U SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. W 6. DOOR PANEL MATERIAL:VINYL 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ALUMINUM 6053-TS. 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.SEE SHEET 5 FOR GLAZING B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. DETAIL DWG#: C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N, SAP.D.1004 TYPE 1(OR GREATER). B. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING: D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL X:OPERABLE PANEL THICKNESS OF 47.8 MILS.(18 GAUGE). O:FIXED PANEL SHEET: 1 OF 5 C® jy° SA l ",9C 74.00'MAX.FRAME WIDTH t 35.250'MAX 24.375'MAX 2.5P MAX. '0���.,r,C DP,• ��C` PANEL WIDTH D.LO.WIDTH 300 FROM CDR /////'S1S' M• �,'ae, A C 7.00'MAX.O.C. . 3.00' 2.500'MAX. 3 3 ®HEAD S SILLTYP. FROM CORNER TITLE: ®JAMS TYR SERIES 9800(IMPACT) ELEVATION 6 ` ANCHOR LAYOUT /� j �`�/ �`✓/ PREPARED FOR: i I \ 5.00'MAX. SHWINCO ARCHITECTURAL O.C.®JAM BS PRODUCTS,LLC. DATE:6-02-15 96.00' 9325' ...375' E H 4 I I DRN BY:KRS MAX. MAX. D.L.O.AX. 4 4 ' X X ` 4 4 X I X ` FRAME PANEL HEIGHT HEIGHT HEIGHT CHK BY:CDS `ONE(1)INSTALLATION SCALE:NTS ANCHOR DSTRAP PER LOCATION REVISIONS ?00 B Bi D \ m 3 3 3 `ONE(1)INSTALLATION 3.00' 3.00' ANCHOR OR z ANCHOR STRAP PER Q ELEVATION ANCHOR LAYOUT OCATION a THROUGH FRAME OR ANCHOR STRAP, OR FIN INSTALLATION o d z DWG#: SAP.0.1004 SHEET: 2OF5 3176"FRN TAPCON SHEATHING BY 11/2•MIN. ICI 2 1/2°MIN.EDGE OTHERS EMBEDMENT INSTALLATION ANCHOR DISTANCE FLASHING BY OTHER (FIN) ONCRETERAASONRY CAULK BETNIEE 50 ROOFING NAIL BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH FIN 8 SHEATHING BY OTHERS 2K WOOD FRAME • EXTERIOR FINISH BY OTHERS • f• , _• •• BY OTHERS PERIMETER SEALANT 'S' PERIMETER SEAIANT� �SHEET ROCK BV OTHERS Q� " BY OTHERS + •• BY OTHERS 11a3F. o Sl 1 SHIM SPACE T 1 1/4•MAX _ SHIM SPaCE 7 11/4•MIN. O.A.DOOR 8 EMBEDMENT O.A.DOOR 8 6oi°�H°E .f HEIGHT 2 14 HEIGHT p 14 3/DISTANCES J INTERIOR INTERIOR (FIN) EXTERIOR EXTERIOR TITL SEEGLAZINO SERIES 9800(IMPACT) 3 DETAILA 3 VERTICAL SECTIONS SEE GLAZING S INTERIOR SEE GLALNG� PREPARED FOR: DETAILA EXTERIOR 8 DETAILA SHWIPROARCHITECTURAL PRODUCTS,l1C. 2 14 H DOOR L1 10 NCRETE/ DATE:6-02-15 VERTICAL SECTION HQ6HT MASONRY n C VERTICAL SECTION 3 HEAD-CONCRETE(MASONRY PERIMETER 1a BY OTHERS •� HEAD-ZXWOOD FRAME DRN BY:KRS THROUGH FRAME OTHERS •7 CHK BY:CDS 11/4•MIN. S SCALE:NTS EMBEDMENT t• SEE GLAZNG �,••f '� SEE GLAZING REVISIONS DETAIIL-ERIOR �•, • • DETAILA w SEALANT BED . BY OTHERS �•3(16"RW• 3 INTERIOR G TAPCON Q 12 L2°MIN.EDGE INSTALLATION EXTERIOR DISTANCE ANCHOR 8 m EXTERIOR Bi VERTICAL SECTION 2 1a O.A.DOOR O.A.DOOR 11 10 ONCRETE/ SILL-CONCRETF(MASONRY 10 ONCRETEI pHQGHTMASONRY THROUGH FRAME HET6HT MONRYBYOTHERS 7 LA BYOTHERSPERIMETERIA PERIMETE!SE I:LSEALANT BY W SEALANT BFA ♦• •• •S• `• ''. 'S• .•-�M BY OTHER • °• EMBEDMENT •7• SEALANT BED •l• , Z . •..'.. BY OTHERS - •.•` ' ' z 1/2"MIN.EDGE DWG#: DISTANCE T��o SAP.0.1004 VERTICAL SECTION p VERTICAL SECTION INSTAL-110. 3 SILL-CONCRETEIMASONRY 3 SILL-CONCRETEIMASONRY ANCHOR SHEET' ANCHORSTRAP 3 OF 5 1 1/2'MINI WOOD TRIM BY OTHERS EMBEDME1/4•MAX 1X WOOD BUCK BY OTHERS SHEET ROCKco SHIM SPACE 1/4'MAX 3H6•ITW TAPCON SHIM SPACE BYOTHERS CONCRETE/ANSONRY INSTALlATIONANCHOR3/4'MIN,EDGEBYOTHERS DISTANCE METAL FRAMING (FIM BY OTHERS \\` CEN"CAULK BETWEEN IX INTERIOR � v WOOD BUCKSIA INTERIOR 1 SMSSCREWCONCRETEJMASO KSINSTALLATIONBYOTHERS14 SEE GLAZING RY ANCHOR * l7 'Y�• 2JB�2 V2'MM EDGOFDISTANCE SUFFICIENT TOSEE GLAZING ACHIEVE A MIN7 B 2 3 DETAILA 33 TH IZEADS THROUGHWALL TITL\ EXTERIOR FINISH SERIES 9800(IMPACT) `PERIMETER SEALANT PERIMETERSEALANT BY OTHERS HORIZONTAL SECTIONS BY OTHERS EXTERIOR BY OTHERS SHEATHINGBY EXTERIOR FINISH OTHERS ByOTHERSO.A.DOOR EXTERIOR PREPARED FOR: WIDTH -� CAULK BETWEEN FIN INTERIOR O.A.DOOR B SHEATHING SHWINCO ARCHITECTURAL WIDTH PRODUCTB,l1C. q 5 HORIZONTAL SECTION BE GLAZING 14 HORIZONTAL SECTION �G1 DATE:6-02-15 (4 IAMB•CONCRETE/MASONRY a 4, JAM D SMS SCREW DRN BY:KRS CHK BY:CDS SEE GLAZING 3/4'MM EDGE DETAILA 1/4'MAX SCALE:NTS DISTANCE 3 B 2 5 2 8 3 SHIM SPACE 11/2•MIN SHEET ROCKHERS (FIN) 1/4'MAX EXTERIOR EMBEDMENT REVISIONS BY OTHERS SHIM SPACE SKEET ROCK 2XWOO OTRAME HORIZONTAL SECTION BY OTHERS z6 woowsMs SCREW A ASTRAGAL p 4 INTERIOR 3A 5d ROOFING NAIL 2X WOOD FRAME ]- INSTALLATION ANCHOR ZING BY OTHERS CO 14 Z 1 V2°MIN. � EMBEDMENT 1-I (FIN) F obi;4 SEE GLAZING 3 3/�ISTIfAJbCE DETAILA 2 B W EXTERIOR FINISH BY OTHERS SHEATHING 8Y p FLASHING BY OTHERS PERIMETER SEALANT EXTERIOR PERIMETER SEALANT OTHERS CAULK BETWEEN FM BY OTHERS BY OTHERS B SHEATHING EXTERIOR Z i O.A.DOOR O.A.DOOR WIDTH wIDTH EXTERIOR BRICK FINISH DWG$�: BY OTHERS 5 A P.D.1004 HORIZONTAL SECTION I HORIZONTAL SECTION SHEET: 4 JAMB-2XWOODFRAME 4 JAMB-REPLACEMENT ROORNG NAIL 4 O F 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL MANUFACTURER g NO. O HEAD,SILLAND JAMB(FIN) 8 , SILLANDJAMB O PANEL 1 MAIN FRAME(FIN) VINYL SHWINCO VINYL VINE- VINYL /LL TYPICAL WALL THICKNESS:IW TYPICAL WALLTHICKNESS:.o TYPICAL WALL IA MAIN FRAME(FLUSH) VINYL SHWINCO ```Ipt1ui11�Ip////�, 2 PANEL VINYL SHWINCO 5.9 S•T I-�5.43Y--I # �' � 3 GLAZING BEAD VINYL SHWINCO I.25° I I `��(�rr'`IjCEq�S•• i 4 ASTRAGAL SHWINCO 125' Jy pF.�XnJ� s 5 ASTRAGALREINFORCEMENT ALUMINUM VARIOUS +8• .L = 4 *•_ --- 6 HARDWARE INSERT VINYL SHWINCO 7 HEAD/SILL/JAMB RAIL REINFORCEMENT ALUMINUM VARIOUS 8 PANEL REINFORCEMENT_ ALUMINUM VARIOUS 9 CORNER REINFORCEMENT ALUMINUM VARIOUS ,dfWllll GLAZING BEAD O ASTRAGAL O ASTRAGAL REINFORCEMENT TITL 10 INTERIOR SILL RISER ALUMINUM VARIOUS O VINYL VINYL ALUMINUM SERIES 9800(IMPACT) 11 EXTERIOR SILL RISER ALUMINUM VARIOUS TWICALwLL ATHICKNEss:.o50' irmcnLvuLLTHICKNEss:.asv,.o7a• TYPICAL WALLTHICKNESS:.O6P..WP GLAZING DETAIL,B.O.M.6 12 4°X V'X 0.55'ANCHOR STRAP STEEL VARIOUS 243, COMPONENTS 0.5 13 GLASS BEDDING-DOW 995/NOVAGUARD M 400 SILICONE DOW CORNING �L j �0.75° PREPARED FOR: 14 ¢ION WEATHERSTRIPPING SCLEGAL I SHWINCO ARCHITECTURAL 1.025' -{—® PRODUCTS,LLL. 15 MULTIPOINTGEAR STAINLESS HOPPE/AMESBURY 3.47Y LP 16 INACTIVE SHOOT BOLT STAINLESS STEEL HOPPE 1_-4 --0.063' DATE:6-02-15 17 HARDWARE PLATES STAINLESSSTE AMESBURY DRN BY:KRS 18 HINGES STAINLESS STEEL HOPPE/AMESBURY CHK BY:COS 19 HANDLE SETS STEEL VARIOUS 7 HEAD/SILIJJAMBRAIL 8 PANEL REINFORCEMENT INSIDE SILL RISER 20 PANEL REINF.SCREWS#8 X 11/4°TEK PH FLT HD TAINLESS STEE VARIOUS REINFORCEMENT O ALUMINUM O ALUMINUM SCALE:NTS AWMMUM TYPICALWALLTHCKNESS:.06P TYPICAL WALLTHCKNESS:.000' '1 21 INSTALLATION SCREWS#8X21/2'PH PAN HO TAINLESS STE VARIOUS TYPICAL wALLTHICKHEss.oev REVISIONS 22 SPACER �3.570'� 2.859— NOTE: { L300' T— L1 _-' 1.56T Q 1)PVC MATERIAL CERTIFICATION SHALL BE SUBMITTED IMDER CURRENT MLtMI-DADE NOA OR AAMA CERTIFIED EXTERIOR PROFILES LICENSE BY 2.610' m BOVARTAN POLYMERS 2)PROPER SILL RISER OPTION SHALL BE CH05EN WHERE INCREASED RESISTANCE TO WATER INFILTRATION 15 REQUIRED. L Z O 1.00'O.A.INSULATED GLASS CONSISTD46 OF. IaIy. 0,1875'TEMPERED GLASS, CC 0.375-AIR SPACE, 11 EXTERIOR SILL RISER V 3 0,187Y HEAT STRENGTHEND GLASS, ALUMINUM 0.075'VANCEVA INTERLAYER BY SOLUTIA, 7YP/CAL WALLTNILI0JES5:.060' Q O.IB7Y HEAT STENGTHEND GLASS I 0,875'G.ASS I 13 NOTE: BITE 1 I 1.GLAZING SHALL CONFORM TOAPPUCA13LE DWG#: SAFTEY GLAZING REQUIREMENTS PER 0.951' 01 SECTION 2411 OF THE FBC, -- S A P.D.1004 EXTERIOR INTERIOR Z GLAZING SHALL MEETTHE -- REQUIREMENTS OF ASTM E 130044. SHEET' GLAZING DETAIL A 5 OF 5