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HomeMy WebLinkAboutProduct Approval s p�qq //��pp,,�p pp��//����CC 1'1'IYI'11'VHVG MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.goy/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5470"Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA(M)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with Revision A dated 04/05/17,signed and sealed by Anthony L.Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying tv/FBC,as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.02 and consists of this page 1, and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. �MIAMi DAD r OUNTY NOA No. 17-0420.07 S C / ® , ,: / L Expiration Date: April 21,2021 ° kipi{i Approval Date: September 28,2017 Page 1 1911, D 13Z ffe COPY s PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.09) 2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15,with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller,P.E. B. TESTS 1. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Canso,P. E._ (Submitted tinder NOA No. 11-0107.09) 2.. Additional test report No. FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94,issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 3. Additional test report No. FTL 8717,issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NDA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted tinder NOA No. 15-1210.01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P.E. (Submitted tinder NOA No. 15-1210.02) �- Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E- 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition(2014)and FBC-61h Edition (2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries,for their Series"5470" Vinyl Sliding Glass Door(Reinforced)—N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge M.Plasencia,P.E. PFoduct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-2 4 SERIES 5470, NON—IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS&900/1350 CORNERS Doap Anchor 5a�tu FrsmeMamb•r MInta.ce Min. NOT RATED RESISTOR AILENCE Dlomnw Frrtbadment IMPACT RESISTANCE P.T.S..them Pine a it m e GENERAL NOTES: (SG•0.55) Pfiwk ens• tare' DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012,stool SMS(G5)cr Aluminum,6063.75 HaeP-h..Jamb 3/8• 118 2 DESIGN PRESSURES: 410 S.S.SMS (0.125 m 1,AW Pataok 3/a• 1/a SEE TABLES 1,2& 8 B2 ) (role.11 aaeadsM) stool,A3e• HeaNskv.famb ya• o.0so• ON SHEETS 7&8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A .0a0•min.Wckness) P hook 3/8• o 080 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. Stool stud,A553 Gr.33 HoadfsovJsmb yr 0.071 14 Go C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .071•min.tluekness P-hook are 0.0711"040a. 3 ANCHORAGE:THE 33-1/30/STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS. 114•Elw Uitmwn P.T.Southom Pine Jamb 1 tars• SG-0.55 P-hoek 1• Vara• INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P,7.S•I,thent Pine hiaedw6oeJamb 1. taws• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4 qw 410 S.S.C eteRes 6-0.55 Ftlook t• taxa• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. a ttf2 stwl road screw(Gs) P.T.Soudiom Pine HeadrSIIVJamb 4.16• lays• (SO. 0.55) INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. Concrete ry e tars• eta P4,c Pfiaok 1• tale• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,ENERGI FENESTRATION (mi..285 ks tmadrsovJamb 1/4•qro UMmcon Ions• taws• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Waroutoa CMU. .lamb t• 1-114• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C-9 P-hook __ 1-114- REFERENCES(TEST REPORTS):FTL-6337,6338,8646-6649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; Un2muted CMU, Jamb t-W4 1-114• CAMBRIDGE 535753-09; 114•Elva 410 S.S.Ctsl p.. (ASTMw� HeaP4"kamb �y- ;�;4• GENERAL NOTES.............1 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C min.3.35 ke P-hcek 1• 1ar4 EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Cantata HeadISI111Jamb t-1/2• tare INSTALL DETAILS..............3 8 7-8 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR min.ted ksi R..b t-2" 1.ve• EXAMPDPIANLE HOR TABLES........9 PLASTICS, COMPONENT REQUIREMENTS). 114Eke G 0, ASTM CMU, Jemb 2• 1.114 EXAMPLE.........ILS.............9 ( ) Apgm-Gator (ASTM G80 P�hook 2° t•fr4' GLAZING DEfAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. P.T.Southam Pine Head/SavJamb 1• terra' ANCHOR LOCATIONS 11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAYBE SUBSTITUTED. SG"0.65P hook 1• tato 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. C.2.85• wedrsook 2.1/2• ta/a' PANEL IONS....................18 114'Elw U6racan min.295 kali P4took 2-v2' tale' EXTRUSIONS..................._7B ANCHOR NOTES unpmuted CMU, Jamb 2-112, 1-v4' ACCESSORIES..................19 1 D FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ASTM"0 P4taak 2-1112, 1-1/4 SCREEN DETAILS.............20 Cancr•to Haod/SlIVJemb 2-112, 11-2w PARTS LIST........................21 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE Ila Elco oto S.S.QolaFros �•3.35 kei P-hcok 2-112, to a REQUIREMENTS. Unomutod CMU, Jamb 2.11r 1-v4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASTM C'60 P hook 2.12• 1-1/4• PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO esum y igc ewith the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NDA-No. 17-0420.07 a GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Expiration Date 04/21/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ay 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Mlam-pa roduee Control BY THE AUTHORITY HAVING JURISDICTION. ! 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, I NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Maledel Min.FY Min.F LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel borew 92 ksi 120 ksi SUBSTRATE IS WOOD,30q FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 ksl 110 kel ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator@ 57 ksi 96 kal •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltniCon& 155 ksi 177 ksi INSTRUCTIONS: •ASTM E13OMS 41055 Elco CretaFlex® 127.4 ksi 169.7 ksi •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR .ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5Aluminumt 16 ksl 22 ksi ``t1t1 /vvvv7 i THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, •AISI5100-12 A36 Steel 36 ksi be keV �,��p�1Y LY/(1/`/g�.,,` 1 DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •Also iso-10 Gr.33 steel Stud Mi 45 ksi t }CEN •.l( , € 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE 1 NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED No.56705 = I WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _=* 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, q THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES ro^ J ROSOWSKI =� �( I i I� ir_ EDGE DISTANCE. COPYRIGHT02077 PGTWWSfR@a,INC. UPDATED TO FBC 2017,VINYL MFG. �� 04/05/17 CC •-• OR1D .•'' \2.` 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED ALL mprts REseRvm •�S ....... C9�` DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941}480-1600x A.LYNN MILLER,P.E. CERT.OF AI/M.rrm2aB SGD-5470 NTS 1 OF 21 1 MD-5470.0 R I ) ! 1 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH j NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH I PER TABLES 1&2 _ PER TABLES 11 &2 PER TABLES 1&2 ' PER TABLES 1 8 2 ' ]I I I I I MAX.UNIT 3 MAX.UNIT / MAX.UNIT ' ' I MAX.UNIT I! I� HEIGHT I HEIGHT ° Iv HEIGHT 10 HEIGHT o PER TABLES 1&2 I� PER TABLES 1&2 / / I2 PER TAZI 1&2 h I� TABLES 1&2_L� Ig �y I� 1 / / / POCfEr I� / / / / Pow►� J J -�J J 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH i NOM.PANEL WIDTH a NOM.PANEL WIDTH PER TABLES F PER TABLES 1&2 PER TABLES 1&2 a MAX.UNIT ° 5 MAX.UNIT / I MAX.UNIT / ° �m HEIGHTPER ° HEIGHT / I' HEIGHT ' I TABLES 1&2 °NEeT. PER TABLES 1&2 / I PER TABLES 1&2 i L I OJ J 5-PANEL CONFIGURATIONS O 6-PANEL CONFIGURATIONS CORNER,TYP. < OfSIDE rAflNER SNOWfy INSIDE GOflNER 6IMILPR PRODUCT REVISED MAX.UNIT WIDTH -- MAX.UNIT WIDTH as complying with the Florida Building Coda 17.0420.07 NOM.PANEL WIDTH NOM.PANEL WIDTH BOA-No. PER TABLES 1&2 PER TABLES 1&2 Expiration Date 04121/2021 1 As a I sY I 3 Mtaml-Da Pfotluct Control MAX.UNIT �� 5 ' ° ° I� MAX.UNIT HEIGHT 0S a / I HEIGHT 3 IL'N PER TABLES 1&2 / / / / / / / �cxEr I12 PER TABLES I&2 / / / / roc w / / / J L / / / / / / / I 7-PANEL CONFIGURATIONS d 8-PANEL CONFIGURATIONS 9 1 CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1�l16" ``,�tttNYll �l�/ii��i LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE p)OOCXp,pXXXX OR XXXXp.OXXX IN „p"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" �� 1�0.••• !y POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" � VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 =* NO.58705 2)00-&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. _ EXAMPLE CONFIGURATIONS Vim' J ROSOWSKI p 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND .0 ( ( Q REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NO CHANGES DETAIL LETTER COPrRI 'n '• 3 �` IO/R020t7 PGT WWSiR ES NC. THIS SHEET. �� 04/05/17 j ALL RIGHTS RESERVED s•••.,.,, �,�``� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1$2, 1070 N.VENICE OFLp342 bR /��"�O/VALI�N.�`� 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' SHEET NUMBER (841}480-1600 SGD-5470 NTS 2 OF 21 MD-5470.0 9 9 A A LYNN MILLER RE CERT.OF AVTH.asset° P.E.46RT05 I DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR RU 1X WOOD ASTRAGAL DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 TH IHR MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT - - FRAME WIDTH • 1/4"MAX, REQUIRED IF DOOR i TYP.ANCHOR TYPE, HEIGHT IS OVER 9 21 +a 04 MAX 28.O.C. 91 I EMBEDMENT AND 22EDGE EDGE DISTANCE PER e� I SUBSTRATE,SEE �0 4 71 a q o o DISTANCE 60 ' TABLE A,SHEET 1 DAYLIGHT 10 INTERIOR z7 za NOTE 3,BELOW -. OPENING-yI — 25 —I d '.'�•• 8 0 WIDTH I Q -- 3331 Q 8 d EMBEDME-iNT-- p EDGE (4)TFIRUKEEPER@MAX o� EDGE •'°: 82 .6•. .C.. ET DISTANCES ./. ' ,. o 25 oRO ExrERIaR 3OSEE SHE19 DISTANCE • SEE NOTE 6. 94 I I SEETE 25 28 fl 27 29 THIS SH ET THIS SHEET SEE 1/4°MAX. —►� 1X OR 2X WOOD NOTE 6, v 3 / 32 THIS SHEET EMBEDMENT BUCKSTRIP,SEE SEE NOTE e,THIS SHEET 29 #8 X 34'SMS REINFORCEMENT SCREW;7 ANCHOR NOTE 3,SHEET 1 L-————— _ e3 PER STILE,LOCATED AT CENTERLINE AND 6", TYP.ANCHOR TYPE, PLATE AT HORIZONTAL SECTION(XXX SHOWN) 9'&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTTANCE PER EDMENTAND EVERY � ANCHOR `` SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 DETAIL 82 TABLE A,SHEET 1& I DETAIL A2 INTERLOCK INTO MASONRY _ ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INT02X WOOD REQUIRED IF DOOR EMBEDMENT FAC0J0INf. FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER 96' l�4 NOTE 3,SHEET 1 OPENING 91 1/4"MAX.o�{ I INTERIOR I PRODUCT REVISED 22 EDGE as complying with the Florida WIDTH P 1 I ti DISTANCE i swmtn9 code �C� �1 NOp-No. 17-0420.07 7 TYP.ANCHOR TYPE, '"o SEE NOTE 6,THIS SHEET I Expiration Date 04/21/202 EMBEDMENT AND 28 n 2s 25 Ex 1 EDGE DISTANCE PER d 93 23 3 TYP.ANCHOR TYPE, I I By SUBSTRATE,SEE N EMBEDMENTAND P q Miam'-0a roduct Cont of TABLE A,SHEET 1& 6 at p q P ` EDGE DISTANCE NOTE 3,BELOW Y PER SUBSTRATE, SEE TABLE ASHEET I �o ° EDGE d d 1&NOTE 3,BELOW M(q)THRU KEEPER @ MAX I EXTERIOR DISTANCE �© 3.5'O.C.,SEE SHEET 19 PANEL WIDTHL------J +— ANCHORTE/C UPER ASTRAGAL MAYBE 1/4'MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR FIXED PANEL CLIP& OLYN EXTERIOR DIRECTION. ��` NOTES ANCHORS,SEE �0, • Nhj� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENTTYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. `:��: '�rcENSF'•.l��,� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES,/ 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,F1 :D 1 O 2B VINYL SLIDING GLASS DOOR NOA(NI) M 10!05/15 * 11.11705 i ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND j\ ! 4)CONTINUOUS ANCHOR PLATE,ITEM#8.IS REQUIRED AT ALL HORIZONTALRAILS INSTALLATION,HORIZONTAL XSECT.1� J ROSOWSKI �p:• ��::�� FRAME ANCHOR LOCATIONS. Ry. }¢ Or.• s TE (V I 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. carrywGHro2m7 rxnlN°usrniEs.INC. NO CHANGES THIS SHEET. dtl 04!05/17 i c�QRIOA ` / . S •...... ��� 6 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR( ALLR GHTSRESERVED G INTERLOCKS 27 28 ���`s/O REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF oNLy 1070 TECHNOLOGY DR f,ZONAL THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 (941)1180-1600 � A.LYNN MILLER,P,I- 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD CERT.OF AUTi.29298 SGD5470 NTS 3 OF 21 °$ MD-5470.0 A P.E.N 58705 ) f I G DETAIL E1 TYP.ANCHOR TYPE.EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DARE APPROVED MULLION,FBC 1x BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT " DISTANCE DISTANCE EDGE DISTANCE ' EMBED- MENT -f:-'* EMBEDMENT EMBEDMENT EMBEDMENT '';�•; 1X OR 2X B 8 L 1/4"MAX. e MAXIW 114"MAX 1/4'MAX. 1/4"MAX. 1 BUCKSTRIP,SEE S / 50 ANCHOR NOTE 3, B TYP.ANCHOR TYPE,EMBEDMENT AND PMTYP. NCHORTYPE,EMBEDMENT AND 7SHEET1 9 EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET 33 NOTES B FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS. 3 SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, SAND LES #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9116" _ HORIZONTALSCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/18" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHTLENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 8, SILL RISER EXACT DIMENSIONS. as compiyin with the Florida THIS SHEET VARIES WITH SWIM.,C. REQUIRED NOA-No. 17-0420.07 EXTERIOR POSITIVE expimtlon Dato 04/21/2021 O DESIGN a PRESSURE, •380 I+ By 82 .390--1 Miami-Da 9roduct Control SEE SHEETS EXTERIOR 51 OR 7&8. .390--1 F� _.. a 25 0R§ I 1-x.390 � 2.947 L I 2.370 114°MAX 33 1142 SHOWN 1.793 3.464 4.041 GROUT AS B #43-45 ALSO APPLY .823 2.887 NEEDED,SEE L L 1.917 ANCHOR NOTE 13 080 .060— — 060 2 12 p 2-1/2'=TOTAL .060 5,SHEET 1 =r= a U p 1/4°MAX• u u e Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER o az A3 ## O ��� p......'NN O(2-1/2"TOTAL (3-1/2"TOTAL (4-1110-TOTAL (4-5/8"TOTAL r,�•.• SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) PCS;'' UCENSF'•.l�� EMBED ' EMBEDMENT EDGE __,* No.58705 MENT ISTANCE VINYL SLIDING GLASS DOOR NOA(NI) S 10/05/15 - - D: (/lCj " TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. J ROSOWSKI ���'•• ST EDGE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ' % DISTANCE EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE ® �'��S' •....�oR.. ...• cOPTRwHro2o17 POTINOusrRIEs,INc. NO CHANGES THIS SHEET. '�� 04/05/17 ,� S+ CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALLRIGHf9RE3ERVE0 �i��OJIfgL�N�.�` PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR �� A/111I11111T1 REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 SGD-5470 NTS 1 4 OF 21 i MD-5470.11 i$ A A LYNN MILLER,P.E CERT.OF AUTH.#713298 N P.EAN IN705 I I 2 71 0 -�� INTERIOR e c:j r--1 35 INTERIOR 19 (4)THRIJ KEEPER 0 26 37 96 MAX 10,6*O.C, 14TER10 69 ve @ wx 3.5-(:Lc'. �09 1SEESHEET19ig INTERIOR DETAIL H2 9D*(4)THRU KEEPERMAXEXTERIOREl 0 SEE SHEET 19 �] OUTSIDE CORNERof-I69000 00 39 WERICR - I D4 MAX 78.6"O.C. EXTERIOR EXTERIOR 25 Rs 00 135' 41 go, DETAIL G133 135' DETAIL H MAX 18.6-O.C.04 r-10 tt451DE CORNER INSIDE CORNER 40 EXTERIOR INTERIOR 41 <3 (4)THRU KEEPER 69 ! 97@MAX 3 61 c.c FR SEE EETI; PRODUCT REVISED as complying with the Florida Building Code NOA-N.. 17-0420.07 136* 4 Expiration Date 1/2021 INTERIOR By ml.m ➢a IrPro cluctCoA Irol 2 ®t J NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR OCR 20 00 QUANTITIES,SEE TABLES I&2. 33 38 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, 36 DEPENDING ON CONFIGURATION. MAX 78.6'O.C.98 % (4)-niRU KEEPER®MAX X18 EXTERIORT_ERIOR 4,1 VINYL SLIDING GLASS DOOR NOA(NJ) 10/05/16No.V05/16 68705 3.6'0.C.,SEE SHEE-rI9 DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. jjmj J ROSOWSKI 0 N 041061170 CHANGES THIS SHEET. 101 \N N.VENICE,FL 34275 (941}480-4n00 LYNN MILLER'P ---- Z P.EJV 58705 OPTIONAL NON- [DETAIL 11 DETAIL 12 STRUCTURAL INTO MA ANCHORS FORJLf CONCRETE/CMU INTERIOR POCKET DfIERIOR 21 22 TYP. ,EMBEDMENT EDGE 7 JAMB ANCHOR TYPED _� PER ANCHOR 33 28 AND EDGE DISTANCE PER REQUIREMENT SE INTERIOR POCKETS MUST E FIG 1. SUBSTRATE,SEE TABLE A, INCLUDE ANON-STRUCTURAL, THIS SHEET 10 SHEET i&NOTE 3,BELOW OW FIGURE 1.WTERLOCKS AT POCKETS: FRAME JAMB TO REDUCE THE FOR DOOR HEIGHTS 96'AND LESS: POSSIBILITY OF WATER OPT. INFILTRATION. 1/4"MAX. ANCHOR 31 Gi POCKET BY OTHERS,SEE OPT. EMBEDMENT 17 OPT. NOTE 6 BELOW. EMBM MENT.% EXTERIOR OPT. FOR DOOR HEIGHTS OVER 96" ANCHOR 15 1/4�'MAX. 21.9" SEE FIG 1, 10 97 MAX,O.C. TYP.ANCHOR TYPE,EMBEDMENT 011RID EDGE PER ANCHOR rusSHEET NO AND EDGE DISTANCE PER L CONCRETEfCMIJ t9 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT 2r &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN,OF 3 THREADS BEYOND &NOTE 3,BELO THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED N =E ANCHOR as compiging with the Florida EDGE DISTANCE _F" gulldIns Cod, DETAIL 13 DISTANCE OPT.ANCHOR NOTE 3, NOA_N.. 17-0420.07 OPT.ANCHOR Expiration Date 0412112021 INTO METAL EMBEDMENT BY., OPT. Product Control EMBEDMENT 1/4"MAX. 1/4" T EXTERIOR MAX. IWOWOOD SEEP SEE FIG THIS SHEET' 33 THIS SHEET3' 22 xa 27 21 of 0OlAy LN, 11 r EXTERIOR POCKET EXTERIOR POCKET ........ NOTES .. -Z' 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) mosma 2)REFER TO ANCHOR NOTES,SHEET 1. 2)�J�j 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES I&2. P-HOOK EXAMPLES,HORIZ X-SEG-r. A�j. OSOWSKI 70_ 4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. _0% -7t NJ ALLA 0�41WO ip". ORIDA II 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, COPYRIGHT01 T PW RMUSTRIes,tw— NO CHANGES THIS SHEET. 49 17 �Z 107 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS I S REOMMD 9)VAL AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, N.VENICE,FL 34275 tillit10% 0 TECHNOLOGY DRkA It, A.LYNN MILLER,P.E. (941)-480-1600 SGO-5470 NTS 6 OF 21 Ilgill M-1-54-1()0 N41 lk P.E.#68705 TABLE 1:�..__,__ Design Pressure(DP)and Anchor Quantities Required, (tor all app o%ed configurations on Sheet 2) Use this table tor. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or 026 68-15/16"DLO Height 72-15/16"DLO Height 8415116'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A FB C 1 D A B I C D A I B I C I D CONSIDERED,SEE TABLE B1,THIS SHEET. Des/gn Pressure +12711427.1 psf +120/-120 psf +1029/-1029 psf #OF ANCHORS THROUGH THE HEAD&SILL(EX:FOR C3+1,3 ANCHORS 19-1/6" HeadI801 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 6 5 5 5 8 5 5 5 6 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 1 7 7 T 7 7 7 8 8 8 8 Design Pressure +106.31-108.3 psf +100.2/-100.2 psf +85.3/-85.3 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 251/8" Head/Sill C5+1 C3+1 03+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30' DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 6 5 r s P-hook 7 7 7 7 7 T T 7 B 1 8 8 1 8 DeslgnPressure +929/-929psf +8731.87.3psf +73.8/-73.8psf 3 31-1/8" Head/S01 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 a 36' DLO Jamb 5 5 6 5 5 5 6 5 6 5 6 5 —Lq Width P-hook 7 7 7 7 7 7 7 7 8 6 8 6 zDesign Piessure +78.4/-78.4psf +78.4/-76.4psf +65.8/-65.Bpsl 37-1/8" Head/Sill C5+2 +11 C3+1 C5+2 C3+1 1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42' DLO TABLE 81: Width Jamb 5 5 5 5 5 5 6 5 5 5 6 5 Water-Limited P-hook 7 7 7 7 7 T 7 7 8 6 8 6 (+)Design Pressure FIG 1: 7]]HLENGTH Design Pressure +601-60psf +80/-60 psf +601.80 psf Sul Nom.Sill Mac.(+)DP 43-1/8" Head/Sill C3+2 C3+1 I C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48° DLO Riser Height Allowed � DOOR ASSEMBLIES Width Jamb 5 5 5 5 5 5 5 5 5 5 6 6 INSTALLED WHERE THE None 1-11!18" See PRODUCT REVISED P hook 7 7 7 7 7 7 7 7 8 8 8 8 4Z 2-1/2° +36 7 psf Y OVERHANG(OH)LENGTH IS as comp)yIng with the Florida = EQUAL TO OR GREATER THANNOA-No.Godo 17-0420.07 43 3-1/2" +50.0 psf 0 THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 41/16" +80.0 psf EXEMPTED FROM WATER Expiration Date 04121/2021 45 4-5/8" +100.0 psf INFILTRATION RESISTANCE. Dy Miami-Da Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO HEIGHT=DOR HEIGHT-I PANEL HEIGHT O OORHEIGHT-121/2" ��` NY.LyN'v 1"' TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(NI) A 10105115 z ? No.58705 1 IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 —b i AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP- DP&ANCHOR QUANTITY TABLE m� J ROSOWSKI =71 j� ^7 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® t =�.t� sf TE )T 4c RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED, COPrFiGHTezD7T PorlNousrwEsiNc. d NO CHANGES THIS SHEET. 04/05/17 %�`S,'•.loRIDA,,•'' 3)SEE SILL RISER TYPES ON SHEET 4. Au ao� ��'�iS;�NgLIENG��\\ 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 e EE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING F AV80 1800 SGD-5470 NTS 7 OF 21 MD-5470.0 1 A A LYNN MILLER P.E.)SCERT.f31T.OFM.q�786 P.Ef!58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforoement#29 BO" 84° 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 66-15116"DLO Height 72-15116"DLO Height 84-15116"DLO Height 86-15/16"DLO Height 108-1511611 DLO HeightTHE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group An�Group / MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE C D A CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +169.4/-169.4psf +160/-160psi +137.1/-137.1psf +1207-130psf +}06, . pOF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 13118, CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO HeedlSili C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1ftC1+1P.C3+1+1 C3+1 C5+1 C5+1 C5+1 C3+1 CS+1 CS+1 C5+1 C3+ MIDSPAN OF PANEL). Width Jamh 6 5 7 5 5 5 7 5 5 6 6 8 6 6 6 B 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Presswe +141.8/-141.8psf +133.6/-133.6psf8psf +99.1/-107.4 psf +87.8/-951psf PERPENDICULAR TO THE GLASS. 25-1/8" Head/Slll C5+2 CS+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+11 C3+1 C5+1 C6+1 C5+1 C3+1 C5*1 C5+1 C5+1 C3+130" DLO Jamb 5 5 7 5 5 5 7 5 5 6 6 8 6 6 8 8 6 WidthP-hook 7 7 7 7 7 7 7 7 B 9 8 9 9 10 10 10 10 Design Pfessure +123.9/-123.9psf +116.4/-116.4psf +98.5/-98.5psf +85.37-92.4psf +75.3/-81.6ps( 31-1/8" Head/Sill C5+2 n77 5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 FIG 1: OH LENGTH 36" DLO Jamb 5 7 5 5 5 7 5 5 5 7 6 6 6 8 6 6 6 B 6 L Width P-hook 7 7 7 7 7 7 8 8 8 8 9 1 9 1 8 1 9 10 10 10 10 DOOR ASSEMBLIES DesignPfassufe +104.5/-104.5psf +104.5/-104.5psf +87.8/-B7.8psf +75.7/-82psf +66.6/-72psf INSTALLED WHERE THE m 37-118" Head/SIII C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+29191 C5+2C3+1 C5+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42" DLO Jamb 6 5 7 5 5 5 7 5 5 5 7 5 6 B s 6 6 8 8 = EQUAL TO OR GREATER THAN Width P hook 7 T 7 7 7 7 7 7 8 8 e 8 9 9 10 10 10 10 O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER E DesignPresswa +60/-80psf +80/-80 psf +80/-80ps/ +60/-65psf +60/-65ps1 INFILTRATION RESISTANCE. 43-118" Head/SIII C5+2 C3+2 C5+2C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 1 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 I C5+2 C3+1 48' DLO Jamb 5 6 6 5 5 6 6 5 5 5 7 5 6 6 7 6 6 8 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT REVISED as complying with the Florida DeslgnPfessure +74-}/_7q.}psf +74.i/-74.1ps1 +63.8/638psf Water•Llmited BulldingCado 49-118" Head/Sill C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 (+)Design Pressure Noarmi 17-0420.071/202 54" DLO Jamb 5 5 6 5 5 6 6 5 5 5 6 5 Sill Nom.SIII Max.(+)DP Expiration Date D4/21/2021 Width P-hook 7 7 7 7 7 7 7 7 8 B B 8 Riser Height Allowed ey Not available In these sizes. Mlaml- Product Control i DeslgnPressufe +607-60psf +607-60psf +607-Wpsf None 1-11116" See Note 2 55118" Head/Slll C3+2 I C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 1 C5+2 C3+1 42 242" +38.7 psf DLO Width Jamb 5 1 5 1 5 5 5 5 5 6 5 5 6 5 43 3-1/7 +60.0 psf P-hock 7 7 T 7 7 7 T 7 8 8 B 8 44 41!16° +80.0 psft 45 45/8° +100.0 psf 1 DLO WIDTH=NOM.PANEL WIDTH-8-9119' DLO HEIGHT=DOOR HEIGHT-11-1/16' PANEL HEIGHT DOOR HEIGHT-2-1/2' ��.` 01AY LYNV TABLE NOTES: yr; No.58705 = VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 _ n 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP• DP&ANCHOR QUANTITY TABLE 4 J ROSOWSKItY 8 :��'•• IMlEjol [[7� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYRwc. NO CHANGES THIS SHEET. kA 04/05/17 pis@ 3)SEE SILL RISER TYPES ON SHEET 4. �''i�NA. 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6 SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 8 OF 21 j$ MD-5470.0 1 t A A.LYNN FALLER.P.E. CFRT.OF AIITN.848280 P.EA 68705 3.PAANEL,,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL ®INTERIOR POCKETS IIy.�OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84°NOM.PANELS, .6" CENTERLINE I CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL I OFPANEL2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/58.6 PSF _ POCKETBY OTHERS,SEE NOTE 6. SHEET 6 +2- '+2'ANCHORAGE, 28•�' 6° ANCHORAGE, °+2"ANCHORAGE• MAX. 6°MAX. SHEET 1T SHEET 12 SHEET 12 °C3'CLUSTER, •C3'A USTER EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIN.t ANCHOR) SPLICE NOTE: INSTALLATIONON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO AID IN ADDED IN-FIELD AS NEEDED TO ALIGNMENT —� BE ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIORCENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL ILOF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6' CENTERLINE I CENTERLINE CENTERLINE MAX. OFPANELI OFPANEL2 OF PANEL POCKETBY 0 0 roco 0 EXTERIOR INTERIOR OTHERS,SEE NOTE 6, 0 0 0 0 1 0 0 0 C� SHEET6 +2' 25318"MAX. g• ANCHORAGE, '12'ANCHORAGE. •+2'ANCHORAGE, MAX. SHEET 11 SHEET 11 „C3.CLUSTER 'p°CLUSTER, SHEET 11 EXTERIOR SHEET 11 SHEETII ENDANCHORAGE 1P MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN--1 ANCHOR) MAIC REQUIRED@ INSTALUITIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET 1 KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1 8 2 PXXX(3-TRACK) PRODUCT REVISED ) as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THENOA-No. 17-0420.07 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date0_412112021 PRESSURE REQUIREMENTS. TO BE 253/8•o.C.OR LESS By FOR WOOD INSTALLATION USING ANY Head/501 C3+2 Miam Dad roduct control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6°MAx. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINEOFENDPANEL oPr.ANCHOR MAx THE INTERLOCK/ASTRAGAL FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TDAIo IN �7 HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT I MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK .IAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25518°,OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTER LOCK/ASTRAGAL PER THE FIGURE ABOVE: ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE'-t2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL = No.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 - :Q FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE J ROSOWSKI Off'•, STq 10 LOCATIONS OF CROSS-SECTION DRAWINGS. B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYROHi02617 PGTINDUSIREe,6JR rc NO CHANGES THIS SHEET. 04/05/17 �Of21DA•'%'�j\?. C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: AHIS RE ,,r O/VgL EN`S. D)SHEETS 4 818 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR �� rr I fit I i i i E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 t� (941}480-1600 O A.LYNN MILLER.PE. q F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 coN OF A.ml 018266 SGD-5470 NTS 9 OF 21 of MD-5470.0 A RE.058765 i SILICONE HOT-MELT BUM STRUCTURAL SILICONE STRUCTURAL 114"NOM. FOAM 3/16'NOM. POLYISOBUTYLENE W� WITH DESICCANT DESICCANT 1-1/16"NOM- 3/16'T GLASS I r 75 75 EXT.GLASS EXT.GLASS 11/16"AIRSPACE 77 7B 3116"T GLASS PAINTED/ INT GLASSINT.GLASS 82 93 LAMINATED L:J� SURFACE KODISPACE SUPER a E RE` 75 78 � PRODUCT I3'EXTETERIOR- I O I �4SGTPS SPACERONXT GLAZED'IFN2-8915 O I TGLASS TOWARDS THE EXTERIOR I I BITE I aINTERIOR PRODUCT IS*INTERIOR- I 78 GLAZED'IF#62-83 IS TOWARDS THE INTERIOR. ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENEVINT.*S.'LASS 5n6"NOM. GLASS DETAIL 5118'NOM. SEAL BUTYL& ICONE SEAL PRODUCT REVISED DESICCANT ROLL-FORMED as complying with the Florida FOAM STAINLESS STEEL NOTES: Building Code OCT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 17-0420.07 EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Expiration Date 04/21/2021 i "T'=TEMPERED 5�am D e Product Contra INT.GLASS DURASEAL® XL EDGE T11 SPACER 7a SPACER VINYL SLIDING GLASS DOOR NOA(NI) 1010511-5 705 GLAZING DETAILS JROSOWSKI `� �0.p••. STA ••[V�� COPYR s MG NO CHANGES THIS SHEET. $� 04/05/17 %�s'ONAL E 107 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 1 10 OF 21 $ MD-5470.0 �1 A A.LYNN MILLER,PE CERT.OF AUIH.r29795 IIIP•E.#58705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK— PANEL CENTERLINE CENTERLINE CENTERLINE _4" CENTERLINE 4" CENTERLINE 4" 4" 0 0 ° EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'Cr ID 2-TRACK CLUSTER"W �J 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+l'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGALORASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE CENTERLINE 4' CENTERLINE 4" CENTERLINE CENTERLINE 4' 4" 0 0 0 0 EXTERIOR 3.22° EXTERIOR 3.22" EXTERIOR EXT103.22" EXTERIOR 3 " .22 �J 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER CS 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE \/RI3TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+2"ANCHOR LOCATIONS `F3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL PANEL PANEL I�RLOCK 4" INTEERLIOCK 4" CENTERLINE CENTERLINE CENTERLINE 4„ o ° EXTERIOR 3.22" EXT�IEPjOR 3.22' EXT�1E-IRyIOR EXT�E-TRyIOR EXT�IE-TRyIOR =3.'r v 4-TRACK CLUSTER v 4-TRACK CLUSTER 4 TRACK INTERMEDIATE `� 4-TRACK INTERMEDIATE `u 4-TRACK INTERMEDIATE °C3•ANCHOR LOCATIONS 'CS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '+Z ANCHOR LOCATIONS '+3•ANCHOR LOCATIONS NOTES: FIGURES PERTAIN 70 THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK IS 2.375"" DISTANCE S 2.3752.375° 2)TRACK TO TRACK FOR ALL SILLS: DISTANCE IS 2.376° 2.375" FOR ALL SILLS: Head/Shc 1 BRcc OildirDigP od CT REVISED ```�.\'QNY_1L_Yl�/N�i���' Jamb 5 NOA-No. 17-0420.07 FIGURES PERTAIN TO THE FOLLOWING SILL P•hook 7 Expiration Date 04/21/2 0 21 y10ENs�:•.l�OA CLUSTER ANCHOR LOCATIONS: T4'; NO.58705 •� VINYL SLIDING GLASS DOOR NOA(NI) 10/05115 DY Miami-Da Product Control ANCHOR LOCATIONS A .t J ROSOWSKI1;0n. IS t o w 1 �ts '•-ZORIDA, COPYRIOHT02017 PGTINOUSTRIEB,INC. NO CHANGES THIS SHEET. i 04/05/17 'SXONAL ALl RIGNTS RESERVED Heed/8111 1 1070 TECHNOLOGY DR 11,IIIIlilitl Jamb 5 N.VENICE,FL 34275 �+ P— P-hook 7 (941)-480.1600 SGD-5470 NTS 11 OF 21 3 MD-5470.0 A A.LYNN MILLER, t CERT.OFA .N20t9a P'E'N 5870.5 I 1 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK 4' PANEL CENTERLINE 4" PANEL CENTERLINE 4" CENTERLRJE CENTERLINE CENTERLINE 4" EXTERIOR 3,22" EXTERIOR 3,22" EXTERIOR, EXTERIOR 3.22 EXTJ�ERIOR 2-TRACK CLUSTER"C3 15 2-TRACK CLUSTER'CS' ID 2-TRACK INTERMEDIATE ID 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATION ANCHOR LOCATION "W ANCHOR LOCATION +2'ANHOR LOCATION '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTEfRLOGC INTERLOCK PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4" 4.75" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR CK INTERMEDIATE EXT`E�R,10 " EXTERIOR v' LOIATEI + RMEDIATE + -3-TRACK CLUSTER'C3• 3-TRACK CLUSTER iANHOCK RCATON 2AN HOROCA ONS 3'ANC—HO�R LOCATIONS ANCHOR LOCATION ANCHOR LOCATION ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK—�- CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLWE LL EXTERIOR 3,22EXTERIOR " �1'T701 '- CKINTERMFOIATE EXTERIOR ¢TCKINMMEDIATF f2 EXT1E�RyIOR ¢IC RE RMEDLATE ID 4TRACKCUSTER `v 4-TRACK CLUSTER 1 ANCH LOCAT ON ANCHOR LOCATIONS' ANOLOCAONS•i33•.22" 'C3"ANCHOR LOCATION 'CSANCHOR LOCATIONS NOTES: FIGURES PERTAINTO 7HE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1 T RMEOIATEANCHORLOCATIONS: NOTES: 2)TRACK-TO-TRA CK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" I 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.3752.375" FOR ALL HEADS: PRODUCT REVISED �LTtIIIiTi,� Head/SIII 1 as complying with the Florida `��``OtAY L)2v,,/ ,7 Bullding Cod. ♦ -. ../ FIGURES PERTAWTO 7HE FOUOWP'G HEAD II Iamb 7 NOA-No. 17-0420.07 `�`Pa��•'�,ICEgIS�; �((�% CLl1ST.R ANCHOR LOCATIONS: Expiration Date 04/21/2021 * NO,58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By = 7! Miami-Da roduct Control ANCHOR LOCATIONS B &- J ROSOWSKI ��p�=• VE iu-T L :ti`s'•. CORIDA,.•'' COPYRIGM®2077 PGi WDU3TR1E3,INC. NO CHANGES THIS SHEET. 04/05/17 �i,S� •""••• G�� j Hefld/$II� C3 1 ALL RIGHTSRISERVED •�,,�NAL SNL`` i Jamb 5 1070 TECHNOLOGY DR N.VENICE,FL 34275 P-hook 7 (941)480-1000 VSG -5470 NTS 12 OF 21 i MD-5470.0 f$ A A LYP.ES 8705 NN MILLER.PF CEf RT.OF AUTH.r2A29A I t ( P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TOTHEFOLLOWING IAMS ANCHOR LOCATIONS: — 2.375" -- r-- 4.75" 7.125" 6" MAX. 21.6° 21.6" 21.6" Head/5ill C3+1 MAX MAX. MAX, Jamb 5 EXTERIOR EXTERIOR EXTERIOR P-hook 7 A E�7 O.C. O.C. O.C. OPT.ANCHOR TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX MAX MAX. REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME I 3 TRACK FRAME I 4 TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ 1"X.500" SILL SILL \ SILL EXTERIOR n EXn IOR 4 EXTERIOR 6"MAX. (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.1 91 (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190";�-— (10)TRACK WEEP HOLES _ TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.1 90°; ALIGNMENT 24"@ 1.375°X.500- (1)WEEP NOTCH EVERY 24"@ 1.376"X.500- NOTES: .500"NOTES: 1)SEE TABLES 1$2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED tttt II l tllT� OF ANCHORS REQUIRED IN THE P-HOOK. ..complying lyodewith the Florida ``�� ONY LY(�IN�/ FIGURES PERTAIN TOTHE FOLLOWING POCKET JAMB NOA-NO. 17-0420.07 L,ICENS+F (� P-HO ANCHOR LOCATIONS: Expiration Date 04/21/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/ av Haatl/SoaII I C3+1ALL FiaiHBRC-SERV® � 5/15 By SMia mi-Dad .ductCondo ANCHOR LOCATIONS C ImJ ROSOW RNO CHANGES THIS SHEET. 04/0 —�•0O, COPY �ON111 AL �ENG��`` Jamb 5 1070 TECHNOLOGY DR N.VENICE,FL 34275 ?fi_ati 7 NN MILLER, (941)-080-1600 SGD-5470 NTS y 13 OF 2`1 MD-5470.0 A A LYP.E.058705 P.E. CERT.OF AUTH.429296 W 111 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90a CORNER CLUSTER ANCHORS LAYOUT: F-0IloWMG'7 CO TNEERSILL ANCHOR LOCATIONS P 90" H HI 4" 4" 4" 4" 4" 4" 4., HeadlS)II 1 3.22" EXTERIOR 3.22"EXTERIOR .hOc 5 2-TRACK 90'CORNER 2-TRACK 80•CORNER P-h00k 7 -CO-ANCHOR LOCATIONS 10, 'C8-ANCHOR LOCATIONS I ( 2-TRACK90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USEWHERE-Cr IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS (('�( "C6•ANCHOR LOCATIONS Jl (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 44" 4„ PRODUCT REVISED 4" asB.cding Codewith the Florida NOA-No. 17.0420.07 Expiration Date 04121/2021 4 4" 4" Mia a roduct Control 3=EXTERIOR 3.22' EXTERIOR 3-TRACK 90*CORNER 3TRACK 80-CORNER (� 3•TRACK80'CORNFR EXTERIOR 3-TRACK 90'CORNER EXTERIOR 'C4'ANCHOR LOCATIONS 'C8•ANCHOR LOCATIONS V 'C4*ANCHOR LOCATIONS 'C6'ANCHOR LOCA TIONS (USE MERE'C3-IS SPECIFIED) (USE WHERE'C6-LS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) ITTIM 4" 4" 4" 4' YNAf,"',. ii ��.� 0�1Y.... `�a•��.•....... •tCENSF 4,���i 4" NO-58705 IEO 3.22" 4" FS ..<oRIOP..• \�N� ERERIOR EXTERIOR EXTERIOR DRERIOR 4 TRACK SW CORNER 4-TRACK 00•CORNER 4-TRACK BO-CORNER �7 4-TRACK 90 CORI�R ���J ANAL t t t�t. 'C4'ANCHOR LOCATIONS lu 'C6'ANCHOR LOCATIONS � •C4 ANCHORLOCAMONS V 'C8'ANCHOR LOCATIONS lu (USE WHERE•C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) (USE WHERE-=IS SPECIFIED) A.LYNN MILLER,P.E. P.E.N 58705 NOTES: FIGURES PERTAIN TO THE FOU.OVJIN090'CORNER 1).ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: 0 VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05/15 90° 2)DETAILS DEPICT ANCHOR QUANT TY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D J ROSOWSKI HeadISlll 02 f PUT Jamb 5 3)TRACK-TO-TRACK COPTRIGiRo2ot7 POrIHWSIRIEs,me. NO CHANGES THIS SHEET. �9 04/05/17 Ffieok r DISTANCE IS 2.375" W2.37511 2.375" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 j (941)-480-1600 SGD-5470 NTS 111 14 OF 21 1:9 MD-5470.0 1 A CERT.OF AU7H We9]96 t ERTAIN TO THE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 13V CORNER SILL ANCHOR LOCATIONS: 135° 4" 4„ 4" 4„ 0 0 eC t4' keambill 1 nEXTERIOR 4" EXTERIOR !EXTERIOR PfiOOk 7 2-TRACK 135•CORNER 2 TRACK 135'CORNER 2-TRACK 135°CORNER \l 7 TRACK 135'CORi•ER lu "GP ANCHOR LOCATIONS 'W ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-W IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) A. 4" 4„ q^ Eg# PRODUCT REVISED 4" 4" as comp'ying with the Florida Building Codo NOA-No. 17-0420.07 4" Expiration Dote 04/21/2021 XTEROR EXTERLIOR EXTERIOR � By v 3.22" 3.22" V mla Product ventral 3-TRACK 135-CORNER S-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'CS ' 'ANCHOR LOCATIONS 3•TRACK135'CORNER 3-TRACK CORNER RL (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) Gi'ANCHOR LOCATIONS "CW ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CW IS SPECIFIED) lop a° 4" c a" FE.XTERIOR ```•:�����914 ILYNA XTEXTERIOR :. l 4-TRACK 135•CORNER 4-TRACK 135•CORNER 4-TRACK 135'CORNER 4-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '04'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS ori CONAL ���� (USE WHERE'C3'IS SPECIFIED] (USE WHERE IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) ��111111 111155 A.LYNN MILLER,PF- NOTES: ENOTES: P.E.p 58705 FIGURES PERTAIN TO THE FOLLOWING 135•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. READ ANCHOR LOCATIONS: A VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05/15 " 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE i SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 14- J ROSOWSKI i Need/S111 1 Jamb 5 3)TRACK-TO-TRACK COPYRIGHTo2017 PGTINDu51RIES,INC. NO CHANGES THIS SHEET. �� 04/05/17 P•hook 7 DISTANCE IS 2.375" 2.375" t2.375" ALL RISKS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR � N.VENICE,FL 34275 135 (941}480-1600 SGD-5470 q j NTS 15OF21 S;9 MD-5470.0 �i A CERT.OF AUIH.W2B295 I FIGURES PERTAIN TO THE FOLLOWING HEAD SPLICE ANCHORS LAYOUT 0-INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PSILL ERTAINT THE FOLLOWING SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4• LOCATION LOCATION ° 4" 4" o EXTERIOR 9g-322- EXTERIOR 3,22" EXTERIOR EXTERIOR Head/S111 C3 1 �I 2-TRACK SPLICE 2-TRACK SPLICE Jamb 5 2-TRACK SPLICE �J 2-TRACK SPLICE 'G1'ANCHOR LOCATIONS �/ 'CS'ANCHOR LOCATIONS P-hook 7 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4" LOCATION 4" LOCATION 4,75° 0 PRODUCT REVISED EXTERIOR _4° EXTERIOR as complying with the Florida 0.22 EXTERIOR 3,22 EJ(TERIOR 4„ Building Code &TRACK SPLICE 3•TRACK SPLICE NDA-No. 17-0420.07 3-TRACK SPLICE ..+ y 3-TRACK SPLICE 'C4'ANCHOR LOCATIONS 'C6'ANCHORLOCATIONS ANCHOR LOCATIONS v 'Ca°ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) Expiration Date 04/21/2021 (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) 13y mlami-D a Product Co trol SPLICE Q,75 SPLICE SPLICE SPLICE LOCATION LOCATION 4° to LOCATION 4' 0 0 EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 3.22• 4., n 4TRACKSPLICE V 4-TRACK SPLICE 4-TRACK SPLICE 4TFUVCK SPLICE ` �,••'t,10ENs�•.���% 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS °CD'ANCHOR LOCATIONS (USE 4'ANCHWHERE RIS SPECIFIED) (USE WHEREANCHOR IS LOCATIONS ED) (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 7};• NO,68705 0 z '•.,40RIDA,.••' -��. NOTES:ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. %!S�pNALI�NG�`�� FIGURES PERTANTO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. PEX 65705 3)TRACK-TO-TRACK fi VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: I ANCHOR LOCATIONS F 1m' J ROSOWSKI cOPrwGHro2an PGrNOUSIRES INC. NO CHANGES THIS SHEET. H 04!06/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIGHTS RE H /b q 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOOGYGY Jamb 5 � n N.VENICE,FL 342766 P hook 7 (941Y480-1600 SGD-5470 NTS 111 i 6 OF 21 MD-5470.0 A CERT.OF AUTH.(2'1Z99 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 60' INSIDE BO- OUTSIDE 135INSIDE 135• DOUBLE ASTRAGAL TYPES SINGLE SINGE FUSED OTIE C INTERLOCK CKSASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/NANDE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT 0d R,t �—q DOUBLE 1 EXTERIOR GLAZED 11/� L--f.v�^^^^^M-� ® ,�/ / LOCISSTIE INTERLOCK SOME E F Ff K L L IDWam i TC TA TV TY Y tJ LOCKSTRE ASTRAGAL INTERLOCK SINGLE 1T^L SINGLE B H 1 A C .0 CC �A �e S �I/I� SD INTERLOCK ••-��`�`�"`�`^�J INTERLOCK IDOUBLE NTERLOCK J V �/� W IN O le=an mm" d DOUBLE FIXED RR /� V V FC FD FY / Y tI A INTERLOCK OCKSTILE (ear/on7 Isa'� �LJJ W CKSTI E D fYI �/ U ASTRAGAL �..�.n^^^�r'I—•� LOCKSTILE Semcou0 lamreq DOUBLE DV INTERLOCK BOX OUi 1 ASTRAGAL LR T U U-. teoxouq W ASTRAGAL J T U BOX IN me w OUT.SO, CT CS CF W ASTRAGAL Z RECEIVER a AEI RECEIVGAL EDJa= AT AS DF OUT.135' PRODUCT REVISED ASTRAGAL 1/� ' S VF• as comptying with the Florida �/ / {/ Budding Codo I RECEIVER NOA-No. 17-0420.07 IN.135• V V f p 'A1,,S ,V w,F ASTRAGAL V V Expiration Date 0412112021 RECEIVER By MiamrDa Product Cont of LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE. <1�?O t10ErvSF��l�tn F' No.587D5 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE �,S VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 NOT AVAILABLE. —� PANEL TYPES a` JROSOWSKI =70 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60. ® �Ditt FTA E O COPYRIG�M 61SNERVEO Es.LNG NO CHANGES THIS SHEET. t d� 04/05/17 %FSYS•.�oRIDp..•'G���� ``( 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH AL t 1 TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. ��i CON 1070 TECHNOLOGY DR N.VENICE,FL 34275 �t s (941)-480-1600 SGD-5470 NTS 17 OF 21 g MD-5470.0 K A A LYNN 5 705,P.E. e I L Y CERT.OF AUTH.Y2BP86 f 1� 5.675-� 10.635 ►� 640 .125 iw1--.550 1 �1 .061 -� 762 100 TT L 812 p p �o 681 6r 062 930 .301 J 1.928 FRAME SCREW S T 10 INTERLOCK CAP, 1Q 2 TRACK HEAD/JAMB © 4 TRACK SILL COVER(PVC) @A NCHOR PLATE Q TRACK IN ER O EXTENDED POCKET 5.178 231 080 � 2.060 � .100-8.250 8.250 062 1.613 ,080 1000 252 Ir p O p 100-129W, � 949 1.435 �� j 1.883 lul [U] 1.813 1.881 - •062100 dQ®�� 71 BOTTOM RAIL OUTER SILL 13 SILL TRACK 17 P-HOOK ADAPTOR 18 P-HOOK SUPPORT @ COVER COVER O I Q 3 TRACK HEAD/JAMB ®3 TRACK SILL 229 094 .125 540 540 291 4.061 I-• 2.975 ��2.141 ►j - .- �3.000 1 LLL 10.625 L00 8888 NNNN "'' tFFF 075 Q: pry i -i 626 ���062 2.607 r I 1 1.408 .100 1.81TE 3L�wu � •062 � .329 1 19 KEEPERED @ KEEPER @ BARGOVERMENT ®BAR REINFORCEMENT @ FIXED PANEL CLIP REINFORCEMENT @ 4 TRACK HEAD/JAMB Q2 2 TRACK SILL 2.611 Imo--2.838--� -may 1.570 I+ 1.625 -may 1.595 -►{ 1.595 t-- �- ,309 - 2.696 .080 2,073 3.483 125 jj 099 .070 .075 � 4-635 4279 - .100 f- T2.833 2.368 2.768 •400 2.768 2.210 .090 2.118 I .300 � B 2'025� •312 � ®INTERIOR JAMB COVER �uJ .1L ! .1! u .110 {+- �a `-•188 -..I�-•182 .120 I --182 ��2.710 1.876 U�F aPROcomplyingwiith UCT the Florida @EXTENDED POCKET.120 2'281 .100 �� LE,TOP eulltling Coe ! TOP BOTTOM 6 TOP BOTTOM ©INTERLOCK.300 ®/REINFORCEMENT, 9 REINFORCEMENT INTERLOCK ADAPTER 31 ADASTRAGALTAPTER K O ASTRAGAL ADD-ON ©ANDEBOTTIOM RAIL NOA No. 17-0420.07 ®AND STILE © AND STILE REINFORCEMENT, 8 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/21/2021 REINFORCEMENT 3.326 By 3.452 3.346 NOTES: Miami-Da roduct Control 1 472 E919 1)SEE SHEET 4 FOR .125- 3,209 .060 3.713 -� 090 SILL RISERS. 2.17525 .046 1.500 3247 3.345 060 2)SEE SHEET 20 070 '066 i -.918 FOR SCREEN PARTS. .300 1.170 �--229 @135'CORNER ©135'CORNER V 35'CORNER (@135*CORNER (@90'CORNER 40 90'CORNER 41 90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR �� NYLYNNtr'i,�� � '•�JCENSF'��(�� 210 .252-►rl.261EXTRUSIONS *; No.58705 •� VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 { 1.261 J ROSOWSKI �TSTA 0 1-1H 1-1/16'I COPYRI(iHT0Y017 PO7RIDUSai ES MC. NO CHANGES THIS SHEET. 04/05/17 �'Fs F<ORfOP•, '���1` 82 BEVELED BEAD 89 OGEE BEAD 1070 TECHNOLOGY AHTHNNOLOOLO GY DR VED NAL N. N.VENICE,FL 34275 (941)-480-1600 A.LYNN MILLER,PF- CERT. E.CERT.OF AUTH.A20M SGD-5470 NTS 180E 21 n MD-5470.0 �� A P.EJ)58705 ^ 1)INSTALL 06t. 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME JAMB ATTACHMENT �o(4)CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY TYPE AS USED STILE ° USING 4 INSTALL ONE BLOCK AT tw BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL ° TABLE 1 ONE BLOCK THAT 3 sa(3)#10 X SPANS BOTH PANELS. eo ( ) X n 1.5"SMS / i I 1"SMS / IUD d o - FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE z3 PANEL se(2)1/4" MIDSPAN OF EACH FIXED X 2-1/4"SMS CUP PANEL-TO-FRAME JAMB LOCATION. 0 #8 X 1" SMS so 1 / (4)#10 21 BAR COVER \\ X 2"SMS es 22 REINF.BAR et #8 X 1-1/4"SMS 1 KEEPER to (4)THRU KEEPER @ MAX �_ 3S'O.C.,SEE SHEET 18 JAMB TO KEEPER TO JAMB p p� SILL ASSEMBLY ATTACHMENT �\\ f LOCKING JAMB / PRODUCT REVISED d .....plying with the Florida REINFORCEMENT PLATE Building Cede ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER Non No. 17-0420.07 @ 34-1/2"MAX O.C. OXXX SHOWN is Expiration Date 04/21/2027 a �l B y Miami-Dad - roduct Control ,z4 (4)#10 X gs o� --�———` i 2"SMS INTERLOCK INTERIOR so CUP COVER NOTES I � EXTERIOR \\ I 24 INTERLOCK )DETAILS,APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. tt i t i I i I�Ii REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL ea#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT tt 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. e� =7G,•• (2)#10 X 1"SMS VINYL SLIDING GLASS DOOR NOA(NI) g 10/05/15 No.58705 *_ THROUGH SUPPORT,e2 = o INTO PANEL PANEL RIFACCESSORIES INSTALLATION &' J ROSOWSKI zvv"Dx ASSEMBLY '� TE F rt41.INTERLOCK SILL RETAINER /2"SMS NEL CORNERSCOPYR cHrmzmT FarwousrRlEs,wc. CORRECTED#98 kM 04/05/17 ',ct`�i'••.c2TIRI•.. z CLIP ATTACHMENT ALL ASSEMBLY aiRloRrsRESERVEo ��'� ONALiENG``�� 1070 TECHNOLOGY DR INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 fill (941)•480-1600SGD-5470 NTS f 19 OF 21 MD-5470.0 IkIl A A LYr,E.#oe7ss PE iH CERT.OF AUM22 i I BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� Oo�� ❑� ,25 129 ,20 1 3 5 721 '� 132 106 tr:' 102 110 1W -- e o 111 108 110 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 1ao EXAMPLE 11s 32 131 33 t02 111 O1__.JO bye 121 108 El6 E]P i � OOF�3 0 1 c� ❑0 122 1 ROORO0 115 118 1 — HORIZONTAL SECTION EXAMPLE 700 112 L� - 120 104 102 1.081 HORIZONTAL SECTION 117 —►i 1.081 f` I r'_' EXAMPLE 1.202 1.778 1.778 5 i .875 875 1.020 r j T-050 — 050 .045 rFr 1zo SCREEN ,r SCREEN 1zz SCREEN OXO 1.983 1.993 1.874 FRAME SIDE RAIL, ASTRAGAL 11�A�iI[l 1L�JJJ��r���(((��l RAIL LATCH ADAPTER -Yh .062 .11� .082 -ED' .062 PRODUCT colinwith the Florida 9 9BOXSCREEN BOX SCREEN BOX SCREEN Building Code ,ot 7oz 1.435 TOP RAIL BOTTOM RAIL SIDE RAIL � �-72$ NOA-No. 17-0420.07 t27 .765 762 Expiration Date 04/21/2021 OR '—:T_ �—.040 By �wd..t 1,30 114 1.020 -r— 1.593 1 373 720 I 062 Miami-Drol ~I t� tzo SCREEN VINYL FRAME SILL I 1°� z ' Iic 063 123 ASTRAGAL 124 SCREEN i1.872 W. z a e ADAPTER ADD-ON 1.8j33 "_ _ L 124 �SCREEN 704 SCREEN jos BOOXXOSCREEN 103 i INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION EXAMPLE EXAMPLE NOTES: � �;•'•�ICENS�' �(( ro-,50 306 1.487 1)ALL DIMENSIONS IN INCHES. .055 _30•.-1 487 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 1.510 € .060 �SCREEN DETAILS &� J ROSOWSKI ���•. A BOX SCREEN BOX SCREEN BOX SCREEN HEAD E F�tos ASTRAGAL 107 SILLADD-ON 108 AND JAMB ADD-ON COPYRIOHT02017 PGT INOUSTPoEO OIGNO CHANGES THIS SHEET. �� 04/05/17 ��S ......ion••ADAPTER1070 TECHNOLOGY DR MA �'S;�NALENG`` N.VENICE,FL 34275 4 (941)-480-1600 D-5470 NTSjjj 20 0E 21 g MD-5470.0 f� A A LYNN MILLER,P.E. CERT.OF AVIV.P192B6 SGP.E115870.5 I TABLE C: TABLE D:BOX SCREEN # Part# Description Materlal # Part# Description Material # Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 40 19081 90'Comer Astragal Cap-Ext. Rigid PVC 110 12256 Boy.Screen T_?Req 6063 T5 Al 2 19002 2-Track SRI Rigid PVC 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 101 122:7 Box Screen Bcitcm Rail ?703 r AI 3 19025 3-Treck Head/Jamb Rlgld PVC 42 19085 SIII Riser-(2-1/2') 606376 Alum. 102 12258 ecx Semen Side Reil 890175 AI 4 1902613-Track Sill Rigid PVC 43 19022A Sill Riser-(3-1/2') 6063-T6 Alum. 103 84428 Bean Semen Worlac< 6063 TS Al 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/16') 6063-T6 Alum. 104 17.347A Box Screen Snap Dn Bug Flap 6063 T6 Al B 19028 4-Track Sill Rigid PVC 45 i9024A Sill Riser-(4-6/6') 6083-76 Alum. 105 Wz4E Box Screen Om Astragal Adapter 9063 Tr dJ 7 19009 Frame Screw Cover Rigid PVC - 60 716509W .187'x_320'Flnseel(Stile) 1•.33 17343 Box Screen Astragal Adapter eM TS AI B 19031 Anchor Plate 6083-TB Alum. 51 71695K 1-i/T x 1'x 3/4'Fin Seel Dust Plug 107 15033 Box Screen Frame Sill Add-cn em 16A 9 19007 Track Insert 6063-T6 Alum. 52 71696 Dust Plug 108 190.?B Box Semen Heed'Jamb Add•cn 5053 To Ai 10 19084 Interlock Cap-Extended Pocket Rigid PVC 60 419041 Interlock Gip Color PVC 104 720XIX `4-14.20 x T'1&S @ Toy Rel SS 11 19038 Bottom Rail Support 6063-76 Alum. 61 78163X Tandem RollerAssambly SS 110 720X112X #14-20 x i-112'MS @ Bette=Rail S-Q 12 190063 Outer SRI Color 6063-T6 Alum. 62 78153N Tandem Roller Assembly Nylon 111 71793G Walp,.270"x.IST-Fn Seal 13 19011 ISIII Track Cover Rigid PVC 63 78X75FPTX 98 x 314'Ph.FH SMS @ Roger&Relnf. SS 112 618WK Mistp,.187'x.507'@ Bug Flap 17 19032IP-Hook Adapter 6063-76 Alum. 64 419042 Flame Header Block NytGn 113 7SRAZ Standard Rolex I •Ici 18 19020IP-Hook 8063-T6 Alum. 65 48052 Roller Adj.Hole Plug PVC 114 75R4( HDRollar SS 19 19047M lExtended Keeper 6063=T6 Alum. Be 44385 4 Hole Bumper Stop PVC 116 techs Screen Lcking Ha;&a:e Steel 20 19029M Keeper 6063 TB Alum. 67 76Xil4FPTX W x 1-114'Ph.FH SMS @Bumper Stop SS 116 410!/5'- Screen Keeper Stssl 21 19014 Reinforcement Bar Color Rigid PVC 88 71696G Sin Plug PVC 117 76XIPPA #ax V Ph.FH SMS steal 22 19030 Reinforcement Bar 6005-T6 Alum. 69 78185X Gemini Mortise Lack w/long Trim plate Steel/SS 118 1682rN4 Screen Spline-.16T&.165 14ny1 23 19037M Fixed Panel Clip 6083-T6 Alum. 70 71032X1 FPFX 1032 x 1'Ph.FH MS @ Lock SS 119 1816020 Screen Cloth FN;glase 24 19035M Relnforcemerd Plate 6063 TB Alum. 71 lodes Handle Kit Cast ane TABLE E:STANDARD SCREEN 25 19017M Top Rall,Bottom Rail and Lockstile 6005-T5 Alum 75 Kommedig 48G TPS Spacer System # Part# Description Material 26 19046 Reinforcement --Z7.mposge 76 Quanex Super Spacer nXrvyilh Hot Melt Bulyl See Sheer 10 for 120 12033 Screen Frame Rail 8063 TS AI 27 19048M Intedeck.300 Reinforcement,Std. 6005-T5 Alum. 77 Quanex Duraseel Materiels 28 19013M Interlock-400 Reinforcement,HD 6005-TS Alum. 78 Cardinal XL Edge Spacer 121 120263 Screen Fume-Side Rall(etch) 6063 T5 AI 29 19019M Astragal Reinforcement 6005-T5 Alum., 78 Dow Coming 995 or GE 7100 Backbedding Silicone 122 853K Screen OXD Astragal Adapter Rgi60STB C 30 19083 Extended Pocket Interlock Adaptor 6003 TB Alum. 82 19044 1-1110'Beveled Bead Rigid PVC 123 9012 Screen illnyl Astragal Adapter Rigid PVC 31 19005 Interlock Adaptor Rigid PVC 83 19045 1-1/1B'Ogee Bead Rigid PVC 124 190128 Frame p,SilScreen Add-on 8099 T l At 32 180013 Astragal Add-on Rigid PVC 66 71725K Setting Block l'x 4'x 11/16,85+/.5 dura. Neoprene 125 BFP95K Bug Flap,85 . 5 SM Vinyl 33 19004 Panel Stile,Top/Bottom Rag Rigid PVC 90 781PSTX #8 x 1'Ph.PH SMS @ Frame Assembly SS 126 78X112027 #8 x 1-V2'Ph el SMS(Assembly) Sl 127 712027 Corner Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Color 6053-T6 Alum. 91 70X114PHPT41 OX #8 x 1-114•Ph.PH SMS @ Reinf.Bar SS 128 712027SS Comer Key Wheal Assembly(HD) SS 35 19076 135°Comer Astragal 8003-T8 Alum. 92 7IOXIPHPT10-8X #10 x 1"Ph.PH SMS @ Reg Support SS 120 varies Screen Locking Herdvrera Steel 30 19077 135'ComerAstragal Passive Mount 6063-TB Alum. 93 71OX115PPX #10x 1-1/2'Ph.PH SMS @ Fxd.Pnl.Clip SS 130 710)04PPSDAX #10 x 3/4'Ph.PH SMS @ Screen Asia SS 37 19079 136°Comer Astragal Cep-Ext. Ri91d PVC 94 710X2.6PHPT183X #10 x 2-1/2'Ph.PH SMS @ Relnt.Plate/Ast. SS 131 7SX12PPSMSX #8 x 1/2'Ph.PH SMS @ Door Asl. Ss 36 19080 135°Comer Astragal Cap-Int Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4'Ph.PH SMS @ Hdr.Block SS 132 199-2 16cmen Spline-.145 Vinyl 39 19078 901 ComerAstregel 8083-TB Alum. 96 710X1.76PPX #10 x 1314'Ph.FH SMS @ Ast.Mount SS 133 1816020 IScreen Goth Fiberglass 97 710X34PPX #10 x 3/4'Ph.PH SMS @ EL Pkv InL SS 98 710X2PPX #10x 2'Ph.FH SMS @ Keeper SS PRODUCT REVISED Bui ding iyongewith the Florida \ y I�yNN NOA-No.CC dd 17-0420.07 ; ��.- • L ••. Expiration Date 04/21/2021 Q•' F i ice` Tl•: No.5 9y8705 VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 = i Miami-Dade oduct Control' PARTS LIST a J ROSOWSKI +700 Qz= ® .cv TE F COPYRIaHTe2017 POTINOUSR11Ee,INC. NO CHANGES THIS SHEET. kA a 04/05!17 ��S '••�oRIDA•.••' ALL RIGHT9 RESERVED �i SI G' \\ NOTES: 1070 TECHNOLOGY DR si �� i0NALiEN``\ 1)ITEMS#14-16.46-49,5359,72-74,80,81,84,85,87-89,98&99 ARE NOT N.VENICE,FL 34275 USED AND ARE NOT PART OF THIS APPROVAL. (941)480-1600 SGD�470 NTS 21 OF 21 MD-5470.0 A A LYNN MILLER,P.E CERT.OF AUTH.62928E P.E#58705 I