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HomeMy WebLinkAboutProduct Approval (4) n RECEIVED DADE - - �FEB 18 2020 MIAM1• NITAMI-DADS COUNTY Em R EV E�iFtie t► 9Fepa irk ent PRODUCT CONTROL SECTION St. L'ucle County 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONO1v1:tC:-tt SOUR�G-G_A.1ER)L�AN C E Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION: COUNTYLUCE T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOVA) mvw.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations ga}ce�n�ing�the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Da taunt s ' +�Product Control Section to be used in Miami Dade County and other areas where allowed by the A-uthrority Having"Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the 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(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.,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 vv/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. MtAMI DADS COUNTY NOA No. 17-0420.07 e �` Expiration Date: April 21,2021 oy 4 t� + 1 Approval Date: September 28,2017 Page 1 PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 11-010 7.09) 2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA(NI)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10105115,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. Causo,P. E. (Submitted under 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 NOA 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 tinder 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 under NOA No. 154210.01) 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. 154210.01) 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. Product Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. I - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I i 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, expiating 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, j 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 j Sliding Glass Door(Reinforced)—N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge M.Plasencia,P.E. PFdduct Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-2 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS & 900/1350 CORNERS �� Anchor Substrate Fram•M•mb•r MIA.Was Min NIMPOT RATED TREeI"MISSIL AtJrI=E Dimond Emwdm•nt IMPACT RESISTANCE aNhem Pine FWadtlillWarnt, 9/16, 6' GENERAL NOTES: (sc=o,ss Pfiook e/te^ tare DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10, a12 steal sMs(GS)or Aluminlan,sa63-T5• Noadl=Jamb are• 1w• 2 DESIGN PRESSURES: 410 S.S.SMS (0.125'mut 1ldcknass) Pfiook a/e' I SEE TABLES 1,2&B11,B2 (m n.11 fhmadaM) Steel.A3e• Head/SouJamb 315, mow ON SHEETS 7&8 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. ,060'mkt thtekness P•hoak 3/e• 0A30• B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Steal Stud,A853 Gr.336 Haad(SWarnt, 31e• 0.071^14 Gs C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, .0711 min.thickness Pfiook 3/9' 0.071' 14 Ga. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 110 Elea uwamn P.T.Southern- SG0.55 Pine Jamb 1• 1a(0• 0.5S Pfiook 1' 11W INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS p,T.&Du ham Pare ebad/SuuJamb 1• Iair SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1!4'Elm 410 S.S.C oteRek a,0 55 P-hook + tare• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B d12,atoei rood aamw(G5) P.T.Southern Pine HeadrStWamb 8116" lase• 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. Sc=0.55 P m 71 t 8 REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATORmla 2e5 x Head(S01lJom ANCHOR NONS,ENERGI FENESTRATION concrete P•hcok 1" tale• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER1/4•Elea Ulbacon h ta(te• tare' SHADES Un➢routed CMU. Jamb 1• 1.1/4• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM Coo Patook 1• 144- REFERENCES(TEST REPORTS):FTL-8337,6338,8646.8649,8662,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; u(AST ed-60) d•mh 1.3W +-t/4 CAMBRIDGE 535753-09; V4'Elm 410 S.S.C.I.Fiar ten^�o p noox 1a/a• +-va GENERAL NOTES.............1 c Concrete HeadrSOyJamb 1a/16. 1a/4• EXAMPLE CONFIGS..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Aria.3.35 kei Pfiook 1• la�• INSTALL DETAILS..............3-6 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Haad/SWomb t-1/2" tare• FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR .Tn.2.22 ka Pfiook 1-lir tare• DP/ANCHOR TABLES 7-8 PLASTICS,(COMPONENT REQUIREMENTS). 1/4•Eke 1"s.S. ungmuted CMU, Jamb r 1.114• EXAMPLE............................9 A2g.-GDtDr (ASTM C80) P-hmk r 1.1/4' GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. P.T.southern Plnu Head/suuJarnb 1• 1a(e• ANCHOR LOCATIONS......,11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. SG-0,ne Pfiook 1" to 6 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. Cancrate HeadlSllkJamb 2.1/2• tare• PANEL TYPES...................17 1/4'Elm Ullracon min.2.83 ka P•hmk 2-1/2' tala' EXTRUSIONS.....................18 ANCHOR NOTES: un➢routad CMu, Jamb 2.1/2• 1.1l4• ACCESSORIES..................19 1 FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D ASTM Ceo Pfioo 2.1 1-114• SCREEN DETAILS. '20 Conmite Heed/SIIVJemb 2-12' 1-W """"' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE min.3.35 kei P-haok 1 2-11r 1- PARTS LIST........................21 1141 Etco 410 S.S.CmtoFlox REQUIREMENTS. Una acted CMU, Jamb z•trz 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASTM Ceo Pfiook 2arz 1-1l4' PRODUCT REVISED 3 WOOD BUCKS DEPICTED AS IX 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 as complyyi�ng 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 building Bode NOA-No. 17-0420.07 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. By —� 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Miam-Da roduct 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.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fr Min.Fa LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 kal 120 kal SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 kal 110 ksl ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC).STH EDITION Elea Agra-Ga" 57 ksl 9e ksl •2014 FLORIDA BUILDING CODE(FBC),STH EDITION Elea UltmCori& 155 ksi 177 kal INSTRUCTIONS: •ASTM E1300-09 410 S3 Elea CteteFlaXW 127,4 kal 159.7 ksl 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION BD8 Elea Crninum 18 ksl 22 ksl THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, -ALUMINUM DESIGN MANUAL,ADM-2015 q3g Steel 3e ksl 22 ksl �.� ONY LYM/V Jai, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •AISO 360.10 Gr.33 S1eN Slud 33 kal 45 kei `� 't�'�ICEN V 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHTAND THE 1 4 NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED N0.58706 ' 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, 0 /� q THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES £ J ROSOWSKI �p l Iq ri-: ` EDGE DISTANCE. UUT 0 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED CCP7mr �G1GTI�Nam Ies,INC. UPDATED TO FBC 2017,VINYL MFG. A 04/06/17 DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, 1070 TECHNOLOGY DR � ,�/iS�0AIAL 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-5470 NTS 1 OF 21 y MD-5470.0 $ A A•LYNN MILLER,P.E CE .a ALITH.#2920e P.EA 56705 i I MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES I&2 Tp� PER TABLES 1&2 ` MAX.UNIT / MAX.UNIT / / ' MAX.UNIT ° �� MAX.UNIT 1 ` 19 s HEIGHT HEIGHT / / ° �^ HEIGHT 3 TALESI&2 PER PERTABLESI&2 li PER TABLES I&2 PER PMJ9r I PaaEr I TABLES 11 &2 rocxar�� J J i .N_J 1 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 NOM.PANEL WIDTH PER TABLES 1&2 i PER TABLES 1&2 PER TABLES 1&2 �— a MAX.UNIT ° 6 MAX.UNIT ' / MAX.UNIT / ° �� HEIGHT � ° • HEIGHT / HEIGHT �^ TABLESI&2 / o / PER TABLES 1&2 / PER TABLES 1 A / L- J _I 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER, oursios conxEa sxowx,ixsMECOroEcon°ER simaus MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCT REVISED as complying with the Florida Building Coda NOM.PANEL WIDTH - NOM.PANEL WIDTH .OA-No. 17.0420.07 PER TABLES i&2 PER TABLES I&Z T Expiration Dot-04/21/2021 3 3 BY MAX.UNIT MAX.UNIT a 3 I. Mlamt-Da Product Control HEIGHT s �� HEIGHT a �^ PER TABLES I&2 PER TABLES I&2 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS 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+1-3/16" NYIIiNir�',�i LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1l1 B" '��`,�°j�A.......... POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1l2" ttCENS .• 2)90`&135"CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 = ND•88705 yy 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND 8 EXAMPLE CONFIGURATIONS J ROSOWSKI ` REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'T'•. DETAIL LETTER CorrRioirroxon pGTiNDU9TRIEs IND. NO CHANGES THIS SHEET. 04/06I17 (C +(ORiOP 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. 1070 ALL RIGHTS RESERVED 'i�S """ G��` TECHNOLOGY R N.VEN CE,FL 342 5 15)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 SHEET NUMBER (941 -480-160011F1 A.LYNN MILLER RE CERT.DF AIrrM.i(19RB8 SGD-5470� NTS 2OF 21 MD-5470.0 A p,EyeaTos k DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRu 1x wooD ASTRAGAL DETAIL C1 DETAIL D11 NOTE 4,SHEET 1;MIN.OF 3 CONCRETE/CMU PER NTo MAsor9av FACIPlG ExT. INTERLOCK INTO METAL THE METAL SUBSTRATE ANCHOR REQUIREMENT - -- ----- FRAME WIDTH ' 1/4"MAX. REQUIRED IF DOOR I TYP.ANCHOR TYPE, HT HEIG IS OVER 96° 91 21 1B } EMBEDMENT AND 0 9a MAX xe°O.C. o f � EDGE EDGE DISTANCE PER o o DISTANCE SUBSTRATE,SEE 71 q TABLE A,SHEET 1& Q 50 NOTE 3,BELOW DAYLIGHT to NTERIOR 17 28 OPENING-1 EMBEDMENT - -- WIDTH �o � 33 ca d .:.; q o P� 31 3 .. `.: EDGE :`' �'.�.,,.a' (4)THRU KEEPER®MAX� EDGE I 82 3.6°D.C..SEE SHEET 19 DISTANCES •_ ' o S oP� EXTERIOR DISTANCE SEE NOTE6, 94 I I 25 26 � 270.8 THISNOTE 6.SHEEf 1/4"MAX. —►-I "— 1X OR 2X WOOD THIS SHEEP I I SEE NOTE 8, 8 / BUCKSTRIP,SEE SEE NGTE 6,THIS SHEET 29 32 THIS SHEEP EMBEDMENT ANCHOR NOTE 3,SHEET t L- _ #8 X 3/4°SMS REINFORCEMENT SCREW;7 TYP,ANCHOR TYPE, PLATEAT ) / HORIZONTAL SECTION(XXX SHOWN PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / ) ` 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR _ SUBSTRATE,SEE DETAIL C2 LOCATION \ i DETAIL D2 DETAIL B2 TABLE A,SHEET 1& DETAIL A21 I INTERLOCK INTO MASONRY ASTRAGAL NOTE 3,BELOW FAc 2X WOOD BUCKSTRIP OR INro2xwooD REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER96' 1/4'MAX --1 Q — NOTE 3,SHEET 1 OPENING 91 INTERIOR I PRODUCT REVISED � 22 WIDTH EDGE as fng with th0 Florida o p 1 DISTANCE i i Buildingldin C Code 0.07 TYP.ANCHOR TYPE, 7 NOA-No. 17-042202 SEE NOTE s,THIS SHEET EMBEDMENT AND 28 27 2e 25 I I Expiration Date 04/21/2021 EDGE DISTANCE PER d g TYP.ANCHOR TYPE, I I By SUBSTRATE,SEE d EMBEDMENT AND p q Mlam Da ruduet Con I TABLE A,SHEET 1& 8 31 �I o o ° EDGE DISTANCE NOTE 3,BELOW Y PER SUBSTRATE, SEE TABLE A,SHEET I d EDGE 'd 1&NOTE 3,BELOW DISTANCE gg 4)THRU KEEPER aQ MAX I EXTERIOR, OR_ 3.5"O.C.,SEE SHEET 19 PANEL WIDTH - L------J +- 1/4"MAX. CONCRETEICMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION VO SHOWN) INTERIOR OR 0 "till, FIXED PANEL CLIP& EXTERIOR DIRECTION. ����� @1Y LYNAr NOTES ANCHORS,SEE I'll �� �N `icENs'4 � 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 8,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. a�.:' F 2)REFER TO ANCHOR NOTES,SHEET 1, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORALLLOASTRACI FU(E[l * No.68705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILESANO OO Q VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 �} 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS ) g INSTALLATION,HORIZONTAL XSECT. w J ROSOWSKI -�•: � FRAME ANCHOR LOCATIONS. ® $ %0'•. S ��/� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON, FOR/ COPYRIOHT02C17 POTINOusTRES,INC. NO CHANGES THIS SHEET. 4A 04/05/17 �i� S''•.•<,oRIDP.••'G�2� I 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL } Au waHrs REs avm REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INPERI ONLLYY j\ 1070 TECHNOLOGY DR THE EXTRUSION-REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE.FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS STANDARD HD (941)j180-1600 SGD-5470 NTS 1 3 OF 21 MD P.E.@88 -5470,0 $ A A.LYNN MILLER,P E E CERT.OFA rrH.OM96 70$ DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 iNTO MAsowty AND EDGE DISTANCE PER INTO WOOD WTO MASONRY INTO METAL DADE APPROVED MULLION,FBC ix SucxsTi 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. PER ANCHOR NOTE 3,SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, DISTANCE SUBSTRATE,SEE TABLE A,SHEET REQUIREMENT EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 DISTANCE DISTANCE e EMBED- LISTANCE ° d MENT EMBEDMENT EMBEDMENT EMBEDMENT - Tl J 1/4"MAX. 8 1X OR 2X WWOOD n 1/4"MAX. 8 1/4"MAX. 8 1/4"MAX. t e BUCKSTRIP,SEE Q (1 60 ANCHOR NOTE 3, a "TaYP. CHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND SHEET1 e ISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET R / 33 NOTES LOOKFOR STLEs, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ASTRAGALS: 2)REFER TO ANCHOR NOTES,SHEET 1. WED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, DLO WIDTH=NOM.PANE!WIDTH-8-9116" \J #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" ANCHOR PLATE AT RMLS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-l/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 HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTE01 SILL RISER EXACT DIMENSIONS. as com tyln with the Florida THIS SHEET VARIES WITH Bonding Code REQUIRED NOA-No. 17-0420.07 EXTERIOR POSITIVE Expiration Date 04/21/2021 O DESIGN 390 PRESSURE, 6239I1�y N— Miami-Da roduc!Control 87 OR 82 SEE SHEETS EXTERIOR 7&8. .390—►i t+- _.. G7 as aR 2a LI �,390 2.370 2.947 s0 1 2 SHOWN 1.793 4.041 GROUT 70 X. 42 #4345 ALSO APPLY .823 2.887 3A64 G ROUT AS e NEEDED,SEE 13 � f 1.917 ANCHOR NOTE R �7 .060 .060 .060 5,SHEET 1 a O x 1/4"MAX, tz u 8 9 2-1/2"=TOTAL OfiO — a U SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ��� AA, d �� �QC] 42(2-1/2"TOTAL A3(3-1/2"TOTAL 44(4-1116"TOTAL O(4-5/8"TOTAL �•`r,�+OW....?v SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- ' EMBEDMENT EDGE ,i No.58705 MENT 'DISTANCE VINYL SLIDING GLASS DOOR NOA(NI) 10/05115 = vEDGE TYP,ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICALX-SECT. & JROSOWSKI o� ''��` DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE �ORIDI!.. \S� COPYRIOALL pIaHT9 RE9FRVED Es,INc. NO CHANGES THIS SHEET. �� 04l05/17 �S+7 G>>, CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, .���A/qL PERANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY OR jig CIA.I I... REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY THIS SHEET INTOWOOD 1 THIS SHEET (941)-480-1600 �SGD-5470 NTS 40F21 ji MD-5470.0 4$ A A.LYNN MILLER.P.E. CERT.OFA .0290 P.E#6870$ i I ......._.......... I I 2 ILIL'LL___��II INTERIOR INTERIOR 25 O 26 71 18 (4)THRU KEEPER 36 f' 1 2 u O 69 G9 @ MAX O.C„ OO 26 37 96 MAX 18,6'O.G INTERIOR I 33 SEE SHEET I9 36 INTERIOR DETAIL H2 �04 0 19 EXTERIOR 9o, P 9B (4)THRU KEEPER®MAX T"I� �—TV' OUTSIDE CORNER 3.5 04,SEE SHEET 19 tiJ e O � d 800 4 69 37 NTE O E100 39 1 Q � 26 OR 28 L I 94 MAX16.6.O.C. o� 26 R 26 EXTERIOR EXTERIOR D v 135'DETAIL G1 �O DETAIL H1 MAXISVO.C. 135' O gp• I o� INSIDE CORNER D INSIDE CORNER 40 EXTERIOR INTERIOR 41 (4)THRU KEEPER 61) EXTERIOR 1 1 96 ®MAX 3 V O.C., Tvl 1 SEESHEETI9 PRODUCT REVISED as complying with the Florida Building Coda OO NOA-No. 17-0420.07 135° 4 Expiration Date04/21/2021 INTERIOR BY Mlam—Da Protluet COR roll 2 ao® NOTES q o 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR OD 20 00� QUANTITIES,SEE TABLES 1&2. 33 36 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `��`�O�..�... i iG 36 DEPENDING ON CONFIGURATION. .a MAX 16.6"O.C.88 y} At 58706 ••13 19 69 6 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 _ *' (4)THRU KEEPER @ MAX EXTERIOR _- 3.6•o.c.,SEE SHE ETI9 DETAILG2 CORNER ASTRAGAL HORIZ.X-SECT. 1,t JROSOWSKIIT'70 M11 OUTSIDE CORNER COPYRIGHT02017 P13TINDUSTRIES.WC. NO CHANGES THIS SHEET. Iiig 04/05/17 '1,Fs' ORIDP,.- ALL RIGNT6 RESERVED �'�is��NA4 EIJG+` i 1070 TECHNOLOGY DR N.VENI�C,1E,FL 34275 i _ CE94 O A80-16 SGD-5470 NTSIMI 5 OF 21 MD-5470.0 1111 A A.�p E-958705 't o DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL ANCHORSFOR i CONCRE INTERIOR POCKET TNMIIOR 27 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE. PER ANCHHOROR st STANCE.."•', REQUIREMENT JAMB 3 z8 zT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A. S HEET s„ o ,PIiERLOCKSATPOCKETS: INCLUDE A NON-STRUCTURAL, .4,. to '� FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER •:p. .; ..• OPT. '1 INTERIOR POCKETS MUST TH SHEET 1&NOTE 3,BELOW FIGURE I INFILTRATION. d ANCHOR 1/4"MAX. : ., at q r to tt OPT. EMBEDMENT . ti POCKET BY OTHERS,SEE tz OPT. NOTE 6 BELOW. MENL ": E%7EMOR o FOR DOOR HEIGHTS OVER 96" OPT. 1/4"MAX. •• ANCHOR to � 21.9" TYP.ANCHOR TYPE,EMBEDMENT p(�gIOR I PER ANCHORCONCRETEIC SEE FIG I,3t yo 14��-- EDGE PER ANCHOR THissHEEr AND EDGE DISTANCE PER DISTANCE REQUIREMENT ze n SUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 42 et zt 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 2K WOOD SEE ANCHOR OR PRODUCT complying REVISED E h the Florida FRAMING,SEE ANCHOR I DISTANCE '1 eullatng coda EDGE NOTE 3,SHEET 1 NOA-No. 17-0420.07 DISTANCE OPT.ANCHOR OPT.ANCHOR Exp7raHon Date 042112021 DETAIL 13 INTO METAL EMBEDMENT ey r 17 OPT, ^4 17 OPT Miami-D Product Control EMBEDMENT T J DETAIL 14 1/4"MAX. J MA q INTO WOOD q o MAX, EKTER OR 10 SEE FIG I, SEE FIG I, d THIS SHEET 31 THIS SHEET- 2s zT IXTERIOR EXTERIOR POCKET EXTERIOR POCKET CEIV 2�, sF •.1�� *j N0.58705 NOTES DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 10/05l15 *J 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI 3)SEE SHEET 13 FORANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FORALL INSTALLATION METHODS, COPYROHf6zotT PorP1Wu^fR2s,IN0. NO CHANGES THIS SHEET. AS 04105/17 %��S ' ��oRID>•.•'����` 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR NA i t,%NC;�`• AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 (941)460-1600 SGO-5470 NTS 6 OF 21 g MD-5470.0 i A A.L PN MLL FI RE. CEAT.OF AUIR-1R8E88 I TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (far all approved configurations on Sheet 2) fable tor. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use thisReinforcement#29 BO" 84" 96 PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE TABLE A. A table SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or#26 68-15116"DLO Height 72-16/16"DLO Height 84-15116"DLO Height THE MAXIMUM OP 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 I 8 I C D A B 1 C D A I B I C D CONSIDERED,SEE TABLE B1,THIS SHEET.. Design Pressure +127.1/-127.f psf +120/-120 pst +f020/-1029 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8° Head/Slll C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 I C3+1 C5+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT W, 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 T 7 T 7 7 7 7 7 8 8 8 8 Design Pressure +106.3/-106.3 psf +100.2/-100.2 psf +86.3/-86.3 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25.118" Head/SIII C5+1 C3+1 C3+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 6 fi 6 L P-hook 7 7 7 7 7 1 7 1 T 7— Design ssvie +929/-92.9psf . +87.3/-87.3psf +73.8/-73.8psf 314/8" Head/Stll C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 rL 38" DLO Jamb 5 6 6 5 5 5 6 5 b 5 a 5 9 Width P-hook T 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +78.41-78.4pst +7a4/-76.4psf +65.81-65.6psf 37-1/8' Head/SIII C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+7 C3+1 C3+1 C3+1 42' DLO TABLE 61: Width Jamb 5 5 5 5 5 5 e 5 5 5 8 5 Water Limltad FIG 1: P-hook 7 1 7 1 7 7 7 7 7 7 B B a a (+)Dempn Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60psf f4444/16" .S10 Max.(+)DP 43.1/8' Head/5111 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 9f>< Allowed' DOORASSEMBLIES OLD �° Width Jamb 5 6 6 6 5 5 5 5 5 6 6 6 INSTALLED WHERE THE P hook 7 7 7 7 7 7 7 7 8 a 8 8 /18" See Note 2 ED OVERHANG OH LENGTH IS PRODUCT REVISED ( ) as complying with the Florida /2° +38.7 psf = EQUAL TO OR GREATER THAN Building.odo 12" +00.0 psf p THE OVERHANG HEIGHT IS Noa-No. 17.0420.07 USED IN EXAMPLE ON SHEET 9 +60.0 psf EXEMPTED FROM WATERExprratlon bate 04/21l2021 /8., +100.9 psf I INFILTRATION RESISTANCE. ey Miam-Da Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9116" DLO HEIGHT=DOOR HEIGHT-11-1116" Y`��rrl 112irrrr PANEL HEIGHT=DOOR HEIGHT-2-1/2' �����,ONY LYNIV TABLE NOTES: F •!� VINYL SLIDING GLASS DOOR NOA(NI) A 10/06/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1' AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE 14- J ROSOWSKI g 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® ��.t% �r TE r RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COPYRrartt ozo�r PorlNousrmes INC. NO CHANGES THIS SHEET. aA 04/05/17 %�S <ORIOP,•' 3)SEE SILL RISER TYPES ON SHEET 4. au Rlorrrs RESERVED ��'rS�ONAL tE X"o 4)SHEETAPPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 �2 a,LYNN MILLM RE 8)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (941}480-1600 SGO-5470 NTS 7 OF 21 8 MD-5470.0 i4 A P."5sroe aERT.OF AUTR Y29266 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved oonliguratlona on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use ails table far. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astragal Reinforcement#29 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockst le Reinforcement#25 68-15116"DLO Height 72.1BMW DLO Height 84-15/16"DLO Height 96-15f16"DLO Height 108-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C I D A I B I C ID A 1 B 1 C 1 D A I B I C I D A I B I C D CONSIDERED,SEE TABLE 92,THIS SHEET. peslgn Pressure +169,4/-169.4 psf +160/-160 psf +f37.1/-137.1 psf +120/-130 psf +f06.7/-115.6 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8° HeedlSD, C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1M91 05+1 C5+1 C5+1 C3+ CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO MIDSPAN OF PANEL). Width Jamb 6 6 7 5 5 5 7 5 5 5 7 5 6 6 8 6 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 e 9 9 10 1 10 1 10 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, DesignProsswe +141.8/-141.8ps! +f33.6/433.6psf +113.8/-113.8psf +99.1/407.4psf +87.8/-95.1psf PERPENDICULAR TO THE GLASS. 25-1/8" HeadfSill C5+2 C5+1 C5+1 C3+1 C5+1 C6+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C6+1 Ca+1 C5+1 C5+1 C5+1 C3+1 30" DLO Width Jamb 5 5 7 5 5 5 7 6 5 5 7 5 6 6 8 8 6 8 8 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 ID Design Pmssure +12a9/-123.9psf +1164/4164psf +98.5/-8.5psf I +85.3/-924psf +753/-81.6psf 31-1/8" HeedlSlll C5+2 C5+1 C5+2 C3+i C5+2 C5+1 C5+2 q+i C5+2 C5+1 C5+1 C3+1 C6+1 05+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 FIG 1: 36" OLO OH LENGTH Width Jamb 5 5 7 5 5 5 7 5 6 5 7 5 6 6 8 6 6 6 B 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 e 9 9 9 9 10 10 10 1 10 + DOORASSEMBLIES Design Pressure +104.5/-104.5psf +104.5/-104.5psf +67.8/67.8 psf +75.7/82psf +66.6/-72paf 0 INSTALLED WHERE THE 37-1/8" Head/Slil C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C6 11 C5+2 C3+1 C5+2 C5+1 I C6+2 C3+1 C5+1 C5+1 C5+1 q+1 M OVERHANG(OH)LENGTH IS a 42" DLO Iamb 6 5 7 5 5 5 7 6 5 5 7 5 6 6 8 6 6 8 6 8 = EQUAL TO OR GREATER THAN Width O THE OVERHANG HEIGHT IS P-hook 7 7 7 7 7 7 7 7 8 8 B 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER z Designpfessura +80/-Wpsf +80/-80psf +80/-80ps! +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 118" Head/SIO C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 C5+2 C3+1 05+2 C3+1 C5+2 C5+1 C5+2 C3+1 481 DLO Jamb 5 6 8 5 5 6 6 5 5 6 7 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 e 8 8 8 9 9 9 9 10 10 10 10 TABLE B2: PRODUCT REVISED as complying with the Florida Design Pressure +74.1/-74.1 psf +74.1/-74.f pat +63.8/-63.8psf Water-Limited Building Code 49-118" Head/SIII "77 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 (+)Design Pressure NOA-No. 17-0420.07 54° DLO Jamb 5 5 6 6 5 5 5 6 5 SIII Nom,SIII Max.(+)DP Expiration Date 0 412 1/2 0 21 Width Riser Height Allowed B P-hook 7 7 7 7 7 8 8 8 8 v Not available In these$IZe$. Mlaml- Product control DeaignPrasaure +60/-60psf +80/-60psf +60/-BOpsf None 1-11/16" Seallote2 I 55-118" Head1Slll C3+2 1 C3+2 C3+2 C3+1 65+2 q+2 C3+2 IC3+1 C5+2 C3+2 I C5+2 C3+1 42 2-1/2" +38.7 psf DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 43 3.1/2" +60.0 psf P-hook 7 7 7 7 7 7 7 7 e 8 6 6 44 4.1/18" +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9i16" DLO HEIGHT=DOOR PANEL HEIGHT DOOR HEIGHT HT-12/112" �.��NpNY LYNry��.,��� TABLE NOTES: p�F' No.se705 VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 — *' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 =-0:A AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE $ J ROSOWSKI Q 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® %:�, '• s a p 41� RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. COPYH G TYPES ON SHEET 4. AMLL aaxTs RESEaVEDRf�wc. NO CHANGES THIS SHEET. 04/05/17 ss'���RioA,,• 4)SHEET APPLII SEE SILL ES O 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR � ����� AL t Nv`\ 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD�470 NTS B OF 21 MD-5470.0 } A A.LYNN b9LLFR,P.E. CERT.OF A-MI R4Y[88 P.ER68705 EXAMPLE: 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-P)OK FRAME JAMB REQUIRED HEAD SPLICE INTERIOR �CENTERLINE (�CENiERLWE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, ®INTERIOR POCKETS I OF INTERLOCK I' OF IN OCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX.6� OFF PANEL O I CENTERLINE CENTERLINE ANI OF PANEL OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEET6 "+2' '+2'ANCHORAGE, 26.1/8°MAX. 6" ANCHORAGE, "+2"ANCHORAGE, MAX. 6" SHEETI2 SHEETI2 SHEETI2 C3'CLUSTER, °C3°CLUSTER, EXTERIOR SHEETI2 SHEETI2 END ANCHORAGE SEE POCKETJAMS (MIN 1ANCHOR) ID SPLICE NOTE: INSTALLATIONON HEAD ANCHORAGE DETAILS OPT.ANCHOR IOR NON-STRUCTURAL ANCHORS MAY SHEET6 PXXX(3-TRACK) TO AID IN BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IPA Ill SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHORINFORMATION. e' CENTERLINE CENTERLINE CENTERLINE MAX• OF PANEL OFPANEL2 OFPANEL3 POCKET BY a o 0 0 EXTERIOR INTERIOR OTHERS,6EE NOTE 6, 4 o 0 0 0 0 0 SHEET6 •+2' °+2"ANCHORAGE• 26-3I8'MAX. e+ ANCHORAQE, SHEET II '+2"ANCHORAGE, MAX. SHEET it •03"CLUSTER, '03"CLUSTER, SHEET, EXTERIOR 12'MAX. 21.6' SHEET 11 SHEET 11 END ANCHORAGE FR/1ME JAMB SEE POCKET JAMB (MIN.IAN." MAX. REQUIREDQ lNSTALLATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Coda 448.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84°.FROM TABLE 1,SHEET 7,THE NOA-No. 17-0420.07 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Explration Date 4/21/2021 PRESSURE REQUIREMENTS. TO BE25-318,O.C.OR LESS ey FOR WOOD INSTALLATION USING ANY HesNSnlM Miam-Dnd roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE k 1 SHOWS ANCHOR REQUIREMENTS OF: 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6^MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT —CENTERLINE OFENDPANEL e' THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS ATTHE OPT.ANCHOR TO AIDCH 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 NEXTANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS ��� Y LY/y ANCHORAGE ANCHORAGE ���UCENeF �l THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE ;4n 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 b J ROSOWSKI +�: �` LOCATIONS OF CROSS SECTION DRAWINGS. ge B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN CDP R DHf®1017 P(lTINDD6IRES.IN. NO CHANGES THIS SHEET. 04/05/17 �SS' ORloa,,•\G�=� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070ECHNOLOGY DR I'll"0NALIEN\��� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB;g(IEEl g N.VENICE,FL 34275 F)SHEET 21 FORA BILL OF MATERIALS. P HOOK:SHEET B (94.OF At -1600 SGD-S470 1 NTS 9 OF 21 g MD-5470.0 k A A LYNN 6MIL�LER P.E. ceir.of atmf.axeam i SILICONE HOT-MELT BUM STRUCTURAL STRUCTURAL SILICONE POLYISOBUTYLENE 114"NOM. FOAM 3116'NOM. WITH WITH DESICCANT DESICCANT 1-1/16°NOM. 3N6'TCLASS 75 78 EXT.GLASS EXT.GLASS 11/16"AIRSPACE 77 78 3/16"T GLASS PAINTED! INT.GLASS INT.GLASS OO LAMINATED SURFACE KODISPACE SUPER a EXTERIOR 76 4SGTPS 7e SPACER@NXT"" GLAZED*IF#82-831'EXTE3 I O OR- I 7/8°NOM. TOWARDS THE EXTERIOR. I O I GLASS I I aINTERIOR PRODUCT IS'INTERICR- GLAZED°IF A82-63 IS 79 I TOWARDS THE INTERICR. ALUMINUM 88 REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENEVfNT.SGILASS 6Ns°NOM. 5/16'NOM. SEAL GLASS DETAIL BUTYL 8, ICONE SEAL DESICCANT ROLL-FORMED PRODUCT REVISED FOAM STAINLESS STEEL NOTES: 9.IIding coa with the Florida EXT.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 Dat 04/21/2021 "T'=TEMPERED By INT.GLASS Miam-D a Product Control 77 DURASEAL® XL EDGE'" SPACER 7e, SPACER pV ' L10Ery •:!''�� No.6S705 r� VINYL SLIDING GLASS DOOR NOA(NI) 10105/1-5 _ D; n x g GLAZING DETAILS J ROSOWSKI ;70� Vl COPYwaLLeNto ScrlR R�ou�ues,fNc. o� NO CHANGES THIS SHEET. 04/05/17 '� tPoRIDP,,.•G��;``� 1070 TECHNOLOGY DR ',,()NA; N.VENICE,FL 34275 (941)d80-1800 SGD5470 NTS 10 OF 21 Jill MD-5470.0 p A LYP.Ea58 ER,P.E.P.E.tF 58708 SILL CLUSTER ANCHORS LAYOUT: SILL"+I'INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK— PANEL CENTERLINE CENTERLINE CENTERLINE 4n CENTERLME 4" CENTERLINE 4" 4" o o 0 0 tg��' o o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3" 2-TRACK CLUSTER'CS 15 2-TRACK INTERMEDIATE ` 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1•ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK— PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CEMERLWE CENTERLINE 4" CENTERLINE 4" 0ir a o EXTERIOR 3.22" EXTERIOR 3.22 EXTEERIOR EXTERIOR 3.2T EXTERIOR ---+•t 3.22" &TRACK CLUSTER'C3' 3-TRACK CLUSTER'C5' `J &TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "W ANCHOR LOCATION '+T'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL_ PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" 0 0 0 0 0 0 EXTERIOR 3.22" EXTERIOR 3.22" EXT�iE'TRyIOR EXTERIOR EXTIIE�RyIOR 3,22" v 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4 TRAGK INTERMEDIATE v 4-TRACK INTERMEDIATE `� 4.TRACK INTERMEDIATE 1C3'ANCHOR LOCATIONS -TV ANCHOR LOCATIONS '+1•ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS NOTES: ROURES PERTAIN TO THE FOLLCWINO SU 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375' 2.376" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376" t2.37,5' FORALL SILLS: PRODUCT REVISED TT!IIIN ITi,� as com 1yying with the Florida �` HeadlSill 1 Building Code pNY L.... Jamb 5 NOA-No. 17-0420.07 •'t iCENy�•;�� Q FIOURFSPERTAINTOTHEFOLLOWINGS1L P-h00k 7 ExpfratlonDate 04/21/2021 •� ' CLUSTERANCHOft LOG1110NS: yr•; NO.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By = 0 A Min I­Dajfd Product Control ANCHOR LOCATIONS A m` J ROSOWSKI10 COPYRIGHTO 2017 POT INDUSTRIES,INC. NO CHANGES THIS SHEET. 04/05/17 Heed/SI11 1 1070LTECHNOLOGYL RIGHTS RESERVED '�iALiEN`�� t) Jamb 5 N.VENICE,FL 34275 tl C P-hook 7 1 (941)-480-1600 SGD-5470 NTS 11OF21 19 MD-5470.0 A A.LYNN MILLER,P.E CERT.CF AUTK NIB]Sa P.E.A W705 yi I HEAD CLUSTER ANCHORS LAYOUT. HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR AL OR PANEL INTER OCK 4- NT GRLOCK 4" PANEL CENTERLINE 4" CENTERLINE PANEL 4„ CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3.22" EXTERIOR 322° EXTERIOR EXTERIOR 3.22" EXTERIOR 3,2T `J 2-TRACK CLUSTER"C3' 15 2-TRACK CLUSTERTW 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+I•ANCHOR LOCATION "+2'ANCHOR LOCATIONS IW ANHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4„ CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE 4„ 4.76' EXTERIOR —►t 3.22" EXTERIOR —rl 3.22-" EXTERIOR EXT�IERR.IO R EXTERIOR 3.22 EXT ° - EDLATE V S-TRACK INTERMEDIATE S-TRACK INTERMEDIATE 3•TRACKCLUSTER'CT 15 3-TRACK CLUSTFRTS' 15 3+I'AANCHORR CKINTE LLOOCAATION ANCHOR LOCATION v '3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL PANEL PANEL INTERLOCK INTERLOCK—� CENTERLINE `S" CEMERIJNE 4" CENTERLINE 4" CENTERLINE CENTERLINE EXTERIOR 3,22^ EXTERIOR 3.22 EXTERIOR IXTERIOR EXTERIOR 3.22" 15 4TRACK CLUSTER Tv 4-TRACK CLUSTER 'lai'ANCCHOINTERMEDIATE R OCATION 4TRACK ANCHORRLLOCATONSV2 15 4TtANCHOR LOCATIONS CK Y3• 'C3'ANCHOR LOCATIONS 'WANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED'ON MINIMUM ALLOWED. INrERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375' FOR ALL HEADS: 2)TRACK TO•TRACK DISTANCE IS 2.375" 12.375" FOR ALL HEADS: PRODUCT REVISED TI[II I I Ill7� ead/SIII 1 as complying with the Florida ��� W LYN Building Coda JwarMnb �� ��•,..... N FIGURES PERTAIN TOTHE FOLLOM9 HEAD Jamb6 ••• LIOENSF /�l ,i P Iwok 7 NOA No. 17-0420.07 CLU3TERANCHOR LOGT10N3: • Expiration Date 04/21/2021 ; *; No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 ey = k Mlaml-Da roduet Control - :a ANCHOR LOCATIONS B 11411 J ROSOWSKI 'Off': s q( � •r`4,Qf� Itead/sill C3 1 07 ALL RIQHTS TECHNOLOGY DRINK NO CHANGES THIS SHEET. 04/05/17 �, ONAL j�`• I Jamb 11 6 N.VENICE,FL 34275 I P-hook 7 (941)-480-1600 IIISGD-5470� NTS 120�21 MD-5470.0 �` A A.LYNNMILLER,P.E CERT.OF AUTH.M2M29M P."BB705 p I l i P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIOURES PERTAIN TO THE FOLLOWOIG.IAMB ANCHOR LOCATIONS: —r-11-+-- 2.375' 4.75" 7,126" 6" MAX 1-11 21.6" 21.6" 21.6" HeadlSill q 5) MAX. MAX. MAX. Jamb P-hook 1 7 O.C. O.C. O.C. EXTERIOR EXTERIOR EXTERIOR� � 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" 8" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX MAX MAX. LEUL III REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME I &TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMBNUMBER OF ANCHORS,THE MAJORITY MAY ANCHORS JAMB ANCHORS JAMB ANCHORS 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 !24' LEXTERIORJ OR 4 EXTE IOR(3)TRACK WEEP HOLES6„ EVERY 24"@ 1.125"X.190"; (8)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190";� — (10)TK WEEP HOLESTO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY @ 1.125"X,190";- ALIGNMENT 24"@ 1.375"X,500" (1)WEEP NOTCH EVERY 24"@ 1,378"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REnS Fonda NYILYIyI,y �� OF ANCHORS REQUIRED IN THE P-HOOK. DuildinpC*do �` a0........•..4 / FIGIMESPERTAINTOTHE FOLLOMOPOCKETLWB NOA-No. 17-0420.07 �� �ICENyF ;!({��� P.HOO ANCHOR LOCATIONS: Expiration Data 04/21/2021 _ No,58705 • $ * , �$VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 DY *_ Miami-Dad oduct Contra ANCHOR LOCATIONS C � J ROSOWSKI , STA a i2 �ORIDP Haedl8lu C3+1 COPVHIOALLCRIIOOIWSR��ES,ING NO CHANGES THIS SHEET. 04/05/17 �ONALiSt '`` Jamb a 1070TECHNOLOGYDR N.VENICE,FL 34275 P-hoC, 7 A.LYNN MILLER,P.E. c��o�6vraH.18z��e SGD-5470 NTS 13OF21 SQ MD-5470.0 �$ A REA�0, i HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTER ANCHORS LAYOUT: FOLLOWINGOPERTAIN o NE SEL ANCHOR LOCATIONS 'T ' 90" e 4" 4" 4^ 4» 4„ 4„ 4" 4» c c HeadlSUl 7 JJJ111 71 ,kmb 5 2-TRACK SO°CORNER2" EXTERIOR 2-TRACK GO*CORNER EXTERIOR �i P-hOOK 7 °C4"ANCHOR LOCATIONS 'CO"ANCHOR LOCATIONS 2•TRACK 80°CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE"C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS C6°ANCHOR LOCATIONS R (USE WHERE•C3•IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) -\J 0 4" 4" 4" asPRODUCT c p C g REVISED the Florida 4" Buliding Code NOA-No. 17-0420.07 Expiration Date 0412l12021 4» e / 4" 4° 4^ 89 Mia -Da Product Control EXTERIOR 3.2� EXTERIOR 3•�» 3-TRACK GO.CORNER 13 3-TRACK 80"CORNER F1 XTRACK 901 CORNER EXTERIOR XTRACK 90°CORNER EXTERIOR •C41 ANCHOR LOCATIONS , "C6°ANCHOR LOCATIONS V "C41 ANCHOR LOCATIONS 'C6'ANCHORLOCATIONS (USE WHERE-Cr IS SPECIFIED) (USE WHERE'C6"IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) USE WHERE-CS'IS SPECIFIED) `T11111111If/!! 4^ 4» 14" 4„ �pV\Y.LYNN�'/,, 4!- WDOCORNE:R No.56705 L'P %�0,�'• ST EO� '��� 3.22" 4» �i,C�S F<ORIDP G� EXTERIOR 4-TRACK 80°CORNER EXTERIOR EXTERIORXTERIOR4-TRACK 90 /!/�0 •C4'ANCHOR LOCRANER TION3 °C6'ANCHOR LOCATOON9 4-TRACK 90"CORNER ff �AlUSEWHEREOR IS SPECIFIED) (USE WHERE°C5'IS SPECIFIED) 'C4"ANCHORLOCATIONS ( (USE WHERE"C3'IS SPECIFIED) (USE WHERE TW IS SPECIFIED) A.L RE MILLER P.E. NOTES: REP E8705 FIGURESPERTAWTOTHEFOLLOWINGSWCORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANCHORLOCATIONS: �VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 90^ 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. RG--7.Headt5lU C:.1 Jamb 1 6 3)TRACK-TO•TRACK coPTRIGFfi®2anPGTINDusrRIe6,INC. NO CHANGES THIS SHEET. A 04/05/17 P•t" DISTANCE IS 2.375" 2.375" 2.376" ALL RCHTN RE OGY FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY OR as j N.VENICE,FL 34275 Q (941HB0-1600 SGD-5470 NTS 111 14OF21 $i MD-5470.0 if A CERT.OF AUTH.#2=6 i i Fl('l➢i-S PERTAIN TON HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOUO'MNG 13V CORNER 6W ANCHOR LOCATION$ 135 ¢„ e q^ 4" 4„ !�� o e ¢^ RIOR 3 22" EXTERIOR L EXTERIOR EXTERIOR '�mb 5 Cn7 lu ¢^ q" P-hook 7 2-TRACK 135`CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNER 15 2-TRACK 135'CORNER -C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS 'W ANCHOR(USE WHERE-C3-IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) USE WHERE q'IS SPECIFIED NS "�°ANCHOR LOCATIONS ( ) (USE WHERE'C5'IS SPECIFIED) ^ 4" 4" ¢^ ¢ PRODUCT REVISED q" 4" as eomplylny with tho Florida Building Code NOA-No. 17-0420.07 ¢^ Expiration Data 04/21/2021 EXTERIOR EXTEERIIOR EXTERIOR EXTERIOR V By 3.22" 'V 3.22" VIP, Mia a Product trot S--TRACK 135'CORNM 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 137 CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3`IS SPECIFIED) (USE WHERE-C6"IS SPECIFIED) "�"ANCHOR L IS SPECIFIED) "CW ANCHOR LOCATIONS (USE WHERE"C3'S SCIFIED) (USE WHERE'C5'IS SPECIFIED) OEXTERIOR 4' 4° 4" ° ``Nituuii���� >\x o ` \` O VCEf y.F 4" q" `7¢; No.58705 o ii]EXTERIOR EXTERIOR —� ` ''� EXTERIOR --F� �,(L ST E ' •�[(/-, may 3.22" 2 y %t��'•: ORIDA,.•'•�`�`� 4-TRACK 13S CORNER v 4-TRACK 135•CORNER v v 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 4-TRACK 135'CORNER 4-TRACK 135'CORNFA �OCATIONS �s� (USE WHERE-Cr IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE C3 IS SPECIFIED) (USE WHERE CS'C4"ANCHOR LOCATIONS 'Cr ANCHOR LIS SPECIFIED) 'ii��NAL1�1`\`` il A.LYNN MILLER,P.E. NOTES: P.F-#63705 FIGURES PERTAIN TO THE FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HFI,D ANCHOR LOCATIONS: I VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05/15 135" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 114-1 J ROSOWSKI Heed/Sill 1 ,Iamb 5 3)TRACK-TO-TRACK COPYRIGHT 02017 FGTINDu3TRIES,INC. NO CHANGES THIS SHEET. 0 04/05/17 P-hook I T DISTANCE IS 2.375' 2.375" W 5" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 111 15 OF 21 i MD-5470.0 8 A CERT.OF AUTH.OW298 i HEAD SPLICE ANCHORS LAYOUT 0INTERLOCK OR ASTRAGAL:_ SILL SPLICE ANCHORS LAYOUT 0-INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING _ SPLICED SILL ANCHOR LOCATION$ SPLICE SPLICE 6PLtON SPLICE LOCATION LOCATION 4" LOCATION 4" 4n LOCATION 4" o � D Head/Sill C3 1 EXTERIOR 3 P2° EXTERIOR 3.22" EXTERIOR EXTERIOR n �L, 2-7WICKSPLICE 24RACK SPLICE �1Smb 5 2-TRACK SPLICE rl 2-TRACK SPLICE V •Cq•ANCHOR LOCATIONS 'C6'ANCHORLOCATICNS P-hook 7 •C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE-CT S SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE-C3"IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCH N 4.76" LOCATION 4" LOCATION 4" LOCATION 4° 0 0 0 0 PRODUCT REVISED EXTERIOR 4" EXTERIOR 9.22 EXTERIOR 3,22" EXTERIOR 4" as complying with the Florida VIRACKSPLICE 3-TRACK SPLICE Building Code 3-TRACK SPLICE 15 3-TRACK SPLICE � '1A'ANCHOR LOCATIONS '� 'C6.ANCHOR LOCATIONS NOA-No. 17-0420.07 'C4'ANCHOR LOCATIONS °C6"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C5`IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) (USE WHERE"C6'IS SPECIFIED) Expiration Date 0412112021 sy Mlam-D a Product control LOCATION SPLICESPLICE SPLICE LOCATION 4.75" SPLICE 4° LOCATION LOCATION 4° e M D EXTERIOR EXTERIOR EXTERIOR 3.22" EXTERIOR NY. 4„ 3.22" 3.22 �� .�O , >VN �J 47RACKSPLCE rl 4TRACKSPLICE 4-TRACK SPLICE 4-TRACK SPLICE '04`ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS -CV LOCATIONS °C6`ANCHOR LOCATIONS * INC. (USE WHERE"C3'S SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'CT IS SPECIFIED) (USE WHERE'C5•IS SPECIFIED) S87pb o,asa NOTES: '��'�SS'� �RIDA,.•'G\��` 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. /1/,01VA i FIGURESPERTAMTOTHEFOLLOWINGSPIACED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. READ ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P E TF 687a6 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 DISTANCE IS 2.376" 111 2.376" IM2376- FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F J ROSOWSKI cOPraiGHTamv INC. �NO CHANGES THIS SHEET. AA 04lO6/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RIOHTSRESERVED Head/Sill 1 �� ; 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR Jamb N.VENICE,FL 34275 PaTook 7 (941}460-1600 lllSGD-5470111 NTS I 16 OF 21 1:9 MD-5470.0 A j CERT.OF AUTH.9292DO i PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DOUBLE OUTSIDE GO* INSIDE SO- OUTSIDE 135° INSIDE 135° C F'7,._•__,J""1— ASTRAGAL i TYPES SINGLE SNIGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE W/HANDLE BOX Our BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN t EXTERIOR GLAZED M LOCKSTILE C].wwv�nnni•C� DOUBLE '/ 'n' INTERLOCK SINGLE E F PP K L L TC TA TV T Y Y J LOCK3TILE ASTRAGAL INTERLOCK OUT 0=01 rl MXDY) e {, c'n, 1^ SINGer�LE B H P A C C SC SA S V V Y Y �/D 1 SNfERLOCK INGLE INTERUL DOUBLE INTERLOCK W IN Q BOYcovrl �YW a FDOEDDOUBLE $TILE ! R R �d S FC FD FV FY Y A IMERLCK �' LOCKSTILE nLE ieoxouq w LOCK3TiLE D M J J W/HANDLE ASTRAGAL LOCKSRLE I � IeaTouO (saYe4 i DOUBLE ASTRAGAL / O T I I DS INTERLOCK I SNTERL CK L~I. BOX OUT (�('� / (J (oOxOVp W ASTRAGAL T U J BOXIN AMM =lm w OUT.Go- ZASTRAGAL RECEIVER CT CS C"F A��AL AT AS DF RECEIVER OUT.tar PRODUCT REVISED ASTRAGAL VT VS VF "complyln with the Florida RECEIVER 6uildinB Code NOA-No. 17-0420.07 ASTRAGAL VV I V!/J WF Expiration Dato04/21/2021 RECEIVER By Miam-Da Product Gont 1 LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F'SHOWN. I PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE. *: No.58705 -•• 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE $VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = ; NOT AVAILABLE. ® PANEL TYPES m` J ROSOWSKI BOO �� j ,•tv�� 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". STA E 0 �\ a COPYRIGM0P017 POTPloUSfft1E5,Ira NO CHANGES THIS SHEET. U 04/05/17 %FS'••�toRtOl;,.••'���� I 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 1070 TECHNOLOGY DR 'S��NAL TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. AA f N.VENICE,FL 34275 �.OFAL 18 SGD-5470 NTS 17OF21 MD-5470.0 9$ A aLrNNMIUERPE' I P,N M LL R 1 I ' F+---5,875 �I 10.635 640 125 930 .2291 .061 .762 ❑ ® -7 ,100r �- � T 2 � jHL : I61� 50r0A62 �0 I ' 7.928100 ��]j FRAME SCREW 301 1 INTERLOCK CAP, 1Q 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) 8O ANCHOR PLATE O9 TRACK INSERT Q EXTENDED POCKET 5.178 1.000 252 231 .060 2.060 .100 f-� ---8.260 �-� 8.250 1.435 - ��062 1.613 .080 100 p 849 1.983 JIHI 1.813 E rl Il 1.681 -^T•082 060 100 dQi z1 Q_= 11 SBOTTOM UPPORT OUTER 12 COVER SILL 13 COVER SILL TRACK 17 P HOOK ADAPTOR 18 P-HOOK I Q 3 TRACK HEAD/JAMB ®3 TRACK SILL .094 .125 291 OBi�•229 2.976 �1-2.141� 1 10.625 5.875 `s10 •540 rI�3.000 .075 J .626 500 f-+ Imo-2.607•-�1� 1.406 E.100 ��u�-.asz 1.813 p o Leal -.002 .329 .100 1 dQG] IQ kEEPERED ©0 KEEPER @ BAR COVER REMENT ®BBAR REINFORCEMENT ®3 FIXED PANEL CLIP ®REINFORCEMENT @ 4 TRACK HEAD/JAMB Q2 2 TRACK SILL 2.611 I 1- -1 r 2 836 1.570 r+ 1'625 1.595 �- 1.595.I ' T .309 3.483 �►--,125 4;01��jB 07b 4.635 04279 _ •10080 2.073 089 ]2833 2.368 Q 2.768 '�0 2.768 10 .090 2.118 300 ® 2.025 312 ❑ ®INTERIOR JAMB COVER 110 I+- `4�- -•188 •1B2 .120 I.-.182 �I+ 2.710 Ju PRODUCT REVISED 120 2.291 100 a as complying with the Florida TOP BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 9 ASTRAGAL 0 EXTENDED POCKET 31 ASTRAGAL ADD-ON INTERLOCK 3 3 PANEL STILE TOP NOA-No,code 17-0420.07 1 ©AND STILE © AND STILE ©REINFORCEMENT, REINFORCEMENT, ®REINFORCEMENT ©INTERLOCK ADAPTER ADAPTER © ©AND BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date04/21/2021 REINFORCEMENT BY 3.326 r- 3,345 NOTES: Miami-Da roduct Control 3.452 1.472 919 1)SEE SHEET 4 FOR 125 3 Y08 126 060 3.713 .090 SILL RISERS, 2.175 .046 1.500 3.2(47 3.345 O60 2)SEE SHEET 20 070 I. 228 1� .085 �.919 FOR SCREEN PARTS. .30D 1.170 @135'CORNER ©135°CORNER 0135°CORNER ©135'CORNER 39 90'CORNER 40 90°CORNER ®90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. 111 EXTERIOR INTERIOR EXTERIOR INTERIOR ()JAY LYN ......N�� , 210 252 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 ;' No.587p5 : � 1.267 rl.261 EXTRUSIONS J ROSOWSKI ® �pT'• sTA D �� 1-1/1g ' 1-111 GOPYROMT02m7 PCiTM0U3iRE3 MG a NO CHANGES THIS SHEET. �� 04/05/17 •"[ORIDA„ B2 BEVELED BEAD ®OGEE BEAD 1070 TECHNOLOGY DR /��'Sii�NA N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 111 18OF21 MID-5470.0 $ A A.-MILLER,P.E. j CERT.OF AUTR WA29B P.E.#S6705 I 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB 70 HEAD INTO FRAME JAMB CUP INTO ATTACHMENT ASSEMBLY PANEL (4)CLIP ANCHOR 8 SUBSTRATE, HEADER TYPE AS USED STILE ° USING 4 INSTALL ONE BLOCK AT 04 BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK- TABLE A.SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL ea(3)#10 X ° TABLE 1 ONE BLOCK THAT SPANS BOTH PANELS. 90 (3)#8 X 1.5"SMS / I 11 SMS o I � OE] � (-)FIXED PANEL CLIP \ \ FIXED INSTALL ONE CLIP AT THE za PANEL MIDSPAN OF EACH FIXED es " X 2-1114"SMS CUP PANEL-TO JAMB LOCATION. X 2-1/ -FRAME #8X1° 1 \ 0 f SMS� (4)#10 zt BAR COVER -X 2"SMS ea { zz REINF.BAR #6 x 91 1-1/4"SMS / � KEEPER 19 f (4)THRU KEEPER @ MAX 3.5"O.C.,SEE SHEET 19 JAMB TO \_ KEEPER TO JAMB P� SILL ASSEMBLY ATTACHMENT �\\ f LOCKING JAMB PRODUCT REVISED REINFORCEMENT PLATE �� as complying with the Florida Building Code ATTACH WITH#6 X 1-1/4" 4-PANEL,2-TRACK KEEPER 1a NOA-No 17-0420.07 Qo 34-1/2"MAX O.C. OXXX SHOWN Expiration Date 04/21/2021 p SY Mlaml-Dad roduct Control \ (4)#10 X — — --..�. 2"SMS so INTERLOCK INTERIOR CLIP COVER \ INTERLOCK NOTES EXTERIOR u 1 DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. �`��`ttNY LYN//r�'�i BOTTOM RAIL °. #lo X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ea 2-112°SMS SUPPORT 11 4)CONTINUOUS ANCHOR PLATE,ITEM#e,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. � �•' 3F•'•�{� . *; No.(2)#10X1"SMS VINYLSLIDING GLASS DOOR NOA(NI) 10/05/15 58705 ' Ifl THROUGH SUPPORT,(FY4 INTO PANEL PANEL ACCESSORIES INSTALLATION A� J ROSOWSKI —73: p Iot(I ; ea#lox ASSEMBLY ® %�.n`., s7 TE F�`<v: INTERLOCK SILL RETAINER 1-1/2"SMS ALL PANEL CORNERS copffli r®z0+i ParwOusmEs,iNc. CORRECTED#96 04/05/17 ',FS'•��ORIOP \���` CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34276 (941)-480-1600 A.LYNN MILLER,P.E. Mr.oP AM 02M SGD-5470 1 NTS 1 19 OF 21 n� MD-5470.0 �� A REJM705 BOX SCREEN DETAILS: - . _ STANDARD SCREEN DETAILS: �0 OoP& s ❑� 125 108 102 1,9 103 121 ' ,23 '� e� 111 103 110 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE iao EXAMPLE 11s 702 111 32 ViD41HLORIZONTAL L Q0 121 108 ROO,,, ,22 isHORIZONTAL SECTION EXAMPLE 115100 120 SECTION 117 1.081 r~ I r-1.081 EXAMPLE 1.778 1.778 e 5 Ld j 876 .875 1.020rff(162 ��— .050 — -050 .045 �����II ,zo SCREEN 121 SCREEN 1zz SCREEN OXO 1.993�� �� 1.993 1. FRAME SIDE RAIL, ASTRAGAL 1j�J11r»�CCI 1L RAIL LATCH ADAPTER II+-.062 —►IFS—.OB2 . PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN Building CoaoWith the Florida 1°0 TOP RAIL 101 BOTTOM RAIL 1D2 SIDE RAIL 745 1.435 �+ NOMNo. 17-0420.07 127 785 Expiration Date 04/21/2021 OR By 1130 114 1.020 �- 1.593 —�.11,373 f-�— 28 � '040 Mi 1711 .062 Miami-Dad rodoct Control I ,01 1,872 055 A VINYL ILL 2 ROORO 3 03 2 R&R^ zASTRAAG BREE 1 ADAPTER A 0 yy ! 124 to7 L 062 1f,372 o da�a BOX BOX 105 BOX SCREEN 103 ,oa 6Q� SCREEN SCREEN OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER . VERTICAL SECTION ONY LYN,y EXAMPLE EXAMPLE NOTES: \`�a�N"�Ics Lo"O 3 1.487 06 1)ALL DIMENSIONS IN INCHES. R' —� 05571 No,88705 .487 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 1.510 060 SCREEN DETAILS m' J ROSOWSKI ; '+I�rw-j- N I BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® s► i0s 107 SILLADD-ON 108 AND JAMB ADD-ON COPYRiGHTo201T Porvl6usm�es.IHc. i� NO CHANGES THIS SHEET. 04/05/17 �!�S �!iioA,•.•'' ASTRAGAL ALL RIGHTSRtSFAVED +��6%, ' ADAPTER 1070 TECHNOLOGY DR a� +/i r+NA[WO' N,VENICE,FL 34275 s (941)-480-1600 SGD-5470III NTSIII 20 OF 21 $ MD5470.0 f i A A.LYM MILLER,P.E. CFRT.OFAUTH.02B2B8 P.E.#58705 EE 1 TABLE C: TABLE D:BOX SCREEN # part# Description Material # Part# Description Material # Part Description Rlaterdal 1 19001 2-Track Head(Jamb Rigid PVC 40 19081 90'Comer Astragal Cap-Ext Rigid PVC 100 12256 Boy.Screen Tdp Rall WW TS AI 2 19002 2-1rack S81 Rigid PVC 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 101 1225'-, Box Screen Bettem Rail fM T5 A) 3 19026 3-Track Head/Jamb Rigid PVC 42 19085 SIN Riser-(2-1/21) 6063--T8 Alum. 102 12268 Sex Scoien Side Rol 6063 T5 AI 4 18028 3Thsck Sill Rigid PVC 43 lg022A Sill Riser-(3-10) 6063-76 Alum. 103 64426 Box Screen ktleAMk 60ti3TSAI 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sig Riser-(44/16") 6083-TS Alum. 104 17347A Box Screen Snap-on Bug Flop 6063 T8 Ai 6 19028 4-Track SIR Rigid PVC 45 19024A Sill Rlser-(4-5/8') 6063-TO Alum. 105 84345 lBox Screen OX:>Aatmgal Adapter 60a3 76 AI 7 19W9 Frame Screw Over Rigid PVC 50 716609W .187"x.320"Flnseal(Stile) 11>3 17349 Box Screen Astragal Adapter 6063T5 Al 6 19031 Anchor Plate 0063 TB Alum. 51 71696K 1-1/2"x 1'x 314"Fin Seal Dust Plug 107 16039 Box Screen Frame Sill Add-an 6033 T8 AI 9 19007 Track Insert 8063 T6 Alum. 52 718M Dust Plug lea 19030 Box Screen Head/Jamb Add•0n e063 To At 10 19084 Interlock Cap-Extended Pocket Rlgld PVC 60 419041 Interlock Clip Cater PVC 109 720X1X ;14.20 x 1"MS @ Top Rail SS 11 19038 Bottom Rail Support 6OW-TB Alum. 81 78153X Tandem RollerAssembly SS 110 720X112X #14-20 x 1-1tZ'MS @ Be tom R41t SS 12 19006A Outer Sill Cofer 8063-TO Alum. 62 78163N Tandem Roller Assembly Nylon 111 71793G Walp;.270"x.169'-Fin Seal 13 19011 SIII Track Cater Rlgld PVC 63 7BX/6FPTX #8 x 310 Ph.FH SMS @ Roller&Relnf. SS 112. 61805K Watp,.197x.EOT @ Bug Flap 17 19032 P-Hook Adapter 6063T6 Alum. 64 419042 Frame Header Block Nylon 113 ?SRAZ Standard Railer Nylcrr 18 19020 P-Hook 606346Alum. 65 48052 Roller Adj.Hole Plug PVC 114 ?SW HDRollor SS 19 19047M Extended Keeper 8063-T8 Alum. 86 44385 4 Hole Bumper Stop PVC 116 caries Semen L:csing Harde ars Steel 20 19029M Keeper 6063 TB Alum. 67 7OX114FPTX #8 x 1-1/4'Ph.FH SMS @Bumper Stop 6S 116 419063 Screen Keeper Steel 21 19014 Reinforcement BarCo\er Rigid PVC 68 71696G S01 Plug PVC 117 76XIPPA NO 1"Ph.PH SMS Steel 22 190M Reinforcement Bar 6005-T5 Alum. 69 78185X Gemini Mortise Leek w/long Trim plate SteeVSS 118 1803/4 Screen Spline-.1ti0"8.165° Vinyl 23 10037M Fixed Panel Cllp 6063-T8 Alum. 70 71032X1 FPFX 10.32 x 1°Ph.FH MS @ Lock gg t19 1816C20 Screen Cloth Fice;glasa 24 19038M Reinforcement Plate 6063-TO Alum. 71 miles Handle Kl Cast Zinc TABLE E:STANDARD SCREEN 25 10017M Top Rail,Bottom Rail and Lockstile 6005-T5 Alum. 75 Kommeding 4SG TPS Spacer System r123 Part# Description Material 26 19040 Reinforcement Composite 78 Quanex SuperSpeoer nXrwgh Hot Melt Butyl See Sheet 27 19018M Intedock.300 Reinforcement,Sid. 6005-T5 Alum. 77 Quanex Dumseal 10 for 12033 Screen Frame Rail 6063 T5 AI Materiels 12OZBA Screen Frame-Side Rail(Latch) 6083 TS Al 28 19013M interlock.400 Relnfeicement,HD 6005-T5 Alum. 78 Cardinal X Edge Spacer 29 19018M Astragal Reinforcement 6005-T5 Alum. 79 Dow Coming 995 or GE 7700 Backbedding Sglcone 17383 Screen OXD Astragal Adapter 6083 TO Al 30 19083 Extended Pocket Interlock Adaptor 6063-TU Alum. 82 19044 IAMB'Baleled Baed Rigid PVC 4853K 3cmen Vinyl Astragal Adapter J7rgid PVC 31 19005 Interlock Adaptor Rlgld PVC 83 19045 1-1/1B"Ogee Bead Rigid PVC 190126 Fmme Sig Screen Addcn BOBS TB AI 32 19008 Astragal Add-on Rigid PVC Be 71726K Setting Block 1'x 4"x 1116',85+/-5 dum. Neoprene 6FP95K Bug Flap,85+/-5 dune. Vinyl 33 19004 Panel Stile,Top/Bottom Reg Rigid PVC go 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 126 78X112PSATS #8 x 1-1/2'Ph.PH SMS(Assembly) SS 34 1904D Interior Jamb Cofer 6053-TS Alum. 91 TOX114PHPT41 OX #8 x 1-114'Ph.PH SMS @ Reird Bar SS 127 12027S Comer Key Wheel Assembly(Standard) Nylon 35 1g076 135'ComerAstragel 6063-TO Alum. 92 710X1PHPTI"X #10 x 1"Ph.PH SMS @ Reg Support SS 129 7t2027S3 Corner Key Wheel Hardware Assembly(HD) 9S 38 19077 135'Comer Astragal Passive Mount 6083-TO Alum. 93 71OX115PPX #10 x 1-10 Ph.PH SMS @ Fxd.Pnl.Clip S6 129 _ varies Screen Locking Hardwam Steel 37 19079 136'Comer Astragal Cep-Ext. Rigid PVC 04 7lO)Q.6PHPTiM #10x 2-1/2'Ph.PH SMS @ Relnf.Plate/Ast. S9 130 710X34PPSDAX #10 x 3/4'Ph.PH SMS @Semen Aet. SS 38 19080 135"Comer Astragal Cap-Int. Rlgld PVC 05 71420X2.26FPFX #12 x 2-114"Ph.PH SMS @ Hdr.Block SS 131 7BX12PPSMSX #8 x l/Z Ph.PH SMS @ Door Ast. SS 39 19078 90"ComerAstmgal 8063-TB Alum. 96 710X1.76PPX #10 x 1.W Ph.FH SMS @Ast.Mount SS 132 1692/3/4 18creen Spline-.146' Vinyl 97 710)34PPX #10 x 3/4'Ph.PH SMS @ Ext.Pkt.Int. SS 133 1816C20 Screen Cloth Fiberglass 96 710X2PPX #10 x 2'Ph.FH S MS @ Keeper SS as PRODUCT REVISED , t1Yil!y,r// ',' Building Cod with the Florida NOA-No. 17-0420.07 �.\ rv�v9.••• !r.. 41 Expiration Date 04/21/2021 _: Q�•'• t,ICENs�'•;�(C VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 BY -* No.58706 Miami-Dade oduct Control' _-13 PARTS LIST £ J ROSOWSKI ^�'•, tT COPYRI INC. NO CHANGES THIS SHEET. 49 04/05117 ��•�.S•'•�<ORIDA..•'•�_��� NOTES: 1070 TECHNOLOGY DR �� iS�O I Lit 1)ITEMS#14-16,46-49,53-59,72-74,80,81,84,85,87-89,98&99 ARE NOT N.VENICE,FL 34275111 USED AND ARE NOT PART OF THIS APPROVAL. (941)480-1600 SGD-6470 NTS 21 OF 21 1 MD-5470.0 $ A A.LYNN MILLER,P.E.CERT.OFA ran P.F-#68705 I