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HomeMy WebLinkAboutProduct Approval 7'�EE� Ylani The Window and Door Replacement Company JUL 2 12011' PEI3:!'s11-TiiiNIG St. Lucie: C.ounbr, 'FL , s Q 7 REPLACEMENT COMPANY Investment Summary Manufacturer Order# Project All-inclusive $ 31 935.29 -Includes removal of old shutters, touch up painting and staining of new entry door. Total All-inclusive $ 31,935.29 Payment Schedule 50%Material Deposit $9,373.36 due upon delivery of materials Material Balance/Installation Draw 50/50 $15,967.64 due upon delivery of materials Installation Balance 50% $6,594.28 due upon completion of install 5/30/2017 Fred Beaulieu Engager Date Representative(s) The Window and Door Replacement Company a specialized division of the Window and Door Design Center of Florida 861Jupiter Park Drive—Suite E Jupiter,Florida 33458 11- MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION F(786)315-2599 wwvrQamJdird-eZRDy/eeonomv NOTICE OF ACCEPTANCE (NOA) PGT Industries,Inc. JUL 2 12 1070 Technology Drive, North Venice,Fl.34275 P E R`N1 1 T T i It,I Gi SCOPE: S1. Lucie Counbr) FL 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 qua'lity 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 wilh the E]Qrida Building Code, incJud n­g-fK_eTr1kft-,V1Cl10Di1_y f 111-1 11 1QE11: 0 i Series�-SGD 5570-Window"Vinyl Horizontal Sliding Glass Window(Reinforced)w/wo 90 DES TION: f w/ 0 900 -S d 1350 corners and w1wo Pockets-L.M.I. P ss In ,sheets APPROVAL DOCUMENT:Drawing o. 1 e my :ass in ow ,soheets I through 21 of 21,prepared by manufactuLeL dated 07/27/16,signed and sealed by Anthony L.Miller,P.E.,bearing the of Acceptance nun Miami- my Product Control Approval stamp wi of cceptance number and approval date by n Control 0 Product Lr d t Control tj tiami-Dade ounty Pro uct Control Section. t MISSILE IMPACT]RATING:Large and Small Missile Impact Resistant ations: 1. See table I (sheet7)and table 2(sheet� of this approved drawing set for applicable Window unit sizes, design pressures, reinforcements types, glass types,sill.riser(Table BI&B2)and anchors requirements. 2. See glass options in sheet 10.Product can be Exterior or Interior glazed.Interior glazed to be rotated 180() shown,such that"HSI'surface of laminated glass adhered to glazing leg. 3. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 4. Pocket walls under separate approval,to be reviewed by Building official. 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 consists of this page I and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E M1AME DADS COUNTY NOA No.16-0505.01 Expiration Date: August 04,2021 1K Approval Date: August 04,2016 Page 1 r 4 r i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC", expiring on 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for the "Sentry Glass (Clear and White)Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No. 14-0916.10 issued to Kura-ray America, Inc. for the"Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters of compliance to FBC 2014 (5th Edition)and"No financial interest", dated 05/02/16,prepared by PGT, signed &sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Test proposals#16-0152 dated 03/09/16 approved by RER,test proposal dated April 17, 2015 approved by Jaime D. Gascon, P.E. and# 10-0767, dated 08/25/10 approved by BCCO. Ishaq Y.Chanda,P.E. Product Control Examiner NOA No.16-0505.01 Expiration Date: August 04,2021 Approval Date: August 04,2016 E-2 SERIES 5570 IMPACT RESISTANT SLIDING GLASS WINDOW TABLE A:Graaf Anchor Substrate Frame Member Min.Edge Min. 'MIN.OF3THREADS INCLUDING POCKETS & 90011350 CORNERS Distance Embedment BEYONDSUBSTR T THE METAL P.T.P7Southern Pine HeadlsllUJamb 9116^ t3/8• SUBSTRATE.METAL GENERAL NOTES: #12,steel SMS (SG=0.55) P-hook 9116" '-W8" SUBSTRATE TO MEET MIN. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)ar410S.s. Aluminum,6063-T5• Head/Sill/Jamb 318° 118'0.125'min.thickness P-hook 318• 118" STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, Steel,A36• Head/Sill/Jamb 318" 0.060" REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PERASTM E1300. (min.11 0.060•min.thickness P-hook 318° 0.060" CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threads1m) Steel Stud,A653 Gr.33• Head/Sill/Jamb 318° 0.071"(14 Ga. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071'min.thickness P-hook 3/8" 0.077'(14 Ga.) BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114'Elco P.T.Southern Pine Jamb 1" 1-318' JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ultracon SG=0.55) P-hook 1° 1318' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4•Elco 410 P.T.Southern Pine HeaWSIIVJamb 1' 1318° FOR STEEL STUDS, k 1' 1318°h P 55 SG=0. ) P-hook 5)INSTALLATION SCREWS 8 FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreteFlex ( MIN.FU=45 KSI& ,s " 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. a #12test wood P.T.Southern Pine HeadlSilUJamh 9116" 11318screw G5 SG= P-hook 9116° 318' MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED Concrete P-hook 1" 1-318" (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 1/4•Elco min.2.85 ksi Head/SilVJamb VV161-318" "UNGROUTED CMU"VALUES REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; Ultracon Ungrouted CMU, Jamb 1" 1-114" MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; (ASTM G90) P-hook 1• 1-1/4" CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungrouted CMU, Jamb 1-314' 1-114' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 114•Elco 410 ASTM G90) P-hook 1314° 1-1/4• EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,(COMPONENT C S.S.CreteFlex Concrete HeadlSilVJamb 131161 1-314° FIMPACT RATING REQUIREMENTS). min.3.35 ksi) P-hook 1' 1-314' RATED FOR LARGE&SMALL 8)WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Head/Sill/Jamb 1.112' 1318' 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (min.ted M Jamb t-2" 13/8° MISSILE IMPACT RESISTANCE 114'Elco 18-8 Ungrouted CMU, Jamb 2" 1-114" 10)THE 5570 SERIES SLIDING GLASS WINDOW MAY ALSO BE KNOWN AS THE 570/2770 SERIES. S.S.Aggre-Gator ASTM G90P-hook 2" 1-1/4" DESIGN PRESSURE RATING P.T.Southern Pine Head/Sill/Jamb 1" 1318" SEE TABLES 1,2&B1,B2 ANCHOR NOTES: SG=0.55) P-hook 1" 1-318" ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete Head/SIIVJamb 2-112" 13181 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114"El.. (min.285 I P-hook 2-112" 1318" REQUIREMENTS. Ultracon Ungrouted CJamb 2-112° 1-114• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D (ASTM GP-hook 2-t!Y 1-t14' 3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL ConcreteaP-hook 2.1/2• 1314' Florida daldingC& Ndthde 1/4"Elao 410 (min.3.35 P-hoak 2.1/2° 1-3/8" Florida Buildiaa CodeIF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR Dmea�4a 4.zo�6GREATER.IXAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TOTHE S.S.CreteFlex UnAl" CJamb 2-1/2' 1-114" NOARmi.D d8-pr.&.AC ntSTRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORDASTMP-hook 2-112 1-114• Miam Dada p9ro}dI nx�cfn/on�tn t &TO BE REVIEWED BY THE BUILDING OFFICIAL. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED - GENERAL NOTES.............1 BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, INSTALL DETAILS..............3-6 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE i�., DP/ANCHOR TABLES........7-8 LENGTH OF THE SILL THAT.IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS 11-16 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANELTYPES...................17 t INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION SCREEN DETAILS.............20 �� tJY LYN SLIDING GLASS WINDOWS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON ALUMINUM DESIGN MANUAL,ADM-2010 �p ,•, IV THE GLASS/REINFORCEMENT. AlSIS100-07/S2-2010 PARTS LIST........................21 �`��; -ACENg� 2)LOCATE THE SLIDING GLASS WINDOW 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 USTED WIDTH AND/OR VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 HEIGHT. _ 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES 14 J ROSOWSKI =A '• z7 6 SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE �O,n OF kl�� DISTANCE. &� '�,�`�•'•:�ORIDA,.•'•���� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGc 'S REQUIRED DESIGN CERT.OF AUTH.#29296 x �� S •• PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE iAL 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6 ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. tt SGDOW NTS OF 21 �'� MD-5570W.0 0 A.LYNN MILLER P.E. (941)-480-1600 WINDOW � 1 P.E.p 68705 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 1&2 –Ni–, PER TABLES 1&2 ` MAX.UNIT a / e �°� MAX.UNIT / / a �� MAX.UNIT a a MAX.UNIT HEIGHT HEIGHT / / s HEIGHT a e IF HEIGHT a PER TABLES 1&2 PER TABLES 1&2 i PER TABLES 1&2 / / / z �W �w TABLES1&2 aocAtr J r°cKEr N J J J 1Y_J � J 1-PANEL A 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS e CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH � MAX.UNIT WIDTH � NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH 4 I PER TABLES 1&2X�� - TABLES PER TABLES 1&2 PER TABLES I&2 F— ° MAX.UNITHEIGHTMAX.UNIT a a � MAX.UNIT a 3 s PERHEIGHT 3 3 HEIGHT a �p 1&PERTABLESI&2 / PERTABLESI&21 ��Nr–J J 5-PANEL CONFIGURATIONS a 6-PANEL CONFIGURATIONS OUTSIDE COMER SH M.INSIDE COMM SMIAR MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 ` PER TABLES 1&2 1 MAX.UNIT a 3 3 3 3 3 B MAX.UNIT 3 3 3 3 3 3 8 Im HEIGHT 3 3 a / �w" HEIGHT 3 3 a a / ^Wu Approved as complying with the 5 Florida RuildingC PER TABLES 1&2 / / / / / / PER TABLES 1&2 / / / / / / / / x Apr Date aA/4i//!� l� vac J PO IN Miami Dade product control 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS F ny(G= CONFIGURATIONS NOTES: "X7=OPERABLE PANEL IT, 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB ^O"=INOPERABLE PANEL DLO HEIGHT WINDOW HE GDLO WIDTH NOM.PANEL IHTH118- 19/116^ ��```�pP1Y LYIyN''�.,�� LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,,pXXXX OR XXXXp.OXXX IN „P„=POCKET PANEL HEIGHT=WINDOW HEIGHT-2-1/2" POCKET CONFIGURATION CAN BE OXXXp. �1 2 90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS WINDOW NOA(LM) A 04/14/16 -*' No.X705 *= 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWSKI `� 7 a�I �� REVIEWED BY THE AUTHORITY HAVING JURISDICTION. a a '�<`'. F DPI ��\ �DETAILLETTER ® �o '�;�5 ''•��RIDP•.••' CERT.OFTH. iSz 4 FOR NOM.PANEL WIDTH,SEE TABLES 1&2. e 1070 TECHNOLOGY DRIVE t ONALIENG��� 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 (--SHEET NUMBER N.VENICE,FL 34275SGD-5570 m A.LYNN MILLER P.E. (941)-480-1600 WINDOW NTS 2 OF 21 c MD-5570W.0 4 P.E.n58705 DETAIL Al DETAIL B1 METAL TYP„SEE ANCHOR. THRU 1X WOOD ASTRAGAL DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INiO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4"MAX. REQUIRED IF WINDOW TYP.ANCHOR TYPE, HEIGHT IS OVER 96" 91 21 19 EMBEDMENTAND o 94 MAX 26^o.c. 22EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE—\ 50 71 a q o TABLE A,SHEET 1& DAYLIGHT NOTE 3,BELOW 10 NTERIOR 00 28 IFr—OPENINI — 25 —I d .. 8 I WIDTH I EMBEDMENT q a P Li Ll o o 31 8 •% \ d d I (4)THRU KEEPER @ MAX 98 EDGE EDGE /' " o� /"'",; 86 I 82 3.6^O.C.,SEE SHEET 19 LLLffff DISTANCES ..:' .; o SSE zs B4 I I EXTERIOR DISTANCE / SEE NOTE 6, 25 0 26 SEE NOTE 6, {/ � 27 D 2B THIS SHEET 1/4"MAX. —� 1X OR ZX WOOD THIS SHEET I I SEEN OTE 6, 9 / 32 THIS SHEET EMBEDMENT BUCKSTRIP,SEE SEE NOTE 6,THIS SHEET 29 #8 X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR NOTE 4,SHEET 1 L————— 63 PER STILE,LOCATED AT CENTERLINE AND 6", TYP.ANCHOR TYPE, PLATE AT HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY / EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION i DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& IL A2 INTERLOCK INTO MASONRY ASTRAGAL NOTE 3,BELOW DETA 2X WOOD BUCKSTRIP OR INroL A 21 REQUIRED IF WINDOW EMBEDMENT `` FACING INi, FRAMING,SEE ANCHOR t9 DAYLIGHT 91 HEIGHT IS OVER 98^ 1/4"MAX. rQ NOTE 3,SHEET 1 OPENING zz EDGE INTERIOR WIDTH I p DISTANCE 7 i I TYP,ANCHOR TYPE, I SEE NOTE 6,THIS SHEET EMBEDMENTAND 28 R z7 zs 1:1 R z5 I : EDGE DISTANCE PER d o e 93 23 8 TYP.ANCHOR TYPE, — SUBSTRATE,SEE a O EMBEDMENT AND p q -" TABLE A,SHEET 1& 31 q o a P EDGE DISTANCE I NOTE 3,BELOW PER SUBSTRATE, I �� I r1andveat,dcatnPl-k with the SEE TABLE A,SHEET rwriaa0a6a;o c,a EDGE o e D:m 8 tF j/� °d d 1&NOTE 3,BELOW NOAN -O o ,of 4)THRU KEEPER @ MAX — I EXTERIOR I Miami Daae Pmauct Control DISTANCE �0 99 3.5^O.C.,SEE SHEET 19 �•, StA1Al\\\tom L ------� DY . +— 1/4"MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRECTION. `��� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ` \� '..•,L.CENy.'. 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES,((( NO,587 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED VINYL SLIDING GLASS WINDOW NOA(LM) � 04/14!16 = *;' 05 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND)l 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIzoNrALRAILs INSTALLATION,HORIZONTAL X SECT. m J ROSOWSKI - 'Q FRAME ANCHOR LOCATIONS. a ° < -� sf ao !(�� O '•, 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ( ® � A, 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS S7 29 CERT.OFAUTH.N29296 m m° ' ��RIDA,.NG��`� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DRIVE 94 '�i,,�NAL IE\ THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD Ho N.VENICE,FL 34275 SGD-5570 A 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)480-1600 WINDOW NTS 3 OF 21 MD-5570W.0 92 LYNN P.E. EN 58705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 I DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTOMETALJ DADE APPROVED MULLION,FBC 1XBUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT DISTANCE DISTNCE� EMBED- EDGE DISTANCE MENT EMBEDMENT EMBEDMENT EMBEDMENT WOOD e e 1/4"MAX 1XOR2 a nn nn 1/4"MAX. 1/4"MAX. 1/4"MAX. Q BUCKSTRIP,SEE u CJ e / 60 ANCHOR NOTE 3, e TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND / ss SHEET 1 e EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE / 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET s e0 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / U LOCKSTILES, O 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS, 3 SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, FIXED STILES ) AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=WINDOW HEIGHT-11-1116" ANCHOR PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=WINDOW HEIGHT-2-112" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. AYLIGHO PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR 1 n with the HEIGHT HEIGHT NOTE 6, EXACT DIMENSIONS. rrroved us cnm a n t THIS SHEET VARIES WITH Florida aildin code REQUIRED NOA#Z6- os S•0 1 EXTERIOR POSITIVE Miami D2d5 Product Control 1 zs DESIGN .3901 FF By a l NyN� e2 PRESSURE, _ EXTERIOR et oR sz 7&8. .390—�—I Fes-- <:3 z5 oR 2e SEE SHEETS .390---1 Fes- 390 � 2.947 sa #42 SHOWN 1.793 2.370 4.041 GROUT AS 1 42 #43-05 ALSO APPLY .823 U2.887 3'464 1 9 7LL NEEDED,SEE ANCHOR NOTE 13 n `: 9 2 12 P 2_1 TOTAL 060 IJ •060 060 060 5,SHEET 1 e 0 1/4"MAX. O s o SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER �ttttll ltt�� d� ®Q. d�� 42(2-1/2"TOTAL O(3-112"TOTAL Is SILL O(45/8"TOTAL \�,,1`'OtV LY/yN�'�i,� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �C� `I�ENSF �1GE C�% EMBED- 04/14116 f° + EMBEDMENT DISTANCE VINYL SLIDING GLASS WINDOW NOA(LM) $ 04/14!16 `*� No.5a705 EDGE TYP.ANCHOR TYPE, NP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. m J ROSOWSKIrDISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENTAND ® � ��:�[V�� EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE '�F P<ORIDA,.•' yCaONCR�* TEICMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, CERT.OF AUTH.#29296 "; ••••••CHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DRIVE �o �'�is;0NALIENG`� REQUIREMENT � SHEET 1&NOTE 3, � SHEET 1&NOTE 3, N.VENICE,FL 34275 SGD-5570 A.LYNN MILLER.P.E. INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 WINDOW NTS 4 OF 21 R z MD-5570W.0 z O rl9" P.E.#56705 0—vim Q 71 INTERIOR 38 71 19 (4)THRU KEEPER 2 INTERIOR Q OOR 28 69 98 @ MAX 3.5"O.C., OOR 26 37 98 MAX 18.5"O.C. INTERIOR 33 SEE SHEET 18 36 19 1 INTERIOR DETAIL H2 90, 98 (4)THRU KEEPER @MAX ('to o EXTERIOR OUTSIDE CORNER 3.5.O.C.,SEE SHEET 19 ti.l o o d 90' 4 69 u u O INTERIOR Q �❑ 25 R 26 �� 94 MAX 18.5'O.C. EXTERIOR �R EXTERIOR _ TI nn a1 v 135° V 33 39 q o DETAIL G1 \ DETAIL H1 MAX 18.5"O.C.(g4 ❑� 135• O,p gp• INTERIOR d INSIDE CORNER OO INSIDE CORNER � 40oU EXTERIOR a (4)THRU KEEPER 69 EXTERIOR 98 @ MAX 3.5.O.C., S�I 1 SEE SHEET 19 v _ ��gp 19 2 0 0 8 �OO 135° Q INTERIOR - 2 App�aa-RmPlyig� with the 110 -0OAH IG-OSO •bf Mlwni Dade Pmduct Comol NOTES nr.lSln.� •L�•�� q c 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. --t 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 0. 2 2s DOD QUANTITIES,SEE TABLES 1&2. 33 38 o a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, 3s DEPENDING ON CONFIGURATION. � � E•.,4 MAX 18.5"O.C.96 P 19 69 4, VINYL SLIDING GLASS WINDOW NOA(LM) 0 04/14/16 `* No.58705 :. (4)THRU KEEPER @MAX 98 EXTERIOR - 3.5•o.c.,SEE SHEETI9 CORNER ASTRAGAL HORIZ.X-SECT. m J ROSOWSKI '0 DETAIL G2 � S o UTSIDE CORNER ® a xx3! ' F F<ORIDP, O .•'•���� CERT.OF AUTH.N29296 m� ' 1070 TECHNOLOGY DRIVE a�4 �i,,�NAI. 13111 N.VENICE,FL 34275 SGD-5570 NTS 5 OF 21 MD-5570W.0 A.LYNN MILLER,P.E. (941)-480-1600 WINDOW � u'S P.E.p 58705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL .s; . CONCRETE/CMU ANCHORS FOR �o Q 21 EDGE CONCRETE/CMU OR E/C INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT DISTANCE JAMB . si AND EDGE DISTANCE PER REQUIREMENT 33 2627 SEE FIG 1, SUBSTRATE,SEE TABLE A, THIS SHEET SHEET 1&NOTE 3,BELOW INTERIOR POCKETS MUST 30 FIGURE 1.INTERLOCKS AT POCKETS: o .:.wl..�•� INCLUDE A NON-STRUCTURAL, .,.�,. 1s FOR WINDOW HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER `• 21 d o OPT. EMBEDMENT ANCHOR 31 �q INFILTRATION. 1/4"MAX. 16 ` POCKET BY OTHERS,SEE r �� 17 OPT. b ;.{ ' 17 OPT. NOTE 6 BELOW. d EXTERIOR p� FOR WINDOW HEIGHTS OVER 96" i' MENT• OPT. 1!4"MAX. Il d ".. ...• e.', ANCHOR 15 s7 21.9„ CONCRETE/CMU SEE FIG 1,31 d q MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR THIS SHEET AND EDGE DISTANCE PER EDGE PER ANCHOR 2e 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 2z s1 21 TYP.ANCHOR TYPE,EMBEDMENT MEAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BEL O 2X WOOD BUCKSTRIP OR THE MEEDGEAL SUBSTRATE DISTANCE NOTE13,SHEEE ETANCHOR EDGE DISTANCE OPT.ANCHOR DETAIL 13 OPT.ANCHOR INTO METAL I EMBEDMENT I 17 OPT. 17 OPT. EMBEDMENT DETAIL 14 Arcp- o ode ''" 1/4" o Flo u1n Bwldm ode 1!4"MAX. q o MAX. q INTO WOOD pytc o8 0 I EXTERIOR NOA# /L-GAO S b Wt 1 Mhani Oslo product Ctontro\l 10 SEE FIG I,31 a� SEE FIG 1, d THIS SHEET o Illy -_ THIS SHEET 30 28 EXTERIOR 62 22 I l 26 21 01 v \1.1111111//] EXTERIOR POCKET EXTERIOR POCKET \�.�NONY.LYNA, Pt1�.• LICENSE•,�(�� VINYL SLIDING GLASS WINDOW NOA(LM) 0 04/14/16 `*: No.5870s NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,'HORIZ.X-SECT. a J ROSOWSKI 2)REFER TO ANCHOR NOTES,SHEET 1. :j 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® a �T'•, 5 A E ��(/` 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF A"' mszss ° a 1070 TECHNOLOGY DRIVE mP 5 INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. NAL E\\\ 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 �� 111111111 \ AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 WINDOW NTS 6 OF 21 g MD-5570W.0 A.LYNN MILLER,P.E. P.E.#56705 TABLE 1: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO Design Pressure(DP)and Anchor Quantities Required(for all approved configurations on Sheet 2) ACHIEVE THE DESIGN PRESSURE,USING THE Use this table for. Window Height ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,3 or 5 30" 36" 48' 60" 72" 84' 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 16-15116"DLO Height 24-15/16"DLO Height 36-15116"DLO Heig t 48-15'16'DLO eight 60-15116"DLO Height 72-15116'DLO Height 8415/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ADDITIONALLY,THE MAXIMUM POSITIVE DP DUE Std.Interlock Reinforcement#27 A B C D A B C D A B C D A B C D A B C D A B C D A B C D TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, Design Pressure +60/-60psf +60/-60psf +60/-60ps/ +60/-60psf +60/-60ps/ +60/-60psf +60/-60ps/ SEE TABLE BI,THIS SHEET. 19-118' Heed/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 q+1 C3+1 C3 1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 #OF ANCHORS THROUGH THE HEAD&SILL. 24" DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 (EX:FOR C3+1,3 ANCHORS CLUSTERED AT Width PANEL MEETING POINT AND 1 ANCHOR P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 8 8 6 7 7 7 7 8 B 8 8 Design Pressure +60/-60psf +60/-60ps/ +60/-60psf +60/-60ps/ +60/-60ps/ +60/-60psf +60/-60psf REQUIRED AT MIDSPAN OF PANEL). 251/8" Head/Sill C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 q+1 TOTAL#OF ANCHORS THROUGH THE JAMB. 30• Width Jamb 2 -2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 THE#OF ANCHORS REQUIRED THROUGH THE r Width P hock 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 s 6 8 8 7 7 7 7 e e B 8 P-HOOK,PERPENDICULAR TO THE GLASS. Design Pressure +60/-60ps/ +60/-60psf +60/-60psf +60/-60psf +60/-60psf +60/-60psf +60/-60psf 31-1/B' Heed/Sill C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+11'C3+1 C3+1 q+1 q+1 q+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 q+1 q+1 C3+1 C3+1 C3+1 q+1 a 36' DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 Width P-hook 3 3 3 3 3 3 3 1 3 4 1 4 4 1 4 5 5 5 5 6 6 6 8 7' 1 7 7 1 7 8 8 B 8 z Design Pressure +60/-60 ps/ - +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +601-60 psf +60/-60 ps/ Z 37-1/8" 42' DLO Head/519 C3+1 C3+1 q+1 C3+1 C3*1 C3+1 C3+1 C3+1 q q +1 C3+1 +1 C3+1 C3+1 C3+1 Cq q q q q 3+1 +1 +1 +1 +1 +1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 Approved as WMPlying rVM 1110 Width Florida Building Coda P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 (Yate oA/e y/ld Design Pressure +60/-60psf +60/-60psf +60/-60psf +60/-60psf +60/-60ps( +60/-60psf +60/•60psf NOA# 4 -osoS.OI 43-1/8" Head/Sill C3+1 C3+1 q+1 C3+1 C3+2 C3+1 C3+1 q+1 q+2 q+1 I C3+1 I C3+1 C3+2 C3+1 I C3+1 I C3 q+2 C3+1 I C3+1 I C3+1 C3+2 1 1 C3+1 I C3+1 C5+2 C3+1 C3+1 q+1 Mini Dade Produce Control ` 48• DLO Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 5 BY !Sf` P-hook 3 1 3 3 3 3 1 3 3 3 1 4 1 4 1 4 1 4 1 5 1 5 1 5 1 5 1 6 6 1 6 1 6 1 7 11 7 7 7 8 6 1 8 8 USED IN EXAMPLE ON SHEET 9 TABLE Bi: Water-Limited SILL NOTE: (+)Design Pressure 'PASS-THROUGH WINDOWS FOR SERVING FROM A SINGLE-FAMILY KITCHEN,WHERE PROTECTED BYA ROOF E444-- ill Max.( )pp OVERHANG OF 5 FEET(1.5 M)OR MORE SHALL BE EXEMPTED FROM THE REQUIREMENTS OF THE WATER * INFILTRATION TEST."(PER FBC) t Allowed " See Sill Note IF EXEMPTED FROM WATER INFILTRATION TEST REQUIREMENTS: " +38 7 psf YOU MAY USE ANY SILL RISER,OR NO SILL RISER.THE MAXIMUM+DP IS GIVEN IN TABLE 1. " +60.0 psf IF NOT EXEMPTED FROM WATER INFILTRATION TEST REQUIREMENTS: ' +60.0 psf YOUMUST USE A SILL RISER(#42-#45).THE MAXIMUM+DP IS GIVEN IN TABLE B1 FOR THE CHOSEN SILL RISER. " +60.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16" \\\ Y LY wwrr� DLO HEIGHT=WINDOW HEIGHT-11-1/16" ��\ ���N....... PANEL HEIGHT WINDOW HEIGHT-2-1/2" Q�.• F * No.5atS 4, VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 = *- TABLE NOTES: m - '• Z / 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER DP&ANCHOR QUANTITY TABLE J ROSOWSKI ;0,p'• s ?r p TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. ® as 'SFS,'•��oRloP••'� 2)SEE SILL RISER TYPES ON SHEET 4. CERT.OFAUTH.N29296 ��g ,5/O 3)4)REFER TO ANCHOR NOTES,SHEET 1.SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE a cg r�/,'NAI Ij i t, a� 5)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING N.VENICE,FL 34275 WINDOW NTS 7 OF 21 MD-5570W.0 A.LYNN MILLER,P.E. (941)-480-1600 WINDOW VY � P.E.#58705 TABLE 2:. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO Design Pressure(DP)and Anchor Quantities Required(tor all appro%ed configurations on Sheet 2) ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Use this table for. Window Height SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Glass Types 2 or 30" 36' 48' 60" 72' 64' 96' Astragal Reinforcement#29 18-15116'DLO Height 24-15116'DLO Height 36-15/16°DLO Height 48-15116"DLO Height 60.15116'DLO Height 72-15/16'DLO Height 8415116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. DUE LDckstlleReintercement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor roup ADDITIONALLY HEIGHTHE T MAXIMUM POSITIVED DERE HD Interlock Reinforcement#28 A B C D A B C D A B C D A B C D A B C D A B 11=—A_FB C D TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, Design Pressure +100/-loops! +f00/-100ps/ +00 -uopsf +100/-loops/ +100/-100 psf +100/-loops( +00/-100psir SEE OF ABLE B2, SHEET. 19.118° Head/Sill C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 q+1 2V q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C5+1 G3+1 C3+1 q+1 #OF ANCHORS THROUGH THE HEAD&SILL. 24' DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 (EX:FOR C3+1,3 ANCHORS CLUSTERED AT Wdth PANEL MEETING POINT AND 1 ANCHOR Pdlook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 8 8 7 7 7 7 8 8 9 9 REQUIRED AT MIDSPAN OF PANEL). DesignFessune +100/-100psf +100/-luupsf +100/-100psf +100/-loops/ +100/400psf +100/-100psf +100/-loops! 25-UB' Head/Sill C3+1 q+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 q+1 q+1 q+i q+1 q+1 q+1 CS+1 C3+1 q+1 q+1 C5+1 q+1 C5+1 C3+1 TOTAL#OF ANCHORS THROUGH THE JAMB. 30' DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4- 4 4 4 4 4 5 4 5 5 6 5 5 5 7 5 Wdth THE#OF ANCHORS REQUIRED THROUGH THE P hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 B B B 6 7 7 7 7 8 8 8 8 P-HOOK,PERPENDICULAR TO THE GLASS. Design Pressure +100/-100psf +100/400psf +100/-loops! +100/-100ps/ +100/-loops f +100/400 ps/ +100/-100 ps/ 31-118' Head/Sill C3+1 103+1 G3+1 C3+1 C3+2 C3+1 C3+1 I C3+1 q+2 C3+1 I C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 'C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 36' DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 6 5 5 5 7 5 t Width v P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 Design Pressure +100/-100psf +100/400psf +100/-100ps/ +100/-100psf +100/-100psf +100/40opsf +100/-loops/ 37-118' HeadlSill C3+2 q+1 C3+2 C3+1 C3+M2 + q+1 C3+2 C3+2 C3+2 C3+1 C3+2 q+2 q+2 q+1 C5+2 C3+2 C6+21q+1 C5+2 C5+2 C5+2 63+1 C5+2 C5+2 C5+21q+1 a 4Y DLO Jamb 2 2 2 2 3 3 3 3 3 3 4 4 5 4 4 4 8 4 5 5 7 5 5Wtlth 3 3 4 1 4 1 4 1 4 5 5 5 5 6 1 6 1 6 1 6 7 1 7 1 7 7 8 B 6 8 Appmved nv complying With dw z Design Pressure +100/-JOOpsf +100/-100psf +100/-100psf +100/-loopsf +100/-100psf +100/-10ppsf +920/-920pst' Florida BuildingCD,0 43-118' //G 48' DLO HeadlSlll C3+2 q+2 q+2 q+1 C3+2 q+2 q+2 C3+1 q+2 C3+2 C3+2 q+2 q+2 C3+2 q+2 C3+2 C5+2 q+2 CS+2 C3+2 C5+2 C5+2 C5+2 q+2 C5+2 C5+2 C5+2 C5+2 nate o�/O�f Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 5 4 4 4 8 4 5 5 8 5 5 5 9 5 NOA# o W dth 1diDmi node Product coanol P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 8 8 6 7 7 8 8 8 8 Design Pressure +80/-80ps/ +80/-80 psi +80/-80psf +80/-80psf +80/-60pst' +80/-80 ps/ +80/=80 psf 49-118' Head/Sill q+2 C3+2 C3+2 q+2 C3+2 q+2 q+2 C3+2 C3+2 C3+2 q+2 q+2 C3+2 q+2 C3+2 C3+2 C5+2 C3+2 C3+2 G3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 54' DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 7 5 5 5 8 5 Width P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 B 7 7 7 7 8 8 B B Design Pressure +80/-80psf +80/-80psf +60/-80psf +801-80psf +80/-80psf +80/-80 psf +80/-80psf 55.1!6' Head/Sill C3+2 C3+2 C3+2 q+', q+2 q+2 q+2 C3+2 C3+3 C3+2 C3+2 C3+2 C3+3 q+2 C3+3 C C5+3 C3+2 C3+3 q+2 C5+3 C3+2 C5+3 q+2 C5+3 C5+2 C5+3 C3+2 60' DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 45 5 7 5 5 5 8 5 Width P-0oak 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 8 B 8 8 7 7 7 7 8 8 B _ 8 +/-100.0 PSF FOR ANCHOR GROUPS B,C&D. TABLE B2: Water-Limited SILL NOTE: (+)Design Pressure "PASS-THROUGH WINDOWS FOR SERVING FROM A SINGLE-FAMILY KITCHEN,WHERE PROTECTED BY A ROOF OVERHANG OF 5 FEET(1.5 M)OR MORE SHALL BE EXEMPTED FROM THE REQUIREMENTS OF THE WATER Sill Nom.Sill Max.(+)DP /NFILTRATION TEST."(PER FBC) Riser Height Allowed None 1-11/16 See Sill Note IF EXEMPTED FROM WATER INFILTRATION TEST REQUIREMENTS: YOU MAY USE ANY SILL RISER,OR NO SILL RISER.THE MAXIMUM+DP IS GIVEN IN TABLE 2. 42 2112" +38 7 psf DLO WIDTH=NOM.PANEL WIDTH-8-9116" \t0 t t 43 3-1/2" +60.0 psf IF NOT EXEMPTED FROM WATER INFILTRATION TEST REQUIREMENTS: DLO HEIGHT=WINDOW HEIGHT-11-1116" 44 41116' +60.0 paf YOU MUST USE A SILL RISER(#42-#45).THE MAXIMUM+DP IS GIVEN IN TABLE B2 FOR THE CHOSEN SILL RISER. PANEL HEIGHT=WINDOW HEIGHT-2-1/2" 45 4-518" +100.0 psf �'• No.587 •�� VINYL SLIDING GLASS WINDOW NOA(LM) f 04/14/16 =�k: 05 TABLE NOTES: DP&ANCHOR QUANTITY TABLE 14� J ROSOWSKI 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER ® < <gO�., s ATE 7 / TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. 8 '% (� ''•P(ORIOA..• 2)SEE SILL RISER TYPES ON SHEET 4. CERT.oFAUTH.#2szs8 m m.9 i,�Ssl' •••...•• �tj`�. 3)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE a �r,1ONAL 4)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 SGD-5570 A LYNN MILLER.RE 5)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 WINDOW NTS 8 OF 21 oe MD-5570W.0 P.E#58705 EXAMPLE: Q SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE IN RIOR CENTERLINE CENTERLINE Q0 INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, 6' _ CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKETBY If OTHERS,SEE NOTE 6, SHEET 6 ^+2' •r2"ANCHORAGE, 25-318°MAX. 6„ ANCHORAGE, "+2'ANCHORAGE, MAX. 6'MAX. SHEET 12 SHEET 12 SHEET 12 'C3"CLUSTER, C3"C1 EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO AID IN BE ADDED INFIELD AS NEEDED TO 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 OF INTERLOCK ANCHOR INFORMATION. 6° CENTERLINE CENTERLINE CENTERLINE MAX. OF PANEL OF PANEL OF PANEL POCKET BY o 0 0 EXTERIOR INTERIOR OTHERS,SEE NOTE 6, o 0 o 0 o o 0 SHEET6 .+2" 25-3/6'MAX. 6• '+2'ANCHORAGE, '+2'ANCHORAGE, MAX. ANCHORAGE, SHEET 11 SHEETII .C3'CLUSTER, "C9'CLUSTER, SHEETII EXTERIOR SHEET 11 SHEETII ENDANCHORAGE 1Z'MAX. 21.6' FRAMEJAMB SEE POCKET JAMB (MIN. ANCHOR) MAX. REQUIRED aQ INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60%60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER PRESSURE REQUIREMENTS. TO BE 25.3/8 D.C.OR LESS FOR WOOD INSTALLATION USING ANY Head/Sill q+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 Approved as complying with the 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 FlOridn HuilJ'n o • aSfa�f�L Dote 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: Muni o Proddi,aControl 6'MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS ATLN CENTERLINE OF END PANEL ` 6' THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE TO AID IN O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER ALIGNMENT MIDSPAN OF EACH PANEL. P-HOOK ANCHORAGE JAMB ANCHORAGE SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE P�T 1ICENSF ���� (SEE SHEET 6) (SIDE VIEW) MIDSPAN OF EACH PANEL. a No.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS WINDOW NOA(LM) 8 04/14/16 _ �{ FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL =17 _— A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT WINDOW EXAMPLE J ROSOWSKI ;BO0 .. `G �tY; LOCATIONS OF CROSS-SECTION DRAWINGS. ''• F OF B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN $ '�C�S. .........•'0? D)SHEETS 4&118 FOR EXTRUSION CROSS-SECTION DRAWINGS-C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND L: 1070 TECHNOLOGY DRIVE m CERT.OFAUI ��'�/"'I I I I1 1EN.�`� HEAD&SILL:SHEET 4 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 SGD-5570A.LYNN MILLER,P.E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480-1600 WINDOW NTS 9 OF 21 fig# MD-5570W.0 P.E.N 58705 1-1/16"NOM. 3116"HS GLASS 7/16"NOM. 7/16"NOM. .090"PVB 3116"HS GLASS 3116"HS GLASS 3/16"ANN GLASS 75 76 NOTES: 1)BACKBEDDING SURFACES SHALL NOT .090"PVB .090"SG 7/16"AIR SPACE 7a BE PAINTED OR LAMINATED. 3/16"ANN GLASS PAINTED/ 3116"HS GLASS 3/16"T GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR PAINTED/ PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE LAMINATED LAMINATED 92 OR 83 LAMINATED e9 "HS"SURFACE OF A LAMINATED GLAZING OR et SURFACE OO ai SURFACE SURFACE a EXTERIOR — —— a EXTERIORI— —— c]EXTERIOR .� UNIT IS ADHERED TO THE GLAZING LEG. PRODUCT IS"EXTERIOR- \I PRODUCT IS"EXTERIOR- \ PRODUCT IS"EXTERIO - \ I D 1 GLAZED'IF 080-81 IS 71e'NOM. GLAZED"IF# T 7!8"NOM. GLAZED"IF 7182-83 IS TOWARDS THE EXTERIORR .I I 7/8"NOM. "ANN"=ANNEALED "HS"=HEAT STRENGTHENED TOWARDS THE EXTERIOR.I � I GLASS TOWARDS THEE EXTERIOR. XTERIOR.I I GLASS GLASS BITE I I BITE I I BITE "T"=TEMPERED a INTERIOR I Y a INTERIORINTERIOR "PVB"=.090"BUTACITE®PVB INTERLAYER Cj i BY KURARAY AMERICA,INC. PRODUCT IS"INTERIOR- I PRODUCT IS"INTERIOR- I I PRODUCT 15"INTERIOR- .I "SG"=,090°SENTRYGLAS©INTERLAYER GLAZED"IF#80-81 IS I 79 GLAZED'IF#80-81 IS I 79 GLAZED'IF#82-831S I 79 BY KURARAY AMERICA,INC:. TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. 85 86 SEE NOTE 2, SEE NOTE 2, SEE NOTE 2, THIS SHEEP THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE M HOT-MELT BU1-1/16"NOM. 1-3/16"NOM. STRUCTURAL 3116'HS GLASS 3116"ANN GLASS STRUCTURALSILICONE 3/16"NOM. .090"SG 9/32"AIR SPACE 1/4"NOM. FOAM HEAT-MIRROR FILM POLYISOBUTYLEN WITH 3/16"HS GLASS 75 78 .090"PVB WITH DESICCANT DESICCANT 77 78 9132"AIRSPACE 7/16"AIR SPACE 3116'HS GLASS EXT.GLASS EXT.GLASS 3116"T GLASS 3/16"T GLASS PAINTED/ PAINTED/ 82 OR 63 LAMINATED 84 a, LAMINATED SURFACE SURFACE aEXTERIOR � a EXTERIOR - ' INT.GLASS INT.GLASS PRODUCT IS"EXTERIOR- I \ PRODUCT IS'EXTERIOR- I \I GLAZED'IF#82-83 IS I 7/8'NOM. GLAZED"IF#841S 718"NOM. TOWARDS THE EXTERIOR.I D GLASS TOWARDS THE EXTERIOR.I I GLASS 75 KODISPACE 75 SUPER o I I BITE I I BITE w 4SG TPS SPACERR NXj rM �P,m'Yd as complying will Brc a INTERIOR I a INTERIOR I Florida Buii ngC PRODUCT IS"INTERIOR. I I PRODUCT IS"INTERIOR- I Gate oS O �6 ALUMINUM GLAZED"]F#82-8315I NORM /¢_ac7]5.OI I I 79 GLA7ED'IF#8415 I 79 Miami Dade Pradutt Conzol REINFORCEMENT POLYISO- DESICCANT FILL AREA TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.I D BUTYLENE Y. 5/16"NOM. SEE NOTE 2, as n ae 5/16"NOM. SEAL SEE NOTE 2, BUM& SILICONE SEAL THIS SHEET THIS SHEET ROLL-FORMED �1Y LYNN7'' DESICCANT GLASS TYPE 4 GLASS TYPE 5 , FOAM STAINLESS STEEL ��� EXT.GLASS P� LI'OENSF•.,����i EXT.GLASS '•� % A VINYL SLIDING GLASS WINDOW NOA(LM) $ 04/14/16 No.58705 GLAZING DETAILS 1, J ROSOWSKI =7] INT.GLASS INT.GLASS < < C)� S A O� DURASEAL� XLEDGE ® g r o '��s'•czORIDP..• n 7a 1070 TECHNO OGY DRIVE �296 �17 L)1vAL 1ENG�� 0 SPACER SPACER N.VENICE,FL 34275 )GD-5570 g A.LYNN MILLER,P.E. (941)-480-1600 WINDOW S3 NTS 10 OF21 MD-5570W.06� p.E#68705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK INTERLOCK PANEL CENTERLINE PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE ° o o ° o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"C3' 2-TRACK CLUSTER'C5" 2-TRACK INTERMEDIATE TL 2-TRACK INTERMEDIATE V 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" CENTERLINE CENTERLINE ¢" CENTERLINE 4" 0 0 0 EXTERIOR M3.22" EXTERIOR 3.22" EXTERIOR 1 EXTERIOR 3.22 EXTERIOR 3-TRACKCLU3 TER'C3' IJ 3-TRACK CLUSTER'C5- �J 3-TRACK INTERMEDIATE �J 8-TRACK INTERMEDIATE �J 3-TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+I^ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3°ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" 0 or o. 0 W3.22- EXTEERI,IOR 3.22" EXT�ERIIOR EXT�IE�IRyIOR EXTTE�RIIOR EXTTE�IRIIOR �/ 4-TRACK CLUSTER v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE v 4-TRACK 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 SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 1-1 DISTANCE IS 2.375" 2.375' 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: HeagTill 1 �`�\\`,NY ILYNT T"',,. Jamb 5 �� ,`�0•,.......!v�� FIGURES PERTAIN TO THE FOLLOWING SILL P•llook 7 LiCENS' CLUSTER ANCHOR LOCATIONS: •13 *:' No.56705 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 ANCHOR LOCATIONS A €m J ROSOWSKI '• `�:��; Approved as wmPlyWg with Rn O ' S A Florida Ciuildin ® SDal° ob o i���t`s•'•F,��RIDP,.•.•'��`. CERT.OF AUTH.#29296 a � Miami od'e 050 -Ul /'�siS,/�NALI�NG Head/Sill C3 1 1070 TECHNOLOGY DRIVE PJamb 5 hook 7 N.VENICE,FL 34275 ey ISG �• �i4 $ SGDD070 11 NTS FIF11 OF 21 MD-5570W.0 $ A LrP E.#Sa OSP E (941)-480-1600 WINDOW HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4^ INTERLOCK-7 NTERLOCK 4" PANEL CENTERLINE 4" PANEL_ 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3,22" EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22 EyEERIIOR 2-TRACK CLUSTER'C3' 15 2-TRACK CLUSTER'C5" 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 CENTERLINE4" CENTERLINE 4' CENTERLINE CENTERLINE CENTERLINE 4" 4.75" LA EXTERIOR �t 3.22" EXTfE�RIOR --�+ 3.22" EXTJE�RIOR EXTIATE �fE1RyIOR EXTERIOR '�+ 3.22" 3-TRACK CLUSTER'C3" `J �/ 3+l''ANCHOR OCACK TA ON v '-2'ANCHOR LOCATIONS 'EDATE +-3'ANCHOCK R LOCATIONSINTERMEDIATE 3•TRACK CLUSTER"CS' ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL 012 PANEL PANEL PANEL INTERLOCK INTERLOCK—- CENTERLINE CENTERLINE CENTERLINE 4 CENTERLINE 4" CENTERLINE 4' IXTERIOR 3,22" EXTE—IRIIOR 3.22" EXTCEERRIIOR EXTERIOR EXT�EnRyIOR 3.22" 15 4-TRACK CLUSTER v 4-TRACK CLUSTER +l°ANCCHOR LLOCATON DIATE ¢ ANCHOTRACK R LOCATIONSMEDIATE+2• ¢ANCHOINTERMEDIATE'-3" 0 ATIONS+3• 'C3ANCHOR LOCATIONS "C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375' 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" 2.375" FOR ALL HEADS: Head/sill c 1 y�`'�tNY1LYN '-", FIGURES PERTAIN TO THE FOLLOWNG HEAD. Jamb 5 - \�� /V ., F-hook 7 CLUSTER ANCHOR LOCATIONS: `�P��,•' yfCENSF•.;��`�i VINYL SLIDING GLASS WINDOW NOA(LM) $ 04/14/16 =*: No,55705 *= ANCHOR LOCATIONS B £ J ROSOWSKI Appro"d as—plying with the0'. S A Florida Bwldto C T'. ��.s'•....... C3 DA,.•' �C��.` CERT.OF AUTH.#29296 NOA# K-•dCOS•DI Head/Sill 1 a Mwni Dade Product C-111101 .�i s� • Jamb 5 1070 TECHNOLOGY DRIVEa �i �NALtE��`�� P-hook 7 N.VENICE,FL 34275 SGD-5570By A.LYNN MILLER,P.E. (941)-480-1600 WINDOW NTS . 120F21 19011 MD-5570W.0i P•E.#55705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TGTNEFGUGwNG ANIS ANCHOR LOCATIONS: 2.375" —� r~ 4.75" 7.125" 6" EI MAX. 21.6" 21.6" 21.6" HL.5L-11 q+1 J MAX. MAX. MAX. amb 5 O.C. EXTERIOR O.C. EXTERIOR O.C. Exr� P-hook 7 OPT.ANCHOR� TO AID IN ALIGNMENT 6" B. 6" NOTES: MAX. ULU MAX. MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. 3 AND CK JAMBS, 2-TRACK FRAME 3-TRACK FRAME I 4 TRACK FRAME BELOCATED N ADJAC NT TRACKS RS MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 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- 3 .500" I SILL SILL SILL EXTERIOR ' EXTERIOR 4 EXTERIOR 6"MAX. (3)TRACK WEEP HOLES OPT.ANCHOR EVERY 24"@ 1.125"X.190";�\ (6)TRACK WEEP HOLES \ 1 WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190";� — (10)TRACK WEEP HOLES TO AID IN ( ) EVERY 24'@ 1.125"X.190 ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY 24"@ 1.375"X.500- 24"@ 1.375"X.500- NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) rrll 2)SEE SHEET 6 FOR INSTALLATION DETAILS. � LYNry ll/ \�. ON.. ,,, FIGURES PERTAIN TO THE FOLLOWING POCKETJAMa �� �ICENgF /CC P_HOO ANCHOR LOCATK)NS: Z. No.58705 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 _ w o ax La D m ��`•Q. �ANCHOR LOCATIONS CJ ROSOWSKIa APProvedw<"mpb�ylwite t7T, o. Ta Florida teB 'ZORIDPC ,. •'G�C��. CERT.OF AUTH.#29296 d NOA# -•o •O 1S H6adISIII C3+1 z � Miami 0,6,Product Control ��/I��NA�I�N��\ Jamb 6 1070 TECHNOLOGY DRIVE d ny P-hook 7 N.VENICE,FL 34275 SGD-5570 A.LYNN MILLER,P.E, (941)-480-1600 WINDOW NTS 130F21 j MD-5570W.0 9 P.E.#58705 IN HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: Po LowiNG9 CORNS SILL ANCHOR LOCATIONS: 90° o 4" 4„ 4" 4„ 4" 4" 4" 4" 0 0 o Head/ 1 3.22" EXTERIOR 3.22 EXTERIOR - ° Jamb 5 2-TRACK 90°CORNER 2-TRACK 90'CORNER P-hook 7 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS 2-TRACK 90.CORNER EXTERIOR 2-TRACK 90 CORNER EXTERIOR (USE WHERE'CT IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (, (USE WHERE'C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) \J 16A 4' 4" 4" 4„ 4^ 4„ 4" EXTERIOR 8.22" EXTERIOR 3.22" 3.22" 3-TRACK 90'CORNER ,J�, 3-TRACK 90°CORNER rl 3-TRACK 90°CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR "C4'ANCHOR LOCATIONS �/ 'C6'ANCHOR LOCATIONS �J •C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS I-1 Florida 'S S ding Codz (USE WHERE"C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) USE WHERE'C5"IS SPECIFIED) `J NOA,1 f D ' Miwui ode Product Control)\ By (S V\ � ``\`tt�lnlrlrrr�r 4^ 4.. 4„ 4" �� OXAY LYNN o Z*: No.58705 4" Ly &;;� I utt �'. STA—0 (V�� 3.22" 4" 3:22" :,C�s •.c[ORIDA.. 4-TRACK 90°CORNER EXTERIOR 4-TRACK 90°CORNER EXTERIOR 4-TRACK 90"CORNER EXTERIOR 4-TRACK 90°CORNER EXTERIOR ''',S/ONAL ENG 'C4'ANCHOR LOCATIONS 'C6•ANCHOR LOCATIONS •� •Cy ANCHOR IACATIONS "C6'ANCHOR LOCATIONS rr!r I I I I t o t\` (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#56705 FIGURES PERTAIN TOTHE FOLLOWING90'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS VINYL SLIDING GLASS WINDOW NOA(LM) a 04/14/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS DS J ROSOWSKI Head/Sill C 1 Jamb5 3)TRACK-TO-TRACK hook 7 ® P- CERT.OF AUTH.#29296 DISTANCE IS 2.375" W2.3751, 1§213751. He FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 SGD5570 (941)-460-1600 WINDOW NTS 140F21 MD-5570W.0 HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 735TCORNER SILL ANCHOR LOCATIONS: 135° 4" 4„ 4„ 4„ F�dq„ e Head/Sill 1 ERIOR 3 22„ EXTERIOR 4 TRACK 135'COREXTERIOR 4' EXTERIOR Jamb 5 P-hook 7 2-TRACK 135°CORNER 2-TRACK 135°CORNER 2-TRACK 2-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6•ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS-IS SPECIFIED) Ak 411* 01E�)�CrERI.R 4„ q„ 4„ 0 0 0 4" 4" 4" EXTEFMUOR EXTERR11 REXT ERIOR V 3.22" f L 3.22" V _ 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135°CORNER 3-TRACK 135'CORNER 'C 4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS •C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS Fl-idaB itAppw-d complying wilS iTe (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) Florida Badding Cooddee (USE WHERE'C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) you y/iG NOANx1 ^o se S•o I Miami Dadc PrOdun Conm01 4" q^ 4„ 4oE.>CrERI.R ���� NY LYlu 4" _ *r No.58705 o EXTERIOR EXTERIOR �p�.(N� FC 2��(� •• EXTERIOR O S •.ORIDA•.•'' •C4ANCHORLOCTONS 'C6°MICHOR LOCATIONS •C4CK 135'CORNER lu 4-TRACK 135*CORNER ID ?ANCHOR LOCATIONS v 'C6 ER ANCHOR LOCCK 135' ATIONS (USE �'S��NA�IENG��`` (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) (USE WHERE'C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#58705 FIGURES PERTAIN TO THEFOLLOWING 135-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR VINYL SLIDING GLASS WINDOW NOA(LM) g 04/14/16 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Em J ROSOWSKI 0 HeadisiII C31 Jamb 5 3)TRACK-TO-TRACK CERT.OFAUTH.#29296 a� P-hook 7 DISTANCE IS 2.375" W23751. W2.37,51. N N FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 SGD-5570 11(941)-480-1600 WINDOW NTS 111 15 OF 21JlMD-5570W.0jMkj TO HEAD SPLICE ANCHORS LAYOUT a(7 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGUREEPERTAINCHOR LOCATIONS:SPLICED SILL ANCHOR LOCATIONS: SPLICESPLICE SPLICE LOCATION 4" LOCATIONSPLICE— 4n LOCATION LOCATION 4" —4" EXTERIOR 3 22" EXTERIOR 3.22" EXTERIOR EXTERIOR Head/Sill C3 1 n -I ANCHOKSPLICE ANCHOR SPLICE Jamb 5 2-TRACKSPLICE � 2-TRACK SPLICE �J "C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS P-hook 7 "C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5'IS.SPECIFIED) (USE WHERE"C3'IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) SPLICESPLICE SPLICE SPLICE LOCATION 4„ LOCATION 4" LOCATION 4" LOCATION 4.75"' 0 0 0 0 EXTERIOR 4" EXT IE -IRIOR 3.22 EXTERIOR EXTERIOR 4'" �L 3-TRACK SPLICE IG 3-TRACKSPLICE n ANCHOR LOC E ANCHOrRACKSPCCE "ANCHOR LOCATIONS v "C6"ANCHOR LOCATIONS V '�'ANCHOR LOCATIONS E WANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE"C3'IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) SPLICE SPLICE SPLICj$k4' Approved as co g SPLICE 4.75" ¢" LOCATION LOCATIOFloridaedwcgC LOCATION LOCATION PP n1Pl19irO with the Date of d', ���NOAHEXTERIOR 322" OR 3.22�� EXTERIORt1Y LYNN% EXTERIOR 4" 4-TRACK SPLICE �FIy 4-TRACKSPLICE y 4-TRACK SPLICE •'' -�"ENSE'•% 4-TRACK SPLICE v °C4'ANCHOR LOCATIONS v 'C6"ANCHOR LOCATIONS Q,•' '�Cn "C4"ANCHOR LOCATIONS "CG'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 7k; No.58705 •� (USE WHERE"C3'IS SPECIFIED) (USE WHERE OR 'C5'IS SPECIFIED) NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NAL I01 `\`� FIGURES PERTAIN TO THE FOLLOWING SPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEADANCHORLOCAnONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.#58705 3)TRACK-TO-TRACK $� VINYL SLIDING GLASS WINDOW NOA(LM) M 04/14/16 DISTANCE IS 2.375" [W2.375" 12.3751, FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS FJ ROSOWSKI CERT.OF AUTH.#29296 a 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED w n HeadiSill (c#1 1070 TECHNOLOGY DRIVE 6 Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. tc N.VENICE,FL 34275 SGD-5570 P-hook 7 (941)-480-1600 NTS 160F21 MD-5570W.0� m WINDOW HEADER BLOCK TO HEADER ATTACHMENT EXTERIOR \ TO PREVENT ANY EXTERIOR-OPERABLE O HEADER n PANEL FROM DISLODGING TO THE (3-TRACK SHOWN) i PANEL NOTES: EXTERIOR,INSTALL ONE HEADER BLOCK AT EACH INTERLOCK,ASTRAGAL AND es 1)SEE DP/ANCHOR TABLES 1 8 2, P-HOOK INTO THE EXTERIOR TRACK OF THE i 5q #12"X 1-3/4" SHEETS 7-8 FOR PANEL SIZES&DESIGN HEADER.TRIM THE SCREW COVER AS SELF-DRILLING PRESSURE. HEADER NEEDED.SEE SHEET 19 FOR INSTALLATION SCREW,MIN. DETAILS OF ADDITIONAL HEADER BLOCKS. BLOCK� (1)REQUIRED 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXAMPLE:HEADER BLOCK PLACEMENT IN AND ARE NOT AVAILABLE. 3-PANEL CONFIGURATION,OTHERS SIMILAR. 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4)PANEL TYPE MAY BE EITHER =c=__ — —"= e—____ EXTERIOR(STANDARD)OR INTERIOR ———— — —— —— GLAZED,BOTH TYPES QUALIFIED BY- �_�_-- ®_�—' _ THIS APPROVAL,SEE DETAILS SHEET 10. EXTERIOR PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES DOUBLE PANEL OUTSIDEaO• INSIDE90• OUTSIDE135• INSIDE 135• C NTERL CK ASTRAGAL TYPESSINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOROR OUT IN rr------11 DOUBLE EXTERIOR GLAZED =zqn LOCKSTILE {._Pv.iv�iwv+� INTERLOCK SINGLE E F PP K L�, �L TC TA TV TW J LOCKSTILE [ � ASTRAGAL INTERRLOCK SINGLE � J'^� DOUBLE SINGLE B H P A C C SC SA SV SW SD INTERLOCK �`^^^^�'�–�1 INTERL CK INTERLOCK W IN (BOX OUD (DOX09 DOUBLE a FIXED RR R S FC FD FV FW (eOXOuO (uS A INTERL CK �' � LOCKSTILE STILE LU LOCKSTILED A/� U ASTRAGAL C� LOCKSTILE J W/HANDLE IY� P ivn M=# I I DOUBLE �I,-____,1'�I SINGLE ASTRAGAL LR Tffloxcun / / DS INTERLOCK �' INTERLOCK ASM OUi (J o (saXourl A/ x0 —� ABOXINL /V T U LEFT PANEL TYPE "F"SHOWN. PANEL LYN �+ �+a�+ mxwl axm PANEL ,......!v�/ J our.so CT CS CF STILE STILE P� :• �1GENs�c'.l���'�' ED ASTRAGAL z RECENER �.•: NO.58705 A IN 90' /�T /�C+ DF VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 =� 111,A A �1�7 arc..' OUT.135' PANEL TYPES&HEADER BLOCKlo J ROSOWSKI Approved as omplying with the ���'n.•'• O ; ASTRAGAL VT VS VF "',pd Florid.Auildin C /' 'q is • ® Oate ^o / i RECEIVER CERT.OFAUTH.#292a6 �O NOAN –.OJ ��1;ANAL ENS IN.135' i A Miami Dade Product Control /1 11 1 1 1 11 ASTRAGAL WT WS WF 1070 TECHNOLOGY DRIVE S RECEIVER N.VENICE,FL 34275 By F 1: y ffi SGD-5570 R A.LYNN MILLER,P.E. (941)-480-1600 WINDOW III NTS 170F21 c MD-5570W.0 REN 58705 Fes-5.875-moi 10.635 5401-{ 291 061 .500�-• .125.930 `�v�.550 � � .762 JLJ1.1001.812 0 o 1.681 �_11-�.062 301 1.928 �- 100 da FRAME SCREW INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB © 4 TRACK SILL COVER(PVC) Q ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET 5.178 i I+-1.000 252 231 060 2.060 .100-� �-8.250 8.250 LIQp��iy�ppI 1.613 F .080 rff2 O lel Lj&_� IA �� .949ri1.435062❑ ❑ 1.813 1.681 Fuuuu�.062 LI 060100 i � 11 BOOTTSUPPOM RAIL 12 FRDMON ILL 13COVER SILL CKP-HOOKADAPTOR 18 P-HOOK O3 3 TRACK HEAD/JAMB 3 TRACK SILL 094 125 540 291 .061 -.229 2.975 ��2.141� 1 10.625 875 540 3.000 � 075 :7ff LLL J 626 5D0 Ff 2.607-�I 1.406 N�21p a�jm_f �- 41- --.06z 1.8131.681 F-4--.062 329 100 A 19 EXTENDEDKEEPER KEEPER BAR REINFORCEMENT REINFORCEMENT Q FIXED PANEL CLIP ®BAR REINFORCEMENT ATE RCEMENT �5 4 TRACK HEAD/JAMB O2 2 TRACK SILL 2 511-j 2 838-� 1.570 r�- 1.625 »- 1.595 r�- 1.595 f ft2.291 3.483 -.125 2.696 ►{ 0802.073 .099 .070 1�i .075 4.635 4.279 ipp2.833 2.368 2.768 . 2.768 2.0 .312 2.210 .090 2.116 300 �1 1 ❑ 34 INTERIOR JAMB COVER I -.188 x,182 .120 1-.-.1822.710 �e 1.875110 I►- .120 .100 L N _;proved as complying wiW Vu AL XTENDED ET ANEL ©AND STILE © AND STILE REINFORCEMENT, REINFORCEMENT, @REINFORCEMENT G INTERLO K ADAPTER 31 ADAPTER K 32 ASTRAGAL ADD-ON 33 AND BOTTIOM RAL NUAllG uJaogc REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Miami Dndc Pr d uol 3.452 REINFORCEMENT 3.326 t--3.345 NOTES: By 1.472 125 919 1)SEE SHEET 4 FOR •125 3.209 .06013.713 ,090 SILL RISERS. . � 2,175 046 1.500 3.247f�jr6.060 2)SEE SHEET 20 .070 29 .065 3.345 919 FOR SCREEN PARTS. .300 1.170 135°CORNER © 0 38 135°CORNER 135°CORNER 135°CORNER 39 41 90"CORNER 90"CORNER 90°CORNER 3)ALL DIMENSIONS 40 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL.CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR -►1.912 .912 .210 .252 .173 F+} ���.. ��GENSF'••1��� .065 }�L VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 '*: No.58705 * 1.261 .062 1.261 1.261 rI.261 �I�1.261 EXTRUSIONS. m J ROSOWSKI �7116" O 7116" 01-1/16"1 01-1O 1 3/16 ® a ae �O�.. STA BO 81 82 83 84 a z$ �s'• �CORIOP.•'GN, ` SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD CERT.OF AUTH.#29296 ��'SAO•.....•�N\\� 1070 TECHNOLOGY DRIVEo ,��NALill]I ��`��� N.VENICE,FL 34275 SGD-5570 (941)-480-1600 S 18 OF 21 MD-5570W.0� A LYNN p EMILLER.R.P.E. WINDOW O 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO CLIP INTO INTO FRAME JAMB HEAD ATTACHMENTAHE JAMB TO HEAD (4)CLIP ANCHOR PANEL &SUBSTRATE, INSTALL ONE BLOCK AT EACHADER ASSEMBLY TYPE AS USED STILE ° USING 4 INTERLOCK.AT ASTRAGAL, OCK IN INSTALLATION, INSTALLATION INSTALL ONE BLOCK THAT TABLE A,SHEET 1 ANCHORS,SEE SPANS BOTH PANELS.SEE ss (3)#10X ° TABLE 1 SHEET 17 FOR INSTALLATION so (3)#8 X 1.51,SMS DETAILS OF ADDITIONAL 1"SMS q ° HEADER BLOCKS. i d _ 2s FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE ss(2)1/4" 23 PANEL MIDSPAN OF EACH FIXED X 2-1/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8x1^90 � 0 SMS _ \ (4)#10 21 BAR COVER X 2"SMS 22 REINF.BAR st #8 X 1-114"SMS KEEPER Cis (O ._... i 4�J_ -,•.._ �{ \\ (a)THOU KEEPER MAX 3.5.O,C..SEE SHEET 19 ate_ ��a JAMB TO KEEPER TO JAMB p SILL ASSEMBLY ATTACHMENT LOCKING JAMB d" REINFORCEMENT PLATE El ;•,��•B.Odi. Looe with ft DateDu 1 o-Care i/O agiO4I ATTACH WITH#8 X 1-114" 4PANEL,2-TRACK KEEPER+s NOA1 @ 34-112"MAX O.C. OXXX SHOWN o p Miami c R pI C X01 {; II�I�III Ey lq— �� (4)#10 X 2"SMS INTERLOCK INTERIOR .� CLIP COVER NOTES EXTERIOR \ I 24 INTEREINRFLOCK 1)PLATE 2)SEE AILS APPLY TO 2,3 AND 4 TRACK TI SHEETS 11 16 FOR ANCHOR LOCATION&SPACING. `��`� OpLY1NN BOTTOM RAIL Y ����, i #10 X .3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ��•" ea •• F''•:�� SUPPORT 11 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. No.58705 •� (2)#10X 1"SMS VINYL SLIDING GLASS WINDOW NOA(LM) 0 04/14/16 * THROUGH SUPPORT, s2 _ INTO PANEL Z#10X ASSEMBLYPANEL ACCESSORIES INSTALLATIONS J ROSOWSKI � o INTERLOCK SILL RETAINER 1-1/2"SMS ® ��(�s'•.f<ORIDN,.• ALL PANEL CORNERS CERT.of RUTH.#2szss �, S G�� CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 ' 3GD-5570 A.LYNN MILLER,P.E. (941)-480-1600 � WINDOW � NTS � 190F21 oz MD-5570W.0�� P.Exss/os BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑O OOR09 OR 5 IO 125 ❑� 106 OOROO 6 0l 5 121 133 123 132 129 0� 102 119 103 L(@' V' 111 108 _ HORIZONTAL SECTION 110 HORIZONTAL SECTION EXAMPLE 130 EXAMPLE �a 11s 32 131 33 102 111 no � 121108 OROR 5 F jR�o 122 ORO I t5' Its 11s 1 " RO HORIZONTAL SECTIO N EXAMPLE 100 112 120 O 104 102 HORIZONTAL SECTION 117 1,081 r-1.081 EXAMPLE 1,202—I•�y{ 1.778 1.7q—t 78 ;935 .875 •875 1020 r— —�050 —H 050 .045 ml F1 tzo SCREEN 121 SCREEN 22 SCREEN OXO 1.993 1.993 , 1.874 FRAME SIDE RAIL, ASTRAGAL !L 1L j RAIL LATCH ADAPTER y+.032 If'--.062BOX BOX SCREE BOXSCRE STOP RAIL 101 BOTTOM RAIL toe S DE RAIL EN 725 1.435 1z7 .765 3 .782 OR F�—.040 113 o t1a 1.020—►{ W.055 3 1.373 12e .062 _ 101 �r 120 123 SCREEN VINYL 12a FRAME SILL 2 R&R s@ 063 ° 2 oROoRO ASTRAGAL SCREEN Approvedas complyfo8whhthe O . ADAPTER ADD-ON Fh^1.833 1za Dale ae o 6 107 O L �►—.062 Imo—.372 L �O Miami Dade Product cb�l da� 1o3BOX 1oaBOX tosBOXSCREEN dad] ny SCREEN SCREEN OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ���t1t1r1Y LYON EXAMPLE EXAMPLE NOTES: 1.306 1)ALL DIMENSIONS IN INCHES. 1.3431+ 1 4 5 1.487 r _*: No.58705 05D 1.510 F VINYL SLIDING GLASS WINDOW NOA(LM) B 04/14/16 = L p SCREEN DETAILS �m J ROSOWSKI � 12��16 a - o 0 ,•. S7A D �� los BOX SCREEN 107 BOX SCREEN toe BOX SCREEN HEAD ® < <� %�(� '•.a<oRIDP,. ASTRAGAL SILL ADD-ON @AND JAMB ADD-ON �' �� �i ss .••• G�� CERT.OF ALITH.#29296 ADAPTER 1070 TECHNOLOGY DRIVE4 fill 1%kN�\\ N.VENICE,FL 34275 SGD-5570 > A.LYNN MILLER,P.NTS WINDOW NTS 20OF21 i MD-5570W.O�zd P,E.#66705 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # I Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-1/2") 6063-T6 Alum. 100 17156 Box Screen Top Rail 6063 T5 AI 2 19002 2-Track Sill Rigid PVC 43 19D22A Sill Riser-(3-1/2") 6063-T6 Alum. 101 12257 Box Screen Bottom Rail 6063 T5 AI 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/16") 6063-T6 Alum. 102 12258 Box Screen Side Rail 6063 75 AI 4 19026 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-5/8") 6063-T6 Alum. 103 64428 Box Screen interlock 6063 T6 AI 5 19027 4-Track Head/Jamb Rigid PVC 50 716609W .187'x.320'Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flap 6063 T8 AI 6 19028 4-Track Sill Rigid PVC 51 71695K 1-1/2"x 1'x 3/4'Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 6063 T6 AI 7 19009 Frame Screw Cover Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 AI 8 19031 Anchor Plate 6063-T6 Alum. 60 419041 Interlock Clip Cofer PVC 107 19039 Box Screen Frame Sill Add-on 6063 TB AI 9 19007 Track Insert 6063•T6 Alum. 61 78153X Tandem Roller Assembly SS 108 19038 Box Screen HsadlJamb Add-on 6063 T6 At 10 19084 interlock Cap-Extended Pocket Rigid PVC 62 76153N Tandem Roller Assembly Nylon 109 72DXlX #14-20 x 1"MS @ Top Rail SS 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X75FPTX #8 x 3/4"Ph.FH SMS @ Roller&Reinf. SS 110 720X112X #14-20 x 1-1/2"MS @ Bottom Rail SS 12 19006A Outer Sill Cover 6063-T6 Alum. 64 419042 Frame Header Block Nylon 111 717936 Wstp,.270"x.150'-Fn Seal 13 19011 ISM Track Cover Rigid PVC 65 48052 Roller Adj.Hole Plug PVC 112 61805K Wstp,.187'x.500'@ Bug Flap 17 19032 P-Hook Adapter 6063-T6 Alum. 88 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 6083-TB Alum. 67 76X114FPTX #6 x 1-1/4'Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6063-7B Alum. 68 71696G Sill Plug PVC 115 %arias Screen Locking Hardivare Steel 20 19029M Keeper 6063-76 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 116 419053 Screen Keeper Steel 117 76MPPA #6x 1"Ph.PH SMS Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 10-32 x 1"Ph.FH MS @ Lock SS 118 1692/3/4 Screen 22 19030 Reinforcement Bar 6005-T5 Alum. 71 varies Handle Kit Cast 7mc SplineVinyl -.150"&.165' 119 1016020 Screen Cloth Fiberglass 23 19037M Fixed Panel Clip 6063-76 Alum. 72 19054 Interlock Retainer Clip Nylon 24 19035M Reinforcement Plate 6063-T6 Alum. 75 Kommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile 6005-T6 Alum. 76 Quanex Super Spacer nXrwith Hot Melt Butyl See Sheet # Part# Description Material 26 19046 Reinforcement Composite 77 Quanex Duraseal 10 for Materials 120 12033 Screen Frame Rall 8063 T5 AI 27 19018M Interlock.300 Reinforcement,Std. 6005-T5 Alum. 78 Cardinal XL Edge Spacer 121 12026A Screen Frame-Side Rail(Latch) 6063 75 AI 28 19013M Interlock.400 Reinforcement,HD 6005-TS Alum. 79 Dow Coming 985 or GE-7700 Backbedding Silicone 122 17363 Screen OXO Astragal Adapter 6063 T6 AI 29 19019M Astragal Reinforcement 6005-T5 Alum. . 80 19090 7/16"Square Bead Rigid PVC 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063-T6 Alum. 81 7/16'Beveled Bead Rigid PVC 124 190128 Frame Sill Screen Add-on 6063 T6 AI 31 19006 Interlock Adaptor Rigid PVC 82 19044 1-1/16"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85+/-5 dura. Vinyl 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16'Ogee Bead Rigid PVC 126 78XI12PSATS #8 x 1-117 Ph.PH SMS(Assembly) SS 33 19004 Panel Stile,TopBottom Rail Rigid PVC 84 19016 1-3/16'Ogee Bead Rigid PVC 127 1 712027 Comer Key Wheel Assembly(Standard) Nylon 34 19040 Interior Jamb Cover 6063-T6 Alum. 85 71725K Setting Block 1/2'x 4'x 1/16,85+/-5 dum. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS 35 19076 135°Comer Astragal 6063-T6 Alum. 80 71726K Setting Block 1"x 4"x 1/16",85+1-5 dura. 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 710X34PPSDAX #10 x 314"Ph.PH SMS @ Screen Ast. SS 37 1 19079 135°Comer Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX #8 x 1-1/4"Ph.PH SMS @ Reinf.Bar SS 131 7SX12PPSMSX #8 x 1/2"Ph.PH SMS @ Door Ast. SS 38 190BO 135"Comer Astragal Cap-Int. Rigid PVC 92 710X1PHPT18-8X #10 x 1'Ph.PH SMS @ Rail Support SS 132 1692/3/4 Screen Spline-.145" Vinyl 39 19078 90'Comer Astragal 6063-T6 Alum. 93 71OX115PPX 410 x 1-11T Ph.PH SMS @ Fxd.Pnl.Clip SS 133 1816C20 ITcreen Goth Fiberglass 40 19081 90'Comer Astragal Cep-Ext. Rigid PVC 94 710X2.5PHPT18AX 410 x 2-112"Ph.PH SMS @ Reinf.Plate/Ast. SS 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4'Ph.PH SMS @ Hdr.Block SS 96 710X1.75PPX #10 x 1-3/4"Ph.FH SMS Ast.Mount SS vvvvt I I I t I r r r rrrrri @ :�� NY.LYNN� 97 710X34PPX #10 x 314"Ph.PH SMS @ Ext.Pkt.Int. SS .,'• L1�EIV3F /( 98 710X2PPX #10 x 2'Ph.FH SMS @ Keeper SS V.' � * No.58705 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 PARTS LIST AJ ROSOWSKI � A STA Appweaas nmplymg with the rE OF.•' �����6 s Florida Building Code �<ORIDP l6 /';'G . •'••"••, CERT.OF AUTH.#29296DrroeAM l6-o o o% r/ONALe'tG'� � NOTES: 1070 TECHNOLOGY DRIVEMiami Da&Prodoct Cormel r r r I)I I I I I V I 1)ITEMS#14-16,46-49,53-59,73,74&87.89&99 ARE NOT USED AND ARE N.VENICE,FL 34275 `SLID 4 v� NOT PART OF THIS APPROVAL. (941)-480-1600 WINDOW NTS 21 OF 21 i MD-5570W.0 tri ey A LYPE.#58705 P.E.