Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Notice of Acceptance
RECENED OCT 0.91020 M IAM t-DADE rriiiitt +g Melt i;t.L�1��'dl5lii7j MIA.MI-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.miamidade.eov/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 (AIM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for.quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10105115, with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 distributorsfarshall be available for inspection at the job site at the request of the Building Official. lThis NOA revises NOA#15-1210.01 and consists of this page I and evidence pa Te E.,,E as was approval document mentioned above. yy�� ®�{ iL. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. CODE COMPLIANCE ST. LUCIE COUNTo. 006 QM14DAD�COUNTY a , dfj;' r7 Expir a1 April 14,2021 Vile ® Iproval Date: September 28,2017 Page 1 F1 1 PGT Industr im Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16 and 02/24/16) 2. 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)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC,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 8546, dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01104/16 and 02/11/2016) 3. 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)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,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 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,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 8548,dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/16) orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (continued) 5. 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC,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 8549, dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8552, dated 12/04/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15%2016) 7: Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated I1/19110,signed and sealed by Jorge A. Causo,P. E. (Subttaitted underNOANo. 11-0107.04) 8' 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,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 6337(samples A-1 thru A-5),dated 12/06/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Suhmitted under NOA No. 154210.01) Jorge M,Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coat.) 2. Glazing complies with ASTME-1300-09 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) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"SentryGlas© (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 4. RER Test Proposal No. 17-0387, dated 05/05117,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 03/03/16 and expiring on 04/14/21. �i Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 Y j SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING - Group Anohor Substrata Frame Mamba, Min.Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS &900 /135 CORNERS Distance ETnbadment MISSILE IMPACT RESISTANCE P.T.Southern Pine 1-1e075aviamb 9116 fa/8° GENERAL NOTES: (SG-0.55) P4wo 9n6" ta/8• DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. N12,steel SMS(G5)or Aluminum.6063•T6• HeaNS611Jamb 3/a" Ila, SEE TABLES 1,2&B1,B2 2)DESIGN PRESSURES: 410 S.S.sMs 0.125•min.thickness P-hook 3/8• 10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (INn.11 threadana) Steel,A3s• HeadlSUOJamb 3/8• 0.060• ON SHE 7&8 (0.060"min.thickness) P-hook 3/8' 0.060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Steel Stud,A653 Gr.33" Hoed/Sill/Jamb 318• 0.0711 14 Ga.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 0.0711min.INcknaes) P4wak 3/e" 0.071° 14 Ga. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/40 Elcc Ultracon P.T.Southern Pine Jamb in 1-3/6" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SG=O.es P-hook 1" t•3/8" 1/4"Elw 410 S.S.CreteFiex P.T.Southern Pine Heed/SIIOJamb 1• 1-3/6" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC), SG=0.55 P-hook i" 1.3/6' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 8 912,steel mad ecrew(G5) P.T.Southern Pine Heed1S11I1Jamb 9/16" 1.3/6• 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. G-0.56 P•heok 9116• 1.318° 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION Concrete P-hook 1" 1.318' t U"Eico lraoon Mn SOLUTIONS USA,INC.OR .2.86 ka Head/SIII/Jamb 1a/16" 1.318" VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES 114 Ungrouted CMU, Jamb 1" 1-1/4` (NON-WHITE)RIGID PVCNOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C-901 P410ok 1' 1-1W REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungreuted CMU, Jamb 1a/4` 1-1/4" CAMBRIDGE 535753-09; 1/41 Elca 410 S.S.creteFta: (ASTM 0.90 P-hook 1-1141 1•i/4" concrete 'GENERAL NOTES.............1 , 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE c m inore to P-hook 1. fa116• 1-3/a`1. 1.3/4• EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Head/SiIOJamb 1-11 tale" INSTALL DETAILS..............3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA OtIn.2.22 W P-hook I-lir tare• DP/ANCHOR TABLES........7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). 1/41 Eico 18-8 S.S. Ungreuted CMU, - Jamb 2' 1.114• EXAMPLE............................9 Agg-Gazer (ASTM C•90 P-hook r 1.1/4• GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southern Pine Hoad/SIWJamb t° 1-3/8 ANCHOR LOCATIONS.......11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG-0.66 P4wok 1" tale 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. concrete Haa081111Jam1, 2-fir 1.318• PANEL TYPES...................17 min.285ks P-hook 2-1/2° 'la/8" EXTRUSIONS.....................18 ANCHOR NOTES: 110 Eleo Ulbacon Ungrouted CMU, Jamb 2•t/Y 1.1/4' 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D ASTM c90 P-hwk 2-1tr 1-1/4' ACCESSORIES..................19 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE candela Head/SBWamb 2.1/2• 1-314' SCREEN DETAILS.............20min.3.35kei P-hook 2.1/2` ta/8 PARTS LIST........ ...........21 REQUIREMENTS. g4 Elw 4to S.S.emteFlex Ungreuted CMU, Jamb 2.11r 1-114• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM c-90 P-hook 1 2-112• 1-1 a PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS I ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO a5 complying with 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 .11GA-n9 code GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE NOA No. 17-0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONS181LITY OF THE ENGINEER OR ARCHITECT OF RECORD BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Expiration Dato 0 4/1 412 0 2 1 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Miami- a Product control BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fy Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 kill 120 ks1 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: 410 Screw 9D kal 110 ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),STH EDITION Elco Aggre-GatorO 57 ksi 98 ksl •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco UltrsCortO 155 ksl 177 ksl INSTRUCTIONS: -ASTM E1300-09 410 SS Elco Creteflex® 12T.4 ksi 189.7 ksl 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ANSUAF&PA NDS•2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum 16 ksl 22 ksl 1`t SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI SIOO.12 A38 Steal 36 Kai 58 ksi ....... �i GLASS/REINFORCEMENT. •AISC36010 Gn 33 Steel Stud 33 ksi 45 ksi �� t3CENSF'• 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR No,58705 HEIGHT. A VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 - 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI 'p I �- SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE -O BTAR� �' DISTANCE. ® ���`' FCORIDP,.•' � 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN COPIRIGHT02017 PGTINDU3TRE3JNC. D UPDATED TO FBC 2017,VINYL MFG. AM 04/05/17 i� PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 1070 TECHNOLOGY DR '7/i/TONAL 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-5570 NTSIII 1 OF 21 MD-5570.0 A11 A.LYPNN�105 P.E. CERT.OF AUTH.B2a296 MAX.UNIT WIDTH MAX.UNIT WIDTH ; MAX.UNIT WIDTH — MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH T NOM.PANEL WIDTH PER TABLES 1&2 <� PER TABLETS�1&2 ° PER TABLES 1&2 �r , PER TABLES 1&2 I I MAX.UNIT / I� MAX.UNIT / a / s I MAX,UNIT s s I HEIGHT T 11 3 HEIGHT- I^ HEIGHT / / e I^ HEIGHT 3 9 s PER TABLES 1&2 I PER TABLES I&2 / / I PER TABLES I&2 / / / �= PER / TABLES 1&2 JIB Pam I� / J� pe— � 1-PANEL 4 2-PANEL 14, 3-PANEL CONFIGURATIONS Kk 4-PANELCONFIGURATIONS It CONFIGURATIONS CONFIGURATIONS 4 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH e I PER TABLES 1&2 4 PER TABLES 1&2 PER TABLES 1&2 a MAX.UNIT M1151 NOTE MAX.UNIT ' / e Im MAX.UNIT ' / e I� HEIGHT HEIGHT / I HEIGHT s / TABLES 1&2 C sxEET. PER TABLES I&2 / I PER TABLES I&2 / I 6 I" POCNEr I m J J CORNER,TYP. 6-PANEL CONFIGURATIONS 4 6-PANEL CONFIGURATIONS OWMDE CORNER SHOWN,INSJOECOxNERWM 'PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as Complying with the Florida Building Cade NOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No. 17-0420.06 PER TABLES I&2 PER TABLES 1&2 4 Expiration Date 04/14/2021 a I � e By MAX.UNIT S 9 / I MAX.UNIT a s 3 s / i Miami- de Product control GHT HEIGHT PER TABLES I&2 /, / /s /s /s / Ig PERTABILESI&2 /s /s / / POCJtEr I I PoE.I •7-PANEL CONFIGURATIONS 1 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES; ")V=OPERABLE PANEL DLO 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "�=NOPERA13 E PANEL NOM. IANEL WIDTH DTH NOM.=A ANELNEL IWIDTH+1 3/16" ,����t��NY�Yyjv LOCATIONS.EXAMPLE;4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P'=POCKET DLO HEIGHT=DOOR HEIGHT-11-1116" Q;• F •.(� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" No,58705 2)9D"&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS.DOOR NOA(LM) 10/05/15 EXAMPLE CONFIGURATIONS ,£ J ROSOWSKI ��0n'.• 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ❑ ❑ REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER COPYRIGHTC 2017 PGTINDUgTAIES.INC. NO CHANGES THIS SHEET. 04/05/17 ,-,R. ..OR......•G����` 4 FOR NOM.PANEL WIDTH,SEE TABLES 1&2. (F ALL RIGNTs-KRYED 1070 TECHNOLOGY DR N.VENICE,FL 34276 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' !—SHEET NUMBER (941)-480-1600 ' A LYNN MILLER,P.E. cERT.oP�uTN.e2s2ssa SGD-5570 NTS 2 OF 21 ❑ M D-5570.0 A p E tf Sg705 DETAIL Al DETAIL 61 METAL TYP.,SEE ANCHOR THRU IX WOOD I ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF CONCRETE/CMU PER INTO MASONRY INTERLOCK INTO METAL METAL SUBSTRATE THREADS BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH '�{ — 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, I HEIGHT IS OVER 9�21 19 EMBEDMENTAND '•;1;<: o %IMAX28'10).C. 2z EDGE EDGE DISTANCE PER nDISTANCE SUBSTRATE,SEE °`'� �.- 71TABLE A,SHEET 1& - Q S0 NOTE 3,BELOW DAYLIGHTO INTERIOR OPENING ] —q WIDTHI I I c� a EMBEDMENT Q o o P�( 31 � :,•, !. _ EDGE d d dD (4)THRUKEEPER@MAX 96 EDGE "�•"`•<: 80 82 3.5'O.C.,SEE SHEET 19 DISTANCES• , 1 26 0 2e DISTANCE EXTERIOR jjj��• SEE NOTE 6, 84 1 I 26 0 26 fl Z7 Of(2)q E NOTE 6, 1/4o MAX —►'I 6 "—••-• '• / 1X OR 2X WOOD THIS SHEET I I 32 SEE NOTE 6, V "�J THIS SHEET BUCKSTRIP,SEE THIS SHEET � I EMBEDMENT SEE NOTE 8,THIS SHEET 2B _ TYP.ANCHOR TYPE, ANCHOR / / NOTE 3,SHEET 1 L_—————�1 #8 X 3/4"SMS REINFORCEMENT SCREW;7 PLATE A7 I / HORIZONTAL SECTION(XXX SHOWN) — 63 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / 9"&12"FROM ENDS(FACTORY INSTALLED), ANCHOR EDGE DISTANCE PER 1 DETAIL B2SUBSTRATE,SEE LOCATION i DETAIL C2 DETAIL D2 DETAIL A2 ~~ TABLE A,SHEET 1& ASTRAGAL INTERLOCK wro MAsoNRv �� 2X WOOD BUCKSTRIP OR INT02XWOOD FACWG INf. REQUIRED IF DOOR EMBEDMENT NOTE 3,BELOW FRAMING,SEE ANCHOR 78 DAYLIGHT 21 81 HEIGHT IS OVER96° 1/4"MAX —►1 Ir Q NOTE 3,SHEET 1 OPENING INTERIOR I PRODUCT REVISED zz EDGE as complying with the Florida WIDTH �� i i Building code TYP.ANCHOR TYPE, �J Q P SEE NOTE 6,THIS SHEET L� NOA-No. T DISTANCE 17-0420.06 EMBEDMENT AND 28 R 27 se 25 I Expiration Date 04/14/2021 PER I I�.� D EDGE DISTANCER d o 93 z3 a TYP.ANCHOR TYPE, r SUBSTRATE,SEE 6 EMBEDMENT AND pim miam a Product controi TABLE A,SHEET 1& 31 oaP EDGE DISTANCENOTE 3,BELOW SEE TABLE AA.SHEET PER SUBSTRATE, EDGE ,L�(I 1&NOTE 3,BELOW DISTANCE 9 l0 98 4)THRU KEEPER @ MAX v d I EXTERIOR IIIJJJ 3.6°O.C.,SEE SHEETI9 Rl@M1t1R1ti I-- 1/4°MAX PANEL WIDTH I— ——— J CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL LIP& EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR o NOTES ANCHORS,SEE EXTERIOR DIRECTION. pNY.LYNN,� ,,�� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. a.•'' 11GENSF'•.!� 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCI(STILES, No.58705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGAIS�FIXED ANCHOR QUANTITIES,SEE TABLES 1&2. OCKSTSTILES ANo 26 O VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 �I 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS ( �; INSTALLATION,HORIZONTAL X-SECT. k J ROSOWSKI A FRAME ANCHOR LOCATIONS. ® 4 ,O� STATE OF �W` 6)PANEL SEE TABLIESH DOES OROT INCLUDE INTERLOCK OR REINFORCEMENT REQUIREMENTS.ALAL L FOR O COPYRIGHHT aclr+Tr PGTINDRVESRue6,INC. NO CHANGES THIS SHEET. 42 04/05/17 ��i,�ss'c��RIOP,•'G�?�� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS 20 ONLY 1070 TECHNOLOGY DR @ 8 THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)480.1600 SGD-5570 NTS 3 OF 21 E MD-5570.0 a� A A.LYNN MILLER,P.E. CERT.OF Al"429296 1P.E.668706 DETAIL E1 TYP,ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INrowooD Irmo MAsoNRr INTO METAL DADE 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 CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. 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 �t. EMBEDMENT EMBEDMENT EMBEDMENT 1/4"MAX. e p 1X OR 2X . p p 1/4"MAX. e O 1/4"MAX. 8 O 1/4"MAX. t e / BUCKSTRIP,SEE D J0 ANCHOR NOTE 3, a 7TYP�. CHOR TYPE,EMBEDMENT AND PTMYP. NCHOR TYPE,EMBEDMENT AND e3 SHEET1 STANCE PER SUBSTRATE,SEE DISTANCE PER SUBSTRATE,SEE 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A;SHEET 1&NOTE 3,THIS SHEET / / a' NOTES / FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCKST1 / ASTRALS.S ILES, D 2)REFER TO ANCHOR NOTES,SHEET 1. (` FIXED STIL 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, �J AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-B-9/16" HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16" 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 0 OPENING FRAME SEE PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT HEIGHT NOTEe, HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED SILL RISER EXACT DIMENSIONS. as complying with the Florida THIS SHEET VARIES WITH Building Code fl REQUIRED NOA-No. 17-0420.06 EXTERIOR POSITIVE Expiration Date 04/14/2021 DES2 PRESSURE,GN 3�� t� e v � 8t OR Bz Q �. SEE SHEETS .390—►-1 F+- � MlamH a Product Control EXTEM 7&B. .390—►1 F-'— a - 28 OR ze 390 2.947 �•r— 2.370 1/4"MAX. Tl42 SHOWN I 1.793 4.041 GROUT AS S 42 #43.45 ALSO APPLY .823 2.887 Ll 3.464 .Ll NEEDED,SEE �{' 1.917 LF ANCHOR NOTE 13 �7 z {7 T .� p60 .080 060 5,SHEET 1 e U 72 U e p 2-1/2"=TOTAL .060— -.—�o- 0 1/4'MAX. O SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER Ott ITi 42(2-1/2^TOTAL 0 4a 45 (3-1/2"TOTAL (4-1/18"TOTAL (4-5/8"TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) LtCENS�c'.C� E MBED- $ EMBEEDGE DMENT DISTANCE No.58705 ' ^• 1, VINYL SLIDING GLASS DOOR NOA(LM) 2 10/O6/1 TYP•'ANCHORTYPE,�TYP.ANCHORTYPE, INSTALLATION,VERTICALX-SECT. 1� JROSOWSK EMBEDMENTAND 2X WOODBUCKSTRIP OR EMBEDMENTAND O , srATE OEDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE Copm, R®sot?pOrIHOUSTRIEs,INC, NO CHANGES THIS SHEET. 04/06/17ETE/ PER SUBSTRATE, NOTE3,SHEETI PER SUBSTRATE, ALL RIGHTS RE9ERYED �iSS/�DETAIL F1 SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DR '�iiT NP DETAIL F2 N.VENICE,FL 34275 REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, (941)480-1600 L' A.LYNN MILLER,P.E. INTO MASONRY THIS SHEET INro wooO THIS SHEET SGD-5570 NTS 40F 21 'off MD-5570.0 k1 A P_E#58785 CERT.OF AUni.02MB v`} . 2 INTERIOR 35 INTERIOR 44 25 OR 26 71 19 (4)THRU KEEPER 2 25 OR 26 37 fl6 MAX 18.6"O.C. IN7ERIORO 69 90 MAX E. O.C., 33SEE 30 o TINTERIOR DETAIL H2 P 989 1(4)THRU KEEPER @ MAX � EXTERIORE5 OUTSIDE CORNER a 3.6"O.C.,SEE SHEET 19 �J W o❑ d o 40 d 6 R 33 90°Fl Q 09 I-1 u INTERIOR 0 Q❑ 26 OR 26 � ,ll y1 �0 94 MAX 10.6.O.C. 26 OR 26 EXT E RIOR EXT��E''IRIIOR 0 ❑ v 135° O V 4, o 1 90° � q DETAIL G93 8q DETAIL H1 MAX19.5'0.Q 114 ❑0 135' O,P O o� INSIDE CORNER INSIDE CORNER 49 C EXTERIOR INTERIOR 41 (4)THRU KEEPER 89 EXTERIOR @MAX3.6°O.C., CN 1 SEE SHEET 19 2 0 0 PRODUCT REVISED LLee�tll as complyylayy wlth the Plorlda O NOA-No. 77.0420.06 135° Q Qxplration Date 04/14/2021 INTERIOR BY o� Mlaml-D Product Control b 2 NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. O2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR z5 O 26 oo® QUANTITIES,SEE TABLES 1&2. 33 30 o a '3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \�. ONY,LYNN 35 DEPENDING ON CONFIGURATION. \�` �,cENSF MAX 19.6'O.C.96 �'•' •� 19 6s VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 .' No.68705 (4)THRU KEEPER @ MAX 3.5'O.C•,SEE SHEET 19 ga EXTERIOR , DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. l t J ROSOWSKI %':, OUTSIDE CORNER COPYRIGHT®2017 PGT INDUSTRIES,INC. NO CHANGES THIS SHEET. 04/05/17ALL RIGHTS RESE !<�s'''P<oRIDP•.•''��� 1070TECHNO oL RGYDR � NA�-T�NG\� N.VENICE,FL 34275 (941)-480-1800 SGD-5570 NTS 5OF21 z MD-5570.0 A ALYNN MILLER,P.E#58705PE CERT.OF AUTH.Ii29290 DETAIL 11 DETAIL I OPTIONAL NON- ' n INTO MASONRY INTO MASONRY STRUCTURAL 6 ti CONCRETECMU ANCHORS FOR Q z1 2z EDGE PER ANCHOR INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE, JAMB , 91 23 RO AND EDGE DISTANCE PER REQUIREMENT INTERIOR POCKETS MUST SEE FIG 1, SUBSTRATE,SEE TABLE A, 30 • FIGURE 1,INTEfa.00KS AT POCKETS: THIS SHEET o SHEET 1&NOTE 3,BELOW '•�'H ,:- INCLUDE A NON-STRUCTURAL, .�. ! FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE 10 r POSSIBILITY OF WATER '.' OPT. INFILTRATION. 2f d o _ .•2'; ; ANCHOR 31 q 1/4"MAX 1S EMBEDMENT POCKET BY OTHERS,SEE ? 17 OPT. "~";-i 17 OPT. NOTE 6 BELOW. ° d EMBE .'. ',' s MEW.^:'' EXTERIOR pl . FOR DOOR HEIGHTS OVER 96" OPT. 1/4"MAX. r ` ANCHOR 10' e7 21.9" MAX.O.C. SE FIG 1, TYP.ANCHOR TYPE,EMBEDMENT EXTERIORL CONCRETE/CMU THIS SHEET 31 a0AND EDGE DISTANCE PER EDGE PER ANCHORSUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET � a, 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 BUCSEE ANCHOR OR PRODUCT y ng with the Florlda DISTANCE FRAMING,SEE ANCHOR guilding codo EDGE NOTE 3,SHEET 1 NOA-No. 17-0420.06 DISTANCE OPT.ANCHOR DETAIL 13 OPT.ANCHOR Pxpirallon Date 0 411 4/2 0 2 1 INTO METAL EMBEDMENT By 17 OPT. 17 OPT. Nllam- o Product Control EMBEDMENT e DETAIL 14 7/4"MAX. 1/4, q o INTOWOOD q o MAX. EXTERIOR 10 SEE FIG 1, SEE FIG 1, d THIS SHEET 31 e d THIS SHEET 30 28 27 EXTERIOR 22 21 91 lG EXTERIOR POCKET ;`���oN��N....vr� F .l EXTERIOR POCKET �'.� •;F`� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 *( No.58705 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ X SECT• J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEEP 1. 'O'•, srA o 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. Ry. UIREMENTS. wrvwoxr®2o17 PorwousTwEs,INC. a� NO CHANGES THIS SHEET. ¢�� 04/05/14)SEE TABLES 7 6)INTERIOR ORIEXTERIOR POCKETS EAPPLICABLE MENT FOR ALL(INSTALLATION METHODS. 1070 TECHNOLOGY DR am ���7S��NAL 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-5570 NTS 6 OF 21 �x� MD-5570.0 4 A A.LYNN MILLER P.E. CERT.OF AUTH.02MG P.EH 50705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. #2 Astragal Reinforcement 9 68-15116"DLO Height 72-15116'DLO Height 84-15/16'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement 925 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.interlock Reinforcement#27 A e C D A 13 1 C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60ps1 +60/�Opsf +00/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3ANCHORS 19.1/8, Head/SIII 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 T C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Width Jamb 5 5 5 5 5 5 5 5 -5 5 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. ' Design Pressure +60/-60psf +60/-60psf +60/-60psf THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK, 25-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS, 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 L s Pfiook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 3 HeadiS111 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 0 36" U DLO LO Jamb 6 5 5 5 5 5 5 5 5 6 6 6 Width P-hook 7 7 1 7 7 7 7 7 7 8 8 I 8 8 zDesign Pressure +60/-60Pat` +60/-60psf +60/-60psf 37-1/8' Head/SHI C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 42" DLO TABLE B1: Jamb 5 5 5 5 5 5 5 5 5 5 5 6 Water•Llmited Width FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60ps1 +60/-60psf +60/-60psf Sill Nom.Slll Max.(+)DP 43-1/8" Headf5111 133+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 fE5 46" DLO Riser Height Allowed DOOR ASSEMBLIES Jamb 5 5 6 5 5 5 5 5 5 6 8 INSTALLED WHERE THEWidth Notre 1-11/18" See Nate 2 � PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 88 w OVERHANG(OH)LENGTH IS as complying with the Florida 42 2-1121 +38.7 psf 2 EQUAL TO OR GREATER THAN Bullding coda 43 3-1/2" +60.0 f 3: NOA-No. 17.0420.06 USED IN EXAMPLE ON SHEET 9 psf 0 THE OVERHANG HEIGHT IS 44 4-1/16' +60.0 psf EXEMPTED FROM WATER Fxpira0on pate 04/14/2021 45 4-5/8" +60.0 psf INFILTRATION RESISTANCE. By mlarnl:Dn Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9/16° `tlllrlrrrrl DLO HEIGHT=DOOR HEIGHT-11-1116" •aQNy LYA1jV ,/i�ii PANEL HEIGHT=DOOR HEIGHT-2-1/2" LtGENgF'• TABLE NOTES: ` VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =*r' No,6005' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 _ AND TABLE 131 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE !m J ROSOWSKI A:• f55 � 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL m SO 8T fe ; RISER IS NOT REQUIRED,IF 30,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRICNTO.17 PGTrNcuS7R[Es,INC. NO CHANGES THIS SHEET, kA 04/05/17 %��'';FLORIOP•.•':\i` 3)SEE SILL RISER TYPES ON SHEET 4, ALLRrGHTs RESERVED 4�SS. NC? 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� 7,lr 70NAt tE 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 ' SGDS570 NTS 7 OF 21 e iYNN MD-5570.0 � A A t p,1i,068705 PE CERT.OF AUMH.029299 TABLE 2: Design Pressure PP)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, Glass Types 2 or 80" 84" 96' 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15116"DLO Height 84-16/16"DLO Height 96-15f16"DLO Height 108-16116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Reinforcement#25 Anchor Group . Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Instil Interlock Reinforcement t#28 A B C D A B C D A B C D A B C D A B C D CONSIDERED,SEE TABLE B2,THIS SHEET. #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +100/-100 ps! +100/-100 ps! +100/-100 psf +60/-65 psf +60/-65psf 19-1/8" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLO Head/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 133+1 C3+1 C3+1 C3+1 C3+1 MIDSPAN OF PANEL). Width Jamb 5 5 5 5 5 5 1 5 1 5 5 5 5 5 6 6 1 6 1 6 6 1 6 6 1 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 1 7 1 7 8 8 8 8 9 9 1 9 9 10 1 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-i00psf +fool-100psf +1001-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25418" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 ST DLO Jamb 5 5 6 5 5 5 1 8 1 5 5 5 7 1 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 1 7 1 7 8 8 8 1 8 9 9 8 9 10 10 10• 10 Design Pressure +100/400ps! +100/-10opsf +1001-100psf +60/-65psf +601-65psf FIG 1: 31-1/8' Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 05+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 �LENGTH 36" DLO Jamb 5 5 6 5 5 5 6 5 - 5 5 7 5 6 6 6 6 6 6 5 6 L Width S P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOOR ASSEMBLIES . Design Pressure +iDD/400psf +1001-100psf +100/-100psf +60/-65psf +60/-65psf INSTALLED WHERE THE W37.1/8' Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C6+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42" DLO = EQUAL TO OR GREATER THAN Width Jamb 6 5 7 5 6 5 7 5 5 6 8 5 6 6 6 6 6 6 7 6 THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 B 8 8 8 8 9 9 9 10 10 10 10 E EXEMPTED FROM WATER z Design Pressure +100/-100psf +1001-100psf +92/-92psf' +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8' Head/Sill C5+2 C5+2 C5+2 C3+2 05+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 05+2 C5+2 C3+1 05+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 7 5 5 5 B 5 5 6 9 5 8 6" 7 6 6 6 B 6 Width TABLE B2: PRODUCT REVISED P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 as eomplytng with the Ftartda Design Pressure +801-00psf +80/-Sops! +80/-80psf +60/65ps! +54.1/-58.7psf Water-Limited Building Ca e 49-118" (+)Design Pressure NOA-No. 17-0420.06 Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54' DLO Date 04/14/20 Width 21 Jamb 5 6 8 5 5 5 7 5 5 5 8 5 B 6 B 6 8 6 8 8 SIII Nom.SIII Max.(+)DP Expirattcn P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Riser Height Allowed ey Design Pressure +80/-80 psf +60/-60 psf +80/-80ps/ +59.1/-64 psf +49.6/-53.7 psf None 1-111W See Note 2 Mia Froauc Centro 65-1/0° Head/SIII C5+3 C3+2 I C5+3 I C3+2 (35+3 C3+2 C5+3 C3+2 C6+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-1/2' +38.7 psf 80' DLO Jamb 6 5 6 5 b 5 7 5 5 5 8 5 8 8 B 6 8 8 8 6 43 3 ill° +80,0 psf Width P-hook 7 7 7 7 7 7 7 7 8 1 8 1 8 1 8 9 1 9 1 9 8 10 1 10 10 1 10 44 4-1116" +60.0 psf •+1-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5181 +100.0 psf DLO WIDTH= OM.PANELDLO HEIGHT=DOOR HEIGHT-1 WIDTH 1/16/16" \0� NY LYN/y rrr�i/ PANEL HEIGHT=DOOR HEIGHT-2-1/2" �o'vtGENSF TABLE NOTES: '* No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 -0' AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. 8 DP&ANCHOR QUANTITY TABLE J ROSOWSKI Eg 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL coav vorinouslwEs,ixc. ae NO CHANGES THIS SHEET. �8 04/05/17 �i�Ccs'•�<ORIOP.•'G\�� RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. i:ioar®sots 3)SEE SILL RISER TYPES ON SHEET 4. ALtrUottrsnESEmreo AL 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� r i i i i i i vv 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS I I-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5570 NTS 8 OF 21 MD-5570.0 # A A. tYP N MILLER E.45g 05 P.S. CERT.OF AUT1.P29288 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD 6SPLICE" INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FORADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETS OF INTERLOCK OFINTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX OF PANEL I OF PANEL 2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEET 6 ANCHO "+2" •+2•ANCHORAGE• 26-318'MAX. 6° 6"MAX. SHEERAGE, SHEET 12 "+2'ANCHOR GE2, MAX. 'C3"CLUSTER, °C3"CLUSTER EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMS (MIN. ANCHOR) `V !!7;q EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX P-TRACK) TO AID IN BE ADDED INFIELD AS NEEDED TO Q ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OFINTERLOCK ANCHOR INFORMATION. 6° CENTERLINE CENTERLINE CENTERLINE MAX OF PANEL OFPANEL2 OFPANEL3 POCKETBY EXTERIOR INTERIOR OTHERS;SEE o 0 NOTE 6, o 0 0 0 0 0 0 SHEETS •+2"ANCHORAGE, 25-/8"MAX. 6' ANCHORAGE, SHEET II ".2-ANCHORAGE, MAX. SHEET 11 SHEET 11 "C3"CLUSTER, 'C3"CLUSTER, EXTERIOR SHEETII SHEET II ENO ANCHORAGE 12'MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN:i ANCHOR) MAX REQUIRED® INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIORPOCKETS SHEETS PXXX P-TRACK) PRODUCT REVISED 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 as eompiyIng with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF BeDdiag trig +48.2/-58.6 AT NOM.PANEL SIZE OF 48"X84.FROM TABLE 1,SHEET 7,THE NOA-No. 17-0420.06 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/14/2021 PRESSURE REQUIREMENTS. TO BE 26-3/6"0.0,OR LESS Dy FOR WOOD INSTALLATION USING ANY I HeadI8111 1 C3+2 MY 7 �11.-_ ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINEOFEND PANEL 6'MAX. 6"MAX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB TSILL(CLUSTER ANCHORS):HE INTERLOCK/ASTRAGAL, 11 FOR THE"C3"CLUSTER ANCHORS A7 pER/THE FIGURE OTHERWISE ABOVE ANCHORS ARE NOT REQUIRED AS `��.� LYNAJ ANCHORAGE ANC HORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE a��,''�ICENSF'•�(��i DETAILS DETAILS MIDSPAN OF EACH PANEL. F VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _*Q;s No.56705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. _ 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 b J ROSOWSKI ;7 (41i -SECTION DRAWINGS. ' OLOCATIONS OF CROSS B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT®2017 PGTINDUSTRIES,INC. ¢ NO CHANGES THIS SHEET. 04/05/17 �� '•.FLORIDP.•'G\�: C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: uLRlarrrsReseav6o D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 ion TECHNOLOGY DR S/ONAL � T/Ill N.VENICE,FL 34275 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 `A A.LYNN MILLER P.E. F)SHEET 21 FORA BILL OF MATERIALS. P-HOOK:SHEET 6 CERT O OF SGD-5570 NTS 9 OF 21 q A MD-5570.0 j f A p,Eµ587p5 1-1/16"NOM. 3116"HS GLASS 311W HS GLASS 3l16°/HS GLASS 3l16""/HS GLASS 3/16"ANN GLASS 75 7a .090"PVB .090"PVB .090'SG 7/16"AIR SPACE 77 78 3/1 G'ANN GLASS PAIN EDI 3/16"HS GLASS PAINTED/ 3116"HS GLASS $!16"T GLASS LAMINATED LAMINATED PAINTED/ PAINTED/ 80 o at SURFACE 60 OR 81 f///�—SURFACE sD oR et LAMINATED 82 o ea LAMINATED a O —— a O — —— a O _ __ f SURFACE �5URFACE EXTERIOR EXTERIOR I EXTERIOR I .( a EXTERIOR PRODUCT IS°EXTERIOR- I I PRODUCT IS"EXTERIOR- I 1 PRODUCT IS"EXTERIOR- I \I PRODUCT[$'EXTERIOR- I \I GLAZED'IF#8D-81 IS 7/8"NOM. GLAZED"IF#80-81 IS 718'NOM. GLAZED"IF#80-81 IS 718"NOM. GLAZED'IF#82-83 IS 7/8"NOM. TOWARDS THE EXTERIOR I O I pLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR,I O I GLASS TOWARDS THE EXTERIOR I D I GLASS BITE I I SITE I I BITE I I BITE C]INTERIOR I a INTERIOR I �]INTERIOR I a INTERIOR PRODUCT GLAZED°IF#8"1 IS I IPRODUCT 79 GLAZED'IF#80.81 IS I IPRODUCT IS 78 GLAZED'IF 480-61 IS 79 'i I 79 GLAZED'IF#82.83 IPRODUCT IS SIOR- i I 79 TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR,I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. 88 SEENOTE2, e9 SEE NOTE 2, aS SEENCTE2, B6 SEE NOTE 2, THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL •'T"=TEMPERED STRUCTURAL 1-1/16"NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOL0 PVB INTERLAYER SILICONE 3116'HS GLASS 3/16"HS GLASS BY KU RARAY AMERICA,INC. STRUCTURAL 3/16'NOM. .090"PVB .090"SG "SG"=.090"SENTRYGLAS®INTERLAYER POLYISOBUTYLENE 11A"NOM. FOAM WITH DESICCANT WITH 3l16"HS GLASS 75 78 3116"HS GLASS 75 76 DESICCANT BY KURARAYAMERICA,INC. I 7/16"AIRSPACE 77 78 7/16"AIRSPACE 77 78 PRODUCT REVISED EXT.GLASS EXT.GLASS 3/16"T GLASS 3/16'T GLASS as complyingg with the Florida PAINTED/ PAINTED! BulldlnH Coos a2 O 83 LAMINATED ez D ai LAMINATED NCA-No. 17-0420.06 SURFACE SURFACE Expiration Data04/14/2021 TNT.GLASS INT.GLASS a EXTERIOR i a EXTERIOR PRODUCT IS'EXTERIOR- I I PRODUCT IS`EXTERIOR I \ MIam1- a ro^uct Control 76 KODISPACE 7a SUPER GLAZED"[F#828315 7!8°NOM. GLAzeD°IF#82.8315 7/ TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTE RIOR 8"NOM. I O GLASS 4SG TPS 0 SPACERDNXTT'•1 I I BITE I I BITE a INTERIOR . I a INTERIOR ALUMINUM PRODUCT Is-INTERIOR- I I PRODUCT IS'INTERIOR- REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED'IF#82.83 IS I 70 GLAZED'IF#82-831S I I 79 BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 5116°NOM. SEAL 5l16"NOM. I ae I as BUTYL& SILICONE SEAL SEE NOTE 2, SEENOTE2, ROLL-FORMED THIS SHEET THIS SHEET All I 1 I I/ DESICCANT AM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 �`�LNY LYNy7j4, EXT NOTES:.GLASS sF 4E,EXT,GLASS 1)BACKBEDDING SURFACES SHALL � Q�•' •,p = NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 _ ! No.5Y8706 INT.GLASS INT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS N� J ROSOWSKI INTERIOR OR EXTERIOR GLAZED, ® ^7� DURASEALO XL EDGE'"' PROVIDED THAT THE"HS"SURFACE COPYRICHr®2ot7PGruaousrwBs,iNc. NO CHANGES THIS SHEET. 04/06/17 %�.o'•. FTEOF lV� O 7a OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED %��` <oR1oP,.•'�� SPACER SPACER 1070 TECHNOLOGY DR �7SS'ONAL'NG�` ADHERED TO THE GLAZING LEG. � ¢�� N.VENICE,FL 34275 �/1 a 111 (941)-4 RH 9290 SGD-5570 a NTS 10 OF 21 i MD-5570.0 4 x A A.LYRE 870R5 P.E. CERT. 'Al 7H.N28298 'A SILL CLUSTER ANCHORS LAYOUT: SILL"+°INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR - - - PANEL - PANEL_ INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE 4' CENTERLINE 4" CENTERLINE 4" 4" ° ° ° IL ° EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"CT 2-TRACK CLUSTER"C5' 2-TRACK INTERMEDIATE - 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATI ONS '+V ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR INTERLOCK INTERLOCK PANEL PANEL— PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" 0 EXTERIOR -;' 3.22" EXTERIOR 3.22" EXTERIOR EXTERRI02 3.22" EXTERIOR lul 3-TRACK CLUSTER'C3' lul 3-TRACK CLUSTER"CS' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 10, 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+P ANCHOR LOCATION '+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK— INTERLOCK- 4^ CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4° 0 0 EXT�ERLIOR 3.22" EXT�IE-IRyIOR 3.22° EXTTEERIIOR EXT�EERIIOR EXT�TE IRyIOR 3.22" 4-TRACK CLUSTER `� 4-TRACK CLUSTER v 4-TRACK INTERMEDIATE 4TRACK INTERMEDIATE " 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+i'ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS S}iOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEOWTEANCHOR LOCATIONS 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376" t2.375" 2)TRACK-TO-TRACK FOR ALL SILLS; DISTANCE IS 2.375" 2.3,5" FOR ALL SILLS: PRODUCT with the Florida �� N`(ILYNNT/''�., HJamSlll +1 d `�� 0 , Building Code Pfimoobk 5 CIA-N.. 17-0420.06 ��''tTGENS,,. FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: Expiration Onto 04/14/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By RG-7. M1am-O a Product Contra _-b ANCHOR LOCATIONS A � J ROSOWSKI �p`•. S ATE OF COPYRIGH�TL RIGHTS RESER®��'INC. a NO CHANGES THIS SHEET: 'g 04/05/17 \'`�V,S%ONA;I�t0 HeadISlll C31 1070 TECHNOLOGY DR � Jamb 5 N.VENICE,FL 34275 P-hook 7 (041)-480.1600 SGD-6570111 NTS 11FIl OF21 MD-5570.0 gi A A LYNNMIILLEN ES PE CERT.OF AUTH.#2MO HEAD CLUSTER ANCHORS LAYOUT: HEAD"f INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR - PANEL PANEL_ ASTRAGAL OR INTERLOCK ¢" PANEL CENTERLINE 4" CENTERLINE 4- INTERLOCK 4" CENTERLIN£ CENTERLINE � CENTERLINE , F_ EXTE FRIf•0,R 3.22" EXTERIOR 3.22° EXTERIOR EXTERIOR �fOR 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"C5' 2-TRACH INTERMEDVtTE ID 2-TRACK INTERMEDIATE 2•TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1'ANCHOR LOCATION ',2'ANCHOR LOCATIONS °+3°ANCHOR LOCATKNS ASTRAGAL OR ASTRAGAL OR PANEL PNEI, PANEL INTERLOCK INTERLOCK — CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE 4.75" ¢° EXTERIOR —+•+ 3.22 EXTERIOR --►-+ 3.22" EXTERIOR EXTERIOR EXTERIOR -INTERMEDIATE 3.22" 3-TRACK CLUSTER'CW 3•TRACK CLUSTER°CS' 3-TRACK INTERMEDIATELOCATION 3-TRACKHOR LOCATIONS 3'ANCHOR LOCATIONS '+1'ANCHOR LOCATION V '+2°ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL_ PANEL 4„ INTERLOCK INTERLOCK—e- 4- CENTERLINE CENTERLINE CENTERLINE CENTERLNE ¢" CENTERLINE EXTERIOR 3:2" EXTERIOR 3.22" EXTERIOR TE EXTERIOR EXTC(E'�RyIOR —•3.22" v 4-TRACK CLUSTER � 4-TRACK CLUSTER °4+1•ANCHOR LOCATION 10, �T ANCHOR LOCATIONS PACK +Z" aA NCHOR LOCATIONS 'C3'ANCHOR LOCATIONS -CS-ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEMATE ANCHOR LOG VONS: NOTES: 2)TRACK TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.37I 2.37U. FOR ALL'HEADS: 2)TRACK-TO-TRACK DISTANCE 1S 2.375" 2.375" FOR ALL HEADS: HeadI3i1I +1 PRODUCTREVISED oNY LYNIV as co Ito with the Florida •.` Jemb 6 NOA INo. 0 0 17-0420.06 •' 01GENgE (�� FIG{tE9 PERTAIN TO THE FOLL GHEAD � CLUSTER ANCHOR LOCATIONS: Expiration 7 Expiration Date 04/1412024 NO.58705 •� VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 ey : 0 Mia -Da roduct Control ANCHOR LOCATIONS B lz J ROSOWSKI '�Oc'• sT To , C°Prw GNrDEs,INC. a NO CHANGES THIS SHEET. 8 04105117 Head/sIl C31 1070 TECHNOLOGY DR � Jamb 5 N.VENICE,FL 34275 P-hook 7 9 A(941)•480-1600 SGD•55701 NTS 112OF21 MD-5570.0 A,LYNN PEN 58705 PE CERT.OF AUTH.q ma P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHORLOCATIOft —►� r 2.375" 4,75" 7.125" 8" MAX. 21,8" 21.6" 21.6" HEad/Sill C3+1 MAX. MAX. MAX. Jamb 5 EXTERIOR EXTERIOR EXTERIOR P-hook 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 6" 6" 8" BE LOCATED IN ANY ADJACENT TRACK MAX. MAAX.� MAX (SIMILAR TO THE 2-TRACK JAMB)AS I 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME REQUIRED MEET MIN.EDGE DISTANCE CONSTRAINTS.IN CASE OF AN ODD NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS ' BE TOWARD THE INTERIOR OR EXTERIOR. I 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 @ V X.500" SILL SILL EXTERIOR SILL !3 EXTERIOR f3 EXTERIOR B° ( (3)TRACK WEEP HOLES EVERY 24"@ 1.126"X.190";�\ (6)TRACK WEEP HOLES r (10)TRACK WEEP HOLES OPT.ANCHOR (1)W EEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; EVERY 24"@ 1.125"X.190"; TO AID IN 24°@ 1.376"X.600" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.376"X.600" 24"@ 1.375"X,500" NOTES: 1)SEE TABLES 1 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. as compiying with the Florida �� Y LYN v 6uildinD e �� ��N......•• / FIGURES PERTAIN TO THE FOLLOWING POCKETJAMB NOA-No. 17-0420.06 `�_�; �IGENSF••,�( 0o ANCHOR LOCATIONS• Expiration Date 04/14/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 sy - G r Minm-Do Product Control _p '. o �o ANCHOR LOCATIONS C j� J ROSOWSKI �0 .. ST TE Heedlsm C3+1 GGPvr'IGa"iLRCHieRGETSF"Gaveo WING. NO CHANGES THIS SHEET. ��04/05/17 ",STS'ONA +�NG•\` lamb 5 1070 TECHNOLOGY DRgw P•hook 7 N.VENICE,FL 34275 (941)-480-1600 A.LYNN MILLER,P.E. CERT.OF AUTH.10=298 i SGD-5570 NTS 13 OF 21 tip MD-5570.0 j A P,Ek58705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTER ANCHORS LAYOUT: FOL�OWN�80 PERTAIN LOCATIONS: 90° a 4^ 1 mi >4„ 4" 63.22- 4 4^ 4" 4„ Head/Sill C31 3.22" EXTERIOR EXTERIOR Jamb 6 2-TRACK SO CORNER 2-TRACK BO°CORNER P-hook 7 'CA-ANCHOR LOCATIONS 'C9'ANCHOR LOCATIONS 2-TRACK BO'CORNER EXTERIOR 2-TRACK BO'CORNER EXTERIOR (USE WHERE'Cr IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'COANCHOR LOCATIONS f- "C6"ANCHOR LOCATIONS I� (USE WHERE°C3"IS SPECIFIED) v (USE WHERE'CS'IS SPECIFIED) IJ "Tim "Tim 0 PRODUCT REVISED 4" 4" as comp1 ins with the Florida 4" 4" o NOA-No. ode 17-0420.06 NOA-No, Expiration Data 0 411 4/2 0 21 4°J4„ 4„ 4„ ey :E mlaml-D Product Control EXTERIOR 3.27 EXTERIOR 3.22" 3.22° 3•TRACK 90'CORNER 3-TRACK 90"GORIER 3-TRACK BO'CORNER - EXTERIOR 3-TRACK 90'CORNER EXTERIORI-I 'C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS TWANCHOR LOCATIONS 1 y (USE WHERE"C3°IS SPECIFIED) •(USE WHERE'C6°IS SPECIFIED) (USE WHERE°C3'IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) v LYNAt �•,�.4„ 4" 4"6. �� : N0.58705 *� c ST TE F •(V 3.22° j.C4-TRACK 3.22" sVONAL E�G`�• 4TRACK90"CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR EXTERIOR EXTERIOR //��111111fII 'C4'ANCHOR LOCATIONS °C6'ANCHOR LOCATIONS 4TRACKBO'CORNER R CORNER (USE WHERE TX IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'CW ANCHOR LOCATIONS W ANCHOR LOCATIONS A.LYNN MILLER P.E. (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5°13 SPECIFIED) P.E,M 68706 NOTES: FIGURES rEHiEa�Dui He oaiacnnoNs�CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE �ANCHOR LOCATIONS D �m'` J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. RnVHeadlSlll C3 1 Jamb 5 3)TRACK-TO-TRACK co— POTINOu3TREs"NC. NO CHANGES THIS SHEET. �� 04/05l17. P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" ALLRICHTSRESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR a o N.VENICE,)-48 -1 00 g (941)-480-1600 SGD-5570 NTS 14OF21 g$ MD-5570.0 � A LERT.OF Al7TH.029298 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135'CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING I3S'CORNER SILL ANCHOR LOCATIONS: 135 4". ° q�, 4° 4 0 4, E[ f}�L�`• ° HeadlS(II C3 7 XTEMOR 3 22" EXTERIOR EXTERIOR• EXTERIOR Jamb 5 any q^ n� q�� P-hook 7 2-TRACK 135'CORNER 2-TRACK 136-CORNER 2-TRACK 135'CORNER v 2-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'CO'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE°C3'IS SPECIFIED) (USE WHERE'C6"IS SPECIFIED) (USE WHERE°C3°IS SPECIFIED) (USE WHERE'C6"IS SPECIFIED) 4" 4° aI 4" I lI 4 PRODUCT REVISED • 4" as comp)yIn with the Florida Buiiding Code NOA-No, 17-0420.06 4" Expiration Data 04/14/2021 0 EXTERIOR EXTERIOR EXTERIOR EXTERIOR rI Iy (� By v 3.22" V 3 22n Mlaml-Dad oduet Contro 3-TRACK 135'CORNER 3-TRACK 135'CORNER*C4"ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS ' 3-TRACK 135 'CORNER 3-TRACK 135'CORNER (USE WHERE'C3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) ` 1.ICEIJSF''.{� 4„ ° No.58705 ' g� EXTERIOR - EXTERIOR .(N TE 0 EXTERIOR EXTERIOR n 3.22" �I., %,�S•'•:c<ORIOA,,.•'�_�+ 4-TRACK 135'CORNER 4-TRACK 135'CORNER 4-TRACK 135'CORNER v 4-TRACK 135•CORNER v '� ONA L •C4'ANCHOR LOCATIONS 'CVANCHOR LOCATIONS •C4°ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '111 1111 1 t 111, (USE WHERE'C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) A.LYNN MILLER,P.E NOTES: P.E-05870U FIGURES PERTAIN TO THE FOLLOWING 135-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. WAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 14? J ROSOWSKI Head/8111 1 Jamb 5 3)TRACK-TO-TRACK COPYRIGHT 0m INDUSTRIES,INC. a' NO CHANGES THIS SHEET. km 04/05/17 P-hook 7 DISTANCE IS2.375° 2.375" t2-375. ALLRIGHTSRESERVED FOR ALL HEADS AND SILLS: E 1070 TECHNOLOGY DR' y p N.VENICE,FL 34275 (941)-480.1600 IIISGD-5570111 NTS 15 OF 21 i D M -5570.0 J A CERT.OF AUTH.R29726 m If _ l HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT(a)-INTERLOCK OR ASTRAGAL: Fs��PERTAIN T„T a�o„gG SPLICE SPLICE LOCATIION SPLICE LOCATION 4" LOCATION 4" 4, LOCATION 4" EXTERIOR ;53 g22- EXTERIOR 3,22" EXTERIOR EXTERIOR Head(SIII 1 1 ID 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE �L, 2-TRACK SPLICE Jamb 5 'C4'ANCHOR LOCATIONS 'CS'ANCMOR LOCATIONS 'C4'ANCHOR LOCATIONS ��// °CS'ANCHOR LOCATIONS P-hook 7 (USE WHERE-C3°IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE•C3"IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICE _ SPLICE SPLICE SPLICE LOCATK)N LOCATION 4" LOCATION -4" LOCATION 4" 4.75" 0 PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOR — 3.22 EXTERIOR Q" as com 1ying wlth-the Florida 3-TRACK SPLICE 3-TRACK SPLICE NOA-No Code 3-TRACK SPLICE .� 3-TRACK SPLICE •C4"ANCHORLOCATIONS 'Ce•ANCHOR LOCATIONS NOA-No. 17-0420.06 ID 'C4°ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS USE WHERE'C3°IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED (USE WHERE"CT IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) ) Expiration Pate 0 4/1 412 0 2 1 BY Mlami-Da Product Control SPLICE 4.75" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" 0 0 0 0 0 EXTERIOR EXTERIOR 3.22" EXTERIOR ```I IIIIILI,rr /, EXTERIOR 4„ 3.22" I-1 3.22" �.� Y LY 4-TRACKSPLICE 4-TRACK SPLICE 4-TRACKSPLICE r y 47RACKSPLICE `��•��O�IGENhh °C4"ANCHORLOCATIONS v 'Ce'ANCHOR LOCATIONS ` S 'C4"ANCHOR LOCATIONS "CWANCHOR LOCATIONS (USE WHERE-C3•IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) �:' F ••`(n (USE WHERE'C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) ••, �;' No.58705 ,(�••,, S TC OF AZ NOTES: '�,��ss• ORIDP,.•-G�� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �i�/ONAL ��/Tll n llllll FIGURES PERTAWTO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E- HEM ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.Exs8705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.376" t2.375- 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS Ft J ROSOWSKI COPVRIGrIT®zolT PorlNnusrwEs,auc. NO CHANGES THIS SHEET. 04/05/17 ALL RIGHi9 RESERVED 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED e Head/SUI C3 1 Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR N.VENICE,FL 34275 S P-hook 1 7 1 (941)-480-1600 SGD-5570 NTS 111 16 OF 21 91 MD-5570.0 � A CERT.OFAUTH. : PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE90• INSIDEW OUTSIDE135• INSIDE 135- C DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSnLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOXW RECEIVER RECEIVER RECEIVER RECEIVER INTERIOROR OUT IN r�1 EXTERIORGIAZED DOUBLE M LOCKSTILE �� INTERLOCK SINGLE F F }rF K L L TC TA TV / Y Y "—' •—� ASTRAGAL C -nAJ LOCKS71LE OUT ISaxoun mox" SINGLESINGLE DOUBLE S LJ F /e C C SC S/1 sv w SD INTERLOCK T--rti`nn�`N`� INTERLOCK INTERLOCK �f /� f'� 6J Lu IN Pax Our) IeaYmg a STILE RR R IS IS FC FD FV FW A INTEERLOCK ^^ d LOCKSTILE STILE (eoxaup f-ax" WLOCKSTILE W/HANDLE D M J J ASTRAGAL C1 LOCI(STLE t PoxoUD (Saxmp DOUBLE NGLE ASTRAGAL Ll� T d e DS INTERLOCK INTERLOCKI �... BOXOUT �f LL (aarout7 M= Lt1 ASTRAGAL AI T U J BOX IN N\I Dax ASTRAGAL P w ASTRAGAL CT CS CF RECEIVER ASTRAGAL A T AS DF RECEIVER { � VT V�7 VF PRODUCT REVISED ASTRAGALRECRECEIVER ��t as complying with the Florida Bullding Code NOA-No. 17-0420.06 IN,135' Expiration Date 04/14/2021ASTRAG /T /S VF RECEIVER By Nlla -D 0 roduet Control LEFT RIGHT PANEL PANEL STILE S""�o STILE PANEL TYPE "F"SHOWN. PANEL NOTES: SON........,.. 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES$pESIGN PRESSURE. ��,• 4\GENSF 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 4 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 * No.58705 NOT AVAILABLE. 8 PANELTYPES b J ROSOWSKI - 0': A 3 MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. O STATE® 1��OF ��� ' COPYRIGHr62017 PGTINDUSTRrES,INC. NO CHANGES THIS SHEET. 04/05/17 %,'��.'•• �'tolxloT;..•• ��: 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALL RIGHTS RESERVED �, S '' •-..... G�� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 N. TECH ,FLOGY DR ° ,,7�s(0NAi i 1 (941)-480-1600 SGD-5570 a NITS 17 OF 21 l$ MD-5570.0 rc A A LYNN MILLER,PE. CERT,OF AUTH.0292M �+ v, P.E.d 68705 O5.875 0 10.635 R 500 .540 .125 -Fi (�.550 291 061 - -,762 III I'll,❑ ❑ 1.81cl� 2 a Op •100 oI II 1.681 r .062 930 ---rvvvr 1.928 �- 100 �Q�]�®�® Lm�l� FRAME SCREW 301 INT RLOCK CAP, 1Q 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 252 231 .060 -'1 2.060 .100--►'I rpff�voo 8250 -j 8.250 � II Jt1L 1.435 1.613 080 ��lI � .062100 1dI 949 F7j I U 1.983❑ 1 813 p o U 1.681 F�� •062 T T 060�� dQ�a]G�5 ®�� 11 BOTTOM RAIL 12 CUTE COVER SILL 13 COVER SIL TRACK' 17 P-HOOK ADAPTOR 18 P•HOOK O3 3 TRACK HEADIJAM13 ®3 TRACK SILL .094 125 b40 291 .081 r.229 2.975 2.141 10.825 5.875 ►1 540 3.D00 u�r-u 1 076 f�I .1 500 "'---iii 1+2.607-r11 1.406 ❑ ❑ 320 ❑ ❑ 1.813 ED Il 8i �TE 062 f--;-4--.062 .100 � da� Q� 19 KEEPINDERED (g KEEPER BAR GOVERMENT Q BEINFORCEMENT 0 FIXED PANEL CLIP ®pEgFOR E RCEMENT O5 4 TRACK HEAD/JAMB @ 2 TRACK SILL 2.51 U 2.838---►, 1,570 F+- 1.625 1.595 r+- - 1.595 .309 2.696 .080 73 3.g83 .125 J.070 3:j075 4.83AL[� � .1002 0� 098 1]2833 2.368 400 4.279 1 300 2 2 768 2.768 2.025 312 Z.Z10 .090 2'11634 INTERIOR JAMB COVER TH 2.710- �1.876 {�- PRODUCT REVISED 110 I.- .120 I--.182 .120 I+ .182 P 291 .100 as ComPlying with the Florida TOP BOTTOM 8 TOP BOTTOM INTERLOCK.300 8 INTERLOCK.400 ASTRAGAL 30 EXTENDEDPOCKET 31 INTERLOCK 3 gSTRAGALADD•ON 33 PANEL STILE TOP Noa-No.codo 17-0420.06 ©AND STILE AND STILE ©REINFORCEMENT, ®REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER © AND BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date 04/14/2021 REINFORCEMENT 3.328 3.345 By -3.452 I"'�- NOTES: Mlnml-D a Product Control 1,472 919 1)SEE SHEET 4 FOR .125 3.209 .060 3.713 .090 125 � SILL RISERS. 2,175 .046 1.500 3.247 3,345 ,060 070 d 065 I�} 2)SEE SHEET 20 .300 1,170 r+-229 l- �I I*.919 FOR SCREEN PARTS. 135°CORNER 135°CORNER 135"CORNER 135°CORNER 41 90°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ©ASTRAGAL ©PASSIVE MOUNT ASTRAGAL ASTRAGAL ASTRAGAL 40 ASTRAGALCAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR LYNA/ 912 912 .210 .252 .173 Q•' 065 VINYL SLIDING GLASS DOOR NOA(LM) 10/OSl15 No.558705 1.261 •062 1.281 1,281 1.261 1.261 EXTRUSIONS m J ROSOWSKI O �� 7116" B1 7116" ®1-1116"' 83 1-1/16"I ®1-3118 COPYRIONTO2017 POT INDUSTRIE3,INC. NO CHANGES THIS SHEET. 04/05/17 F''• FtoRloP,.•'��_� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED •••••• 1070TECHNOLOGY DR 49 ���"SS�ONAL E YE\ N.VENICE,FL 34275 e (941)-.480-1600 SGD-55701 NTS 18OF21 g MD-5570.0 9 A A.LYNNMILLER,PE. CERT,OF AUfH.029298 N H P.EJ168705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD ATTACHMENT CLIP INTO INTO FRAME JAMB JAMB TO HEAD - - (4)CLIP ANCHOR &SUBSTRATE, ASSEMBLY TYPE A- USED PANEL o USING 4 INSTALL ONE BLOCK AT 64 HEADER IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK Q TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X ° TABLE 1 ONE BLOCK THAT 93 1.61,SMS / SPANS BOTH PANELS. 90(3)#8 X SMS �4 d o FIXED PANEL CLIP FIXED \ za PANEL INSTALL ONE CLIP AT THE as MIDSPAN OF EACH FIXED X "SMS 114 2-1/4 CLIP PANEL-TO-FRAME JAMB LOCATION. #8 X 1" SMS90 0 21 BAR COVER \\ '(4)#10 96 X2"SMS 22 REINF.BAR #8 X st 1-1/4"SMS \ 1 KEEPER 19 (4)THRLI KEEPER @ MAX rT e� JAMB TO \J \\ W O.C.,SEE SHEET 19 KEEPER SILL ASSEMBLY � TO JAMB d \\ ( �� ATTACHMENT LOCKING JAMB PRODUCT REVISED REINFORCEMENT PLATE Da as complying with the Florida NDA-No. 17-0420.06 ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK Building Co 0 KEEPER l9 @ 34-1/2"MAX O.C. OXXX SHOWN Expiration Date 04/14/2021 P 6 y Mlam-Da roduct Control (4)#10 2"SMS 80 INTERLOCK INTERIOR CLIP COVER \ INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO2,3 AND 4 TRACK CONFIGURATIONS, °� #10 X 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. ``����QNI'LYjv4, ' BOTTOM RAIL 41 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. 2-112"SMS ;'�tcerosF'•.11 SUPPORT 11 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS yl: No.58705 THROUGH SUPPORT, 92 ,4 VINYL SLIDING GLASS DOOR NCA(LM) JAI 10/06/15 INTO PANEL PANEL '� ACCESSORIES INSTALLATION m J ROSOWSKI 93#10X ASSEMBLY ® d INTERLOCK SILL RETAINER 1-11z"sMs '��`'• Fr E ��• ALL PANEL CORNERS• COPYRIGHT02017 ParkN USTMES,iNC. a CORRECTED#96 04/06/17 '•..<OR1DP,.•' CLIP ATTACHMENT ALL RIGHT9RESERVED , s" NG`�, INSTALL ONE ASSEMBLY AT EACH INTERLOCK WELDED, ASSEMBLY 1070TECHNOLOGY DRoNAL IEiL�� N.VENICE,FL 34275 (941)-480-1600 SGO-5570 NTS I I 19 OF 21 1991 MD-5570.0 z A A.LYPNN MILLER. P.E. CERT.OF AUTH.p2929a ( BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑0 &� 6 ❑0 126 �n 106 102 103 0� 121 133 123 IIILf5�,1 132 129 719 111 108 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 102 32 131 33 ill Pi O 121 108 p \J & 5 ❑ 122 R(� I� 1 °R 3OOp 6O-� 0 11e 11e HORIZONTAL SECTION EXAMPLE 100 112 120 104 102 HORIZONTAL SECTION 117 1081 I+— �1 r-1.081 EXAMPLE 1.202 1.778 1.778 5 875 —►p' 050 —_-_q—i .045 .91 875 f�— 1.020K 720 FRAMESCREEN 1z1 SIDEERAIL, 1z2 ASEN TRAGAL EEN 0 1.9193 1.993 1. RAIL LATCH ADAPTER L 062 E+—f.062 PRODUCT REVISED OBOXSCREEN OBOX SCREEN OBOX SCREEN ea com Iyylng with the Florida too 101 t0z Building Code TOP RAIL• BOTTOM RAIL SIDE RAIL 1.436 . L I+—,725 � NOA-No, 17-0420.06 z7 .765 782 Expiration Pate04/14/2021 OR BY 113 114 1.020 r— 1.593 126 .040 062 Mlaml- a oduct control 1.373 I r— 120 101 1z3 SCREEN VINYL 126 FRAME SILL e a OASTRAGAL OSCREEN 2 oR�a oRO 1 872 .063 I�•� ° 055 1.831 z 4 6 ADAPTER ADD-ON ° 1za 107 0 .062 I^—.372 D 0 1°3SCREEN SCREEN 105OXOSCREEN BOX BOX BOX 104 INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL EXAMPLE ION NOTES: ``������NY L.... 1.306 1)ALL DIMENSIONS IN INCHES. a U°E usF'•.!� 1 343 .055 —`1 1;487—"11.487 VINYL SLIDING GLASS DOOR NOA(LM) @@ 10/05/15 ' ' NO'S8705050 1.51�� r06, 0 � SCREEN DETAILS j� J ROSOWSKI BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® :fin•, 6TA E OF �l/� 106ASTRAGAL 107SILLADD-ON tOBANDJAMBADD-ON COPYRGAHTT02a7LL GTINDSsRMERVEoiES,INC. a� NO CHANGES THIS SHEET. 0 04/05/17 '����'•FCORIDP„•''���` ADAPTER 1070 TECHNOLOGY DR z �� i�� 'NOS'�NALi�NG`�� N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 111 20 OF 21 11 MD-5570.0 x A A.LYNN MILLER,P.E. CERT.OF Aff1H.929296 y P.E.0 68706 S TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Material 1 190D1 2-hack Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-117') 6063-TB Alum. 100 12266 Box Screen Top Pall 6063 T6 AI 2 19002 2-Track SIR Rigid PVC 43 19022A SIR Riser-(3.112") 6W3•T6 Alum. 101 12257 Box Screen Bottom Rail 6063 T5 AI 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1116") 6083-TB Alum. 102 12258 Box Screen Side Rail 6083 T5 AI 4 19026 3-TrackS61 Rigid PVC 46 19024A Sill Riser-(4-618") 6063-T6Alum. 103 64428 Box Screenlnterlock 6063TBAI 5 19027 4-Track Head/Jamb Rigid PVC 50 718609W .187"x.320"Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flap 6063 78 AI 6 19028 4•Track Sill Rigid PVC 51 71695K 1-1/2"x 1"x 314"Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 606378 At 7 19009 Frame Screw Cover Rigid PVC 62 71696 Dust Plug 108 17349 Box Screen Astragal Adapter 6063 T6 Al 8 19031 Anchor Plate 6083-T6 Alum, 60 419041 Interlock Clip Cover PVC 107 1 19039 18ox Screen Frame S01 Add-on 6063 TO AI 9 19007 Track Insert 6063-TO Alum. 61 761WX Tandem Roller Assembly SS 108 1 19038 1 Box Screen HeadlJamb Add-on 6063 78 AI 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 72DXlX #14-20 x V MS @ Top Rail SS 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X76FPTX #8 x 39'Ph.FH SMS @ Roller&Relnf, SS 110 72OXIM #14-20 x 1.1/7'MS @ Bottom Rail SS 12 19006A Outer Sill Cover 6063-76 Alum. 64 419042 Frame Header Block Nylon 111 71793G Watp,.270"x,160'-Fin Seal 13 19011 SIII Track Cover Rigid PVC 65 48052 Roller Ado.Hole Plug PVC 112 61805K Wstp,.187"x.600"@ Bug Flap 17 19032 P-Hook Adapter 6063-76 Alum, Be 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 6063-T6 Alum. 67 76X114FPTX #6 x 14/4"Ph.FH SMS @Bumper Stop as 114 7SRAX HD Roller SS 19 18047M Wended Keeper 6063•T6Alum. 68 71606G Sill Plug PVC 116 mores Screen Locking Herdvare Steel 20 19029M Keeper 6053-TB Alum. 69 78185X Gemini Mortise Lock w/legq Trim plate Steals 118 419063 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032XIFPFX 1032 x 1"Ph.FH MS @ Lock SS 118 76XiPPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-T5 Alum. 71 varies Handle Kit Cast Zlnc 119 1692/3l4 Screen ClothSplin -.150"&.165" Vinyl 23 19037M Fixed Panel Gip 6063•TSAlum. 72 19054 Interlock Retainer Clip Nylon 119 1816C20 Sereon Cloth Fiberglass 24 19035M Reinforcement Plate 6063-TBAIum. 75 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M To Rail,Bottom Relt end Lockstlle 6005-T5Alum. 76 Quanex Super Spacer nXr with Hot Malt Butyl See Sheet # Part# Description Material 26 19046 P Reinforcement Composite F7718 Quanex Duraseal Mater10 ials P 120 12033 Screen Frame Rail 8083 T5 At 27 19018M Interlock.300 Reinforcement Std. 6005-T5 Alum Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 AI 28 19013M Interlock.400 Reinforcement,HD 6005-T5 Alum. Dow Coming 996 ar GE-7700 Backbedding Silicone 122 17363 Screen OXO Astragal Adapter 6063 T6 AI29 19019M Astragal Reinforcement 6D05 T6 Alum, 19090 7/18"Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6003.78 Alum. 7116"Beveled Bead Rigid PVC 124 19012E Frame SIII Screen Add-on 6083 T6 AI 31 19005 Interlock Adaptor Rigid PVC 19044 1-1/16"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85+/-5 duro. Vinyl 32 19008 Astragal Add-on Rigid PVC 19D45 1-1/16"Ogee Bead Rigid PVC 126 78X112PSATS #8 x 1-112"Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,ToplBottom Ralf Rigid PVC 84 1 19016 1-3116"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) Nylon 34 19040 Intedor Jamb Cover 6053•78 Alum. Be 71725K Setting Block 1/2"x 4"x 1116",85+1-5 duro. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS• 35 19076 135°Comer Astragal 6063-78 Alum. 86 71726K Setting Block 1"x 4"x 1/16",85+1-5 duro. Neoprene 129 varies Screen Locking Hardware Steel 36 19077 135"Comer Astragal Passive Mount 6063-T6 Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 130 710X94PPSDAX #10 x 3/4"Ph.PH SMS @ Screen Act, SS 37 10079 136'Comer Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX #8 x 1.1/4"Ph.PH SMS @ Reinf.Bar as 131 78X12PPSMSX 48 x 112"Ph.PH SMS @ Door Ast. SS 3B 19080 135"Comer Astragal Cap-Int Rigid PVC 92 710XIPHPTlMX #10 x V Ph.PH SMS @ Rail Support SS 132 18D2/3/4 Screen Spline-.145" Vinyl 39 19078 90'Corner Astragal 60B3-TO Alum. 93 710X116PPX #10 x 1-1/7'Ph,PH SMS @ Fxd.Pnl.Clip SS 133 1816C20 IScreen Cloth I Fberglase 40 19081 90*Corner Astragal Cap-Ext. Rigid PVC 94 710X2.6PHPT1B•BX #10 x 2.117'Ph,PH SMS @ Rein[PletelAst. SS 41 19M 90"Comer Astragal Cep-Int. Rigid PVC 85 7142DX2 26FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS BB 710X1,76PPX #10 x 1-314"Ph.FH SMS @ Ast.Mount SS PRODUCT witch the Florida wv ONY I�YNN rri� 97 710X34PPX #10 x 314"Ph.PH SMS @ Ext.Pkt.Int. SS Building Code �� .„ Be 710X2PPX #10 x 2'Ph.FH SMS @ Keeper SS i4OA-No. 17-0420.06 Expiration Do 4/14/2021 No,58705 _ VINYL SLIDING GLASS DOOR NOA(LM) Ims/15 Miami-D a Product Control GPARTS LIST 1,t J ROSOWSKI p'•. e FT ;��` T . COPYRIGHT RGHTSRESERVEDIES.INC. NO CHANGES THIS SHEET. k&04/05/17ALL / •••....• NG`\�� NOTES: 1070 TECHNOLOGY DR 'iir�NAIII�t\0 1)ITEMS#14-16,46-49,53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 MILL NOT PART OF THIS APPROVAL. (941)-480-1600 SGD-5570 NTS 210F21 MD-5570.0 r�L A atvre.W58705'p� CERT.OF AUTH.#29298