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HomeMy WebLinkAboutNOACQU�11hY' SCANNED BY St. Lucie County. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE(NOA). PGT Industries, Inc. o2 N,� v 1070 North mice, FL 342 e, F I L E C � ^Y North Technology FL rive, 11 1`I 1P MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)'315-2590 F (786) 315-2599 www.m ism 1dade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas whale allowed by the Authority Having Jurisdiction (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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: Series105570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass DoorNOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -bade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: - TERMINATION of this NOA will occur after the expiration date or if there has been if 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 teuminate'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 #15-1210.01 and consists of this page I and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. . . The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.06 MIAMI•DADECOUNTY i . • • • � � efl! t r7 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. 'DRAWINGS 1., Manufacturer's die drawings and sections. „ (Submitted under NOA No.11-0107.04) r 2. Drawing No.-MID-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision_A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test, reporton 1) Unifoim Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile impact Test per FBC„TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram, -of vinyl sliding glass door, prepared by •Fenestration Testing Lab; Inc,, Test Report No. F'rL 8717, dated 12/07/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test -report on 1) Air Infiltration Test, per FBC, TAS 202=94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3)' Water Resistance Test, per FBC, TAS 202-94,. - 4) Large Missile Impact Test per FBC,'TAS 201-94 ' -5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked=up drawings and'installation diagram of vinyl sliding glass door,'prepared by Fenedtiation Testing Lab, Inc:, Test ReportNo. FTL 8546, dated 11106115, signed and sealed by Idahnis`Ortega, P. E. (Test report revised• on 01/64/16 and 02/11/2016) -3. Test report on 1) Air Infiltration Test, pei FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water'Resistanee,Test; per FBC; TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 m% 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced•Entry Test, per FBC, TAS 202-94 . along with marked -up drawings and installation diagram of vinyl sliding. glass door, prepared by Fenestration Testing Lab, Eric., Test Report No: FTL 8547, dated 12/04/15, signed and sealed by . Idalmis Ortega, P. E. (Test report revised on 02/15/16) - - 4- Test report on 1) Air Infiltration Test; per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC; TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc -., Test Report No; FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prods et Control Unit Supervisor - NOA No; 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. ' 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 ' ' .. along with marked -up drawings and installation diagramof vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.; Test •Report No. FTL 8549, dated 14/06/15; signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6: Test report on 1) Air Infiltration Test; per FBC,TAS 1202-94- 2) Uniform Static Air Pressure Test,'per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and 'installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.; Test Report No. FTL 8552, dated 12104/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 ' 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass�door, prepared by Fenestration Testing Lab, Inc., Test Report No: FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed.and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.04) 8 Test report'on� 1) Air Infiltration Test, per FBC,'TAS 202-94 2) Uniform Static Air Pressure Test, per. FBC, TAS 202-94 3) Water Resistance Test, per. FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced,Entry Test, per FBC, TAS 202-94 . - along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc, Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Canso, P. E. (Submitted rattler NOA No.11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15116, signed and sealed by Anthony L. Miller, (Submitted under NOA No. 15-1210. 01) orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 ' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE . , . 1. Miami Dade Department of Regulatory and,Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their, "White "Rigid PVC Exterior Extrusionswfor Windows, and Doors'%,dated 08/13/15, expiring on 09/30/19. 1. . 11 1 • 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 12108/16, expiring on 12/29/21. 3. Notice of Acceptance No. ,15-0528.15 issued to, Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and -Doors", dated 08/13115, expiring on 09/30/19. ' , • j 4. Notice of Acceptance No. 16'-0712.02 issued4o 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'ofAcceptance• 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 ASTMS-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision•Extrusion for cellulosic composite material. (Submitted under NOANo. 11-0107.04) . 8. Notice of Acceptance No.14-0916.11 issued to Kbraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07104/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Iue. for their "Trosifol® Ultraclear, Cleat and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports, 4. RER Test Proposal No. 17-03 87, -dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER ' 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M,I.", approved on 03/03/16 and'expiring on' 04/14/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR - INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES. 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIREO PER FBC REQUIREMENTS, AS APPLICABLE. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA•S): ELCO ULTRACON, CRETEFLEX &AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1ODO TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338. 6648-8649, 8652 & 8717; EXOVA-104K)2-792(A) & 10406-10231: 7) THISPRODUCT HASSEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 67D/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1tr THICK PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2XARE I-IW THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: pn.P Anchor 9u5 w Fnm. W.1m, MI. Epp. ol•+vmv Min' ftlb dm.nt A w,[tWsmstG5)a 4N&.9. Wit OM.I1 vnm,n T) P.T. Pft SO OS6 w wir C 1 n 8lm- .1p5• ndn Od4na.s eNSY IM wr 1IT PIiW L&' im r•.LA]p• .Ob'r wn. Pktm.. Ku4 AnAI wr o.Wr aN w 0. 9b.l SIW. Xti. CI. W .Ni- Mn.IHi,'m• 7.n4 RAft Slr .07P 4CA Plmt yr 0071' 14 . 1/CF oNbxan .a, 1d10' wnet r l4l- ur Bw 41p 9.8. Pelefl•a P.T. m scm. 4l9pppaari 16'4• Ptmt +•I tye• B �N,•WI..•p rcmr(0]) P.T. O.MIw,Ptm o.n Y•LeO `nb pllr Ialr Pt,wk Y1r 13M - VC Son Utra[on Cmcmta mh+, 2.p5k. Piroek V I- V IbW99 ,Ir,M la e• 1 r Mn, a mu, 9TI424 AM 1• + PM r 1-UP +N'Flm tl05.A, Cablbt cM (Am "I t 4 t P1vot 14/P lftW - n Caine ]ASte IYdSNbmE P�aat 1 Ir I' hr 13a VP M. f&&S.p. F&N,.rna Cann mL, 1. iWP4;; I I-Lr w 1.r WNmWpCMU, cep J- b r 1- mA. —W - - r a• A P.T. e.M W ne SOb.65 Po NIbM 1• 1+Y0' P - 1• 1 91•Pba Dtn[en cp,vea mh 2]]ka ImavavuaFA a+rr 1-m i a1rr 1 r UnpmNE 4.mk a+Y 14/P P4vot alrr +-+m D W'�[ot109,9.QabFb• mw.m 51Wbrt6 ally 1-]Y• - nM AMt• LNpaW4 cmu, 1M (fm 0.M.t d.,w 21rr -avr ISLE' I-vt• wont afrr I- t IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B7, 82 ONSHEETS 7&8 EXAMPLE................ -.......... 0 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES.. ....... ....... 17 EXTRUSIONS— ....... .......... 18 ACCESSORIES.....,._. ....... 19 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'UNGROUTED CMU` VALUES MAY USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 306 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD =M/STANDARDSU . SUBSTRATE, OR AS APPROVED BY THE AUTHORITY RAVING JURISDICTION. •2017 FI.ORIDA BUILDING CODE (MCI I TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASSREINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-0) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PERTHE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. •2074 FLORIpq BUILDING CODE (FBC), STIR EDITION •ASTMEI3000S •ANSVAF&PA NDS-015 FOR WOOD CONSTRUCTION •AWMNUM DESIGN MANUAL, AQW2015 •AISI 510 12 •AISC to MdMnl Min. Fr ,Min. F. Sled S. w Wkd- Am Ins] 4108amn BOW 110k.1 EIm AW.Snta® Ufknl- ,93k]I Elm UU.Con® 155 k.] '177Ind 410 8E Elm CreNF1.0 121.4lal 189.7 kd 60&YT NNumkwm IBk 22k]:. A3081nd'- SBknl' Br. 308t Slug 10 W 93 •45 Hsi @� VINYL SLIDING GLASS DOOR NOA (LM) 11110105116 GENERAL NOTES - S JROSOWSK7 4 UPDATED TO FBC 2017, VINYL MFG. n 04/65/17 A m ISGD-5570111 NTS 11 10F21 g� MD5570.0 a� A PRODUyCT REVISED 6W�In9 17-0-0420.06 C.Nd907 NOA-No.C.. .08 No. S IM MAX. UNIT WIDTH ]M. PANEL WIDTH MAX. UN �.� HEIGHT' / PER TABLES 18.211 MAX UNIT WIDTH - NOM. PANEL WIDTH _ PER TABLES 18, 2 j MAX. UNIT �k HEIGHT - PER TABLES 1&2 IN I 2-PANEL CONFIGURATIONS MAX UNIT WIDTH —y NOM. PANEL WIDTH PER TABLES if MAX. UNIT ( HEIGHT gypp^ PER TABLES 11&2 / / �g �_ J &PANEL CONFIGURATIONS NOM. PANI PERTAB II MAN HE PER TAI NOM. PANEL WIDTH PERTABLES1&2 �- ® MAX. UNIT WIDTH NOM. PAN , PER TAE i MAX. UNIT, �$ MAHEF7 �^ HEIGHT W PER TABLES 1 & 2 / - © / / --F TABU NOM. PAN PER TAE v n 71uFs-- I - MAX HE PER TAI 3-PANEL CONFIGURATIONS n NOM. PAN PER TAE ;I MA) H It PER "HE AE ,IN J EL WIDTH LES1&2 MAIL. UNIT WIUIM _ GHT SR7} MAX.. UNIT WIDTH NOM. PANEL WIDTF PER TABLES 1 8: -MAX UNIT �S HEIGHT 6 PER �^ TABLES 1 & J 1011- 7-PANE L CONFIGURATIONS . CONFIGURATIONS NOTES: - `X"=OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB `0" INOPERABLE PANEL `p' LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PXXXXp, PXXXX OR XXXXII. OXXX IN = POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER pow+Texan rorvmusmacl 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ruacxrp Ptaxrx® 1070 TECHNOLOGY DR ' L—SHEET N. VENICE, FL 34275 '5) MAX ALLOWABLE FRAME SQUARE F06TAGE-472.656 FT' NUMBER (941)480-1600 - CEPT.O rMIN it J ONRGURATIONS FTW U 8 IORNER TYP. -- p�u,aan�xnoFm�a„eaaanav PRODUCT REVISED e°mm�e` gw Ne FI.dd HOA-No.0 Ee 17.0420.0E P.xplration pate 04/14202/ M a s �tl J -S-PANEL CONFIGURATIONS - DLO WIDTH = NOM. PANEL WIDTH-5-9110' NOM. PANEL WIDTH= PANEL WIDTH• 1.3/18` �`.���••••N� DLO HEIGHT =DOOR HEIGHT -11-1116" Q?:"U�ENSE PANEL HEIGHT =DOOR HEIGHT -2-112' �% Na S870.5 1 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 II�IEXAMPLE CONFIGURATIONS "J ROSOWSKI 181 NO CHANGES THIS SHEET. �� 04105/17I ML NTS Ill 2OF21 ;4 MD-5570.0 F9 A AL—YLLER PE PFJ6H 9s1 DETAIL Al DETAIL BI METAL TYP., SEE ANCHOR Tlwu,xvooD gs,R,Gu DETAILC1 DETAIL DI ' NOTE 4. SHEET I; MIN. OF une Nxs :) vgcUC Exr. INIF.RLOfX non uerN. THREADS BEYOND THE OONGRETElCMUPER - METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH ' - 1/4MAX. REQUIM EDOOR �j HEIGHT I90YER99•y/ 21 ,G TYEMBED EMBEDMENT ae•o.a I / a EMBEDMENTAND , m EDGE DISTANCE EDGE DISTANCE PER . ' - - - - - q SUBSTRATE. SEE \' 4 TABLEA, SHEET B• DAYLIGHT.: 'ID ^P Ems+ NOTE 3, BELOW: OPENING 0- — -- 6 w1DTH 6 EMBEDMENT EDGE /'—_ d _ - (gTlmulo:EVER®Max De EDGE /'^",: Do I B2 S.6.0.0„ SEEeHEET 19 DISTANCEj�...j; m m FJGnEIMIR ,f\ SEE NDTE 6. DISTANCE NOTE6, 174'MAX �H ,. 6 jt' .;..� 1XOR2XWOOD rN13 VEEr ) I TIES SET EMBEDMENT BUCKSTFIP, SEE 6EENOIE 0'ms SHEETm ` ANCHOR NOTE 3, SHEET L--- —- ay8X3/4'SMS REINFORCEMEM'SCREW;7 TYP, ANCHOR TYPE, w PER STILE, LOCATED AT CENTERLINE AND 6', PI ) HORIZONTAL () `��� B'& 12' FROM ENDS INSTALLED). EMBEDMENT AND EVERY E E� SECTIONXXX SHOWNEDGE DISTANCE PER ' ANCHOR SUOSTRATE.SEE LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLE A, SHEET I& " DETAILA2 a1EBToox INroMnsaar - '�^-NOTE 3.BELOW 2X WOOD BUCKSTRIP OR °ITo 1'100° REQUIRED R'DODR EMBEDMENT �� E— W. HEIGHT 1G DYQSAE FRAMING, SEE ANCHOR ,6 ---yy DAYLIGHT z, - '1/4' MAX -11 `,r 4 I PRODUCT REVISED NOTE 3, SHEET1 I OPENING a j� EDGE I GI I W�L�wIN eM1e Plmmo p. t IL�q DISTANCE I I Bmimne 00de 17-0420.06 N04-0e. TYPEBEE NOTE 8, TFDS 6NEEf roue. Dew 04/14/2021 nEMB ANCHOR TAND m Ir m b I I E+m EMBEDMENT AND TYP. ANCHOR TYPE, ) _ I 01 EDGE DISTANCE PER cJ m m 6 SUBSTRATE,SEE 6 EMBEDMENT AND rnem roauee w TABLE A', SHEET I & of P EDGE DISTANCE I I NOTE3,BELOW - PER SUBSTRATE. SEE TABLE A. SHEET b d EDGE 4)THRU xEEVER®Nqx L`-' 18NOTE3,BELOW DISTANCE BO afi•o.c., seesHeEne I 1, PANEL WIDTH L ----J 1/4'MAX CONCRETElCMU PER ASTRAGALMAYBE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR pI 9T LYNA' NOTES ANCHORS, SEE EXTERIOR DIRECTION. �a` 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. RSI RDEMENTTTRES(SEE N 6THIS SHEEn DETAIL SHEET 19 ALL PARTS IDENTICAL.�``Q'�?'•c, 'sF 2) REFERTO ANCHOR NOTES, SHEET I. ryD, mm, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR F9RP1L EDIYSTLEy. O O *, esmnows,roce°II !VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05116 ; *_ ANCHOR QUANTITIES. ANCH ANCHOR ITEM 2. STREsallo)� g V j z _ 4) CONTINUOUS ANCHOR PLATE, ITEM De, IS REQUIRED AT ALL NpFIIO"nK ll 8 INSTALLATION, HORIZONTAL XSECT. �S J ROSOWSKI O srq ! Dv'/ +• �. FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. (} YE(m+Tnvucomn wrrwsr�s.ac NO CHANGES THISSHEET- �� 04/05/17 �',"S ''0fi10."••"G����` REINFORCEMENTS ARE APPROXIMATELYNTHE FULLQUiRLENGT.ALL INURE l O ee 1070TECHNOLLO YDR �� �'�S��NALIE�,�� THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 1111 N. �M)AI R �275 gg 7) SEE SHEET 20 FOR SCREEN DETAILS.�� .vT oe ile SGD-5570111NTS 30F 21 g4 M0.5570.0 �$ A AE pED6u B1W RE UtlAIL tll TANCEMBEDMENT INro MAsowtV ATYP.ND EDGEANCHORDISTANCE AND EDGE DISTANCE PER v BUCKSIPoP SUBSTRATE, BEE TABLE A, SHEET 1 S NOTE 3, THIS SHEET CONCRETEICMU EDGE PERANCHOR DISTANCE REQUIREMENT ' - •'.{. .. 1- EMBEDMENT DETAIL E2 M owooU 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE+- 1 & NOTE 3, THIS SHEET EDGE DISTANCE I DISTAN< � va• MAX. 1 1X OR 2X WOOD SUCKSTRIP, SEE ANCHORNOTE3 SHEET 1 / V - FM / LOLKSM0 A3IRAOPI& FIXED STIlE3/ Anv NOR¢aNrAL ANCHOR PLATE AT Pnaa EVERY ANCHOR LOCATION O T 0 OPENING FRAME s0: - HEIGHT HEIGHT 140T50. TKIs sxEEr s4 O 41 �gOR RB GROUTAS 0 NEEDED, SEE 15 Iv ANCHOR NOTE 5, SHEET 1 s VA- MAX. ,P —• t EMBEDMENT IW MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT DETAIL E4 INTOMETAL BC INUMMULLION, L COMPLIANT ALUMINUM/STEEL COMPLIANT FRAMING OR STEEL STUD. MAY /- HORIZONPROPERTIES, SEVERTICALOR SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 -{/t// EDGE DISTANCE EMBEDMENT 7=31 ZTYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENTAND ZEDGE EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET I& NOTE 3, THIS SHEET TABLE A,'SHEET I& NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. - 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4' SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES I&2. DLO WIDTH= NOM. PANEL WIDTH -&Wl6• SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 08. IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -11-1M6- CENTERLINEAND 9'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT •2-I/2° (FACTORY INSTALLED) -5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL 1EIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TOTEST REPORTS FOR PRODUCT REVISED EXACT DIMENSIONS. as complying wltn Ina Florleo VARIES WITH ewlmae 0 REQUIREDNoA- 17-0420.06 POSITIVE mpi.tlaa mt. 04/14/2021 DESIGN PRESSURE, .380-77---�i .F�--- II'' 0 SEE SHEETS .390, Mlam o probua�on� 7 & 8. ..390 —1 1— T I ' aee � zs47 w sHoWN �7 1793 1 2.370 4.041 a3 k 5AUSOAPPLY .823 aa 1 2.887 3.484 T- 17 T o1F .080 .060 .060 2-1/2'=TOTAL .060SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER `tttt tqr LYIVIV SILLEIGHT) OSIL HEIGHTAL T) r`SILLIHEIGHT)L O(ILL HEIGHT) W TOTAL`NV�NSF EMBED- i EMBEDMENT EDGE MENT.;„',• , �••� DISTANCE .r • EDIGE,� TYP.'ANCMORTYPE, TYP.ANCHOR TYPE, DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEETI PERSUSSTRATE, PER ANCHOR DETAIL Ft SEETABLEA, DETAILF SEE TABLE REQUIREMENT SHEET I B NOTE 3, SHEET 18 NOTE 3, INroMn�lwV THIS SHEET I�WOOO THIS BHEET =.k �" No. 58705 ': _ *_ - O SrATS OF tV: ' "+ OA..... . rr'rS��NALIENG���� ALYNNp�M1tF1i.P.E ��LJI��(��,��LWI��- `J® corrwertomn Rmuow�ra6,wc & VINYL SLIDING GLASS DOOR NOA(LM) �10/05116 INSTALLATION, VERTICAL XSECT. &'JROSOWSKI 4' NO CHANGES THIS SHEET. 04/05/17 1070 TECHNOLOGY DR N. VENICE, FL 34275 (��1ro)-480-1500 �� SGD-5570� NTS 40F 21 04 MDS570.0 Age A 07 ,35' DETAIL Gi 19C INSmE WMIFA IN% NOTES 1) DETAILS APPLY TO 2, 3 AND TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR DEPENDING ON CONFIGURATION. VINYLCORN SLIDING GLASS DOOR -SE (LM) O 1010511( WSKI d CORNERASTRAGAL HORIZ.XSECT. jib JROSOWSKI xP.'wmoemn scrwwamra,nln @ NO CHANGES THIS SHEET. �A 04/05/17 utblal0s 1070 TECHNOLOGY DR N. VENICE, FL 34275 (MY4804600 SOD-5570 � NTS 6 CF 21 8 MD-5570.0 94 A c[aT.Ora B9 e 5 PRODUCT REVISED ogeomlfr L.M Ob Fle44a oabma N04-Na 17-0426.06 B plmtl bbate D4/14/2021 By Miom b o P u . ```01 ��NY LYNry. �2 JCENOF Ce �.:i No. 66705 % *: DETAIL 11 OPTIONAL NOW +.: Iwo xwsowxY STRUCTURAL ANCHORS FOR ]1 INTERIOR POCKET, w JAMB .: m I�1I GEE FIG 1, INTERIOR POCKETS MUST '+ pl THIS SHEET 80 INCLUDE A NON-STRUCTURAL, FRAMEJAMSTO REDUCE THE POSSIBILITY OF WATER ;' 21 INFILTRATION. .•114'MAX 1a PCCKETBYOTHERSW., NOTE S BELO TYP. ANCHOR TYPE EMBEDMENT II 'EDGE AND EDGE DISTANCE PER L DISTANCE SUBSTRATE, SEE TABLE A, SHEET i & NOTE 3, BELOW INTERIOR POCKET' METAL TYP., SEE ANCHOR NOTE 4, SHEET I: ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE ' DETAIL 13 EDGE DISTANCE�`j Ixro xEx4 EMBEDMENT - FXIENgP 114' MAX. to GEE FIG LG -.EXTERIOR POCKET DETAIL 12 Nro M GGMY EDGE CONCRETE/CM TYP. ANCHOR TYPE, EMBEDMENT DISTANCE{'PER ANCHOR REQUIREMENT I' ,:, AND EDGE DISTANCE PER .' ` SUBSTRATE, SEE TA ILEA, SHEE71&NOTE 3. BELOW. OPT. ANCHOR EMBEDMENT I. `:: • ! .......... .. i-.. OPT1/4'MAX . ANCHOR CONCRETE/CMU Mg FIGy —PER ANCHOR( REQUIREMENT TYP.ANCHORTYPE, EMBEDMENT " AND EDGE DISTANCE PER _ SUBSTRATE, SEE TABLE A, SHEET.1 I flNOTE 3, BELOW ANCHOR EMBEDMENT MAXMA NOTES �) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. _ 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2,- 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL`AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR POCKET Y W VItC I IIVICXLV V4�M, l'VYne iD: FOR DOOR HEIGHTS 86' AND LESS: a1 a 21.5' MAX. O.C. 2X WOOD DUCKSTRIP OR PRODUCT REVISED EDGE FRAMING, SEE ANCHOR mPt m wxh II. N.M. DISTANCE suu`elee �o�o NOTE 3, SHEET xon-xo. 17-0420.06 / -OPT. ANCHOR ERPlmx..0.w04/14/2021 T EIITERIOII I EXTERIOR POCKET DETAIL 14 Irrtowoo0 1 RXVINYL SLIDING GLASS DOOR NOA(LM) 10/05/1'. aP-HOOK EXAMPLES, HORIZXSECT.S JROSOWSKI mmmxrasalT POT PGITx6IHG NO CHANGES THIS: SHEET. IASI04/05117 NTS III 6CF21 MO-5570.0 N.. 68705 PE I Design Pressure (DP) and Anchor quantities Required, - (br all apprmed con6gum8ans on Sheet 2) Use this table for. Oaof L)mT Helghl Glass Types 1, 1A, 3 or3A 80' So Sul W15/16- DLO Height 7245116' DLO Height 84-1511V DLO Height Astragal Rehdomemertp79 Anchor Group Anchor Gmup Anchor Cmbp Lackstile Relnt]memesl 025 or426 AT B TC D A 7 8 C D A B C D Sid. kdedwk common 427 Desfgn Pressure +W/-Wpsf +wl-opsf +60/S Psf 18.1B' HeaNS01 C3+1 C3+/ CS+1 C3+1 C3+1 C3H Q+1 C3H C3+1 C3+1jM+lC3+1 24' OLD Jamb 6 5 5 5 5 6 6 5 ' S 6 Width P4rook 7 7 7 7 7 7 7 7 8 aDesgn Pressure +6'-Wpef +60/-60ps1- . +60/25.1/8' Fie TSHlW+1 C3+1 qN p+1 C3+1 C3+i C3+1 C3+1 C3+1 C3+130' DLO ,fygb 6 5 5.- 5 6 5 5. 5 5 5WIdNP4mok 7 7 7 7 8 8Design pressure +60/-60psr +60/-60 Ao! +60/31-1/8, Head/S01 C3+1 C3+1 C3+l C3+11 C3H C3+1 C3+1 C3N C3H3E DJamh5 5 5 65 5 6 Widh P400k 7 7 ''7 7 7 7 7 7 '8 1 e 6 8 Design Press"+60/-60Daf +60/-60 Par +60/fiOPsf, . 37-1/8' HeadfSII C3+1 C3+1 C3N c3+1 C3+1 C3+1 C3+1 C3+1 C3*i C3+1 G1+1 C3+1 42' OLD 'Jamb '5 5 6 b 5 5 6 5 6 6 6 6 Width P4mok 7 7 7 7 7 T 7 7 8 a 8 8 Design prow" +60/-60112f. +60/-60ps! 1 +60/-60psf 48.1/8' H"Sgl C3+2 C3t1 C3N C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+l C3+1 40- OLD Mal Jamb 5 s 5 5 5 5 5 5 6 6 8 5 P4=k } 7 7 7 7 7 7 11 7 1 e I a a a USED IN EXAMPLE ON SHEET 0 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 81 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. - I . 4) SHEEP APPLIES TO 2.3 AND 4.TRACK CONFIGURATIONS. 6) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11.16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. jSHEET t FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL -HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE Bi, THIS SHEET. It OF ANCHORS THROUGH THE HEAD 6 SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND1'ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB, THE# OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULARTO THE GLASS; WateWmited , (+) De61gn P16m1m 801' Poser Nam. S01 Height ". (+) DP AOcwed Nate 1-11116' See Note2 42 2-1rT +38.7 per 43 3-t/2' +60.0Isf 44 4-1f16' 1 +60.0 pBf 45 4-W I +60.0{ef FIG 1: DOORASSEMBLIES INSTALLED WHERE THE s OVERHANG (OH) LENGTH IS Z EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS I EXEMPTED FROM WATER INFILTRATION RESISTANCE I OLD WIDTH -NOM. PANEL WIDTH -6-g/16' OLO HEIGHT =DOOR HEIGHT -11-111W PANEL HEIGHT - DOOR HEIGHT- 2-11W VINYLSLIDINGGLASS DOOR LE (Lid) C 10WSIKI DPBANCHOR QUANTITY TABLE - d; UROSOWSKI vmciPea3r vmo®w'nms,wc NO CHANGES THIS SHEET. �804105/17 NTS IAI 70F21 P81 MD-5570.0 No. Slops Design Pressure (DP) and Anchor Quantities Required, , - (br an eppmted ccn6gtueticns on Sheet 2) Use this table for. Gow fmh Heigh So- 04- 96" 108' 12V Gass Types 2 w4 BB-1918' DLO Haght 7Z.1511V DLO Height 84-1511W DLO Height 98-1516' DLO HNgitt 108-15116' DLO Hd9N Astragal Reink ment i729 Amwr Gmm AmhwGmp AnchorGmlp Anchor Gmep Anchw Gmop Lockstie Relnbmemett 925 HD Irdelcak Re] mement 928 A B C D A B C D A B C D A B C D A B C D Design Pnwstse 4100/400pa/ +100/-f00psf 4100/-impsf 1 +G0/-65Ps1 460/-6Pa/ 19.1/8' HeadfSlll C3+1 C347 C3+1 C3+1 C3+1 C'l C341 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C341 C3+1 24• DLO Jamb 5 5 5 5 5 5 6 5 6 5 5 5 8 6 8' 6 8 6 5 6 Width P-Iwok 7 7 7 7 7 7 7 7 e 8 8 8 9 9 9 9 10 10 10 10 Design press" 4100/400ps/ +1001•100psf +1001-100psf +W/-65psf +60/-65psf , 26-Il0' Heg gn, C5+1 C341 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3-i C5+1 C3+1 C3+I C3+1 CJ+I C3+1 C5+1 C3+1 03+1 C3+1 30' OLD Jamb 5 5 1 5 5 5 5 8 5 5 5 ` 7 5 6 6 8 8 8 B 8 8 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9- 9 10 10 f0' 10 Design Pntssm +1001-f00ps! I +1001407psf +100/.100ps/ +60/-65psf +60/-65psf 31-1/8' Head/S01 C5+2 C5 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 CS+2 C511 C5+1 C3+1 C5+1 C3+1 p+1 C3+1 C5+1 C 1 C541 C3+1 38° OLD Jamb 5 5 6 5 5 6 8 5 5 5 7 5 B fi 8 6 8 8 8 6 Width P4tmk 7 7 7 7 7 7 7 7 8 B e 8 9 0 9 9 10 10 10 10 Design Pmesum '+1001-I00ps/ I +1001-100ps! +100/-ifoper +80/.65psf +60/-65psf 37-IIV HeaNSill Get C3+2 C5+2 C3+1 1 C542 I C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C6+1 241 C5+1 C3+1 C5+1 CS+1 C5+1 C3+ n42" �A Jamb 6 5 �7- 5 6 5 7 5 6 6 e 6 8 6 6 6 e 6 7 B P-hook 7 1 7 1 7 7 7 7 7 1 7 8 8 8 B 9 9 1 9 9; 10 10 10 10 i Design Presswe +1001-100ps/ 4f00/-f00ps/ 492/-92psf• +60/-65ps1 - +60/-85ps! 43-1fe' Head/SIII C5+2 C542 C5+2 C3+Z C542 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 I C3+1 I C5+2 C3+1 C6+2 C5+1 1 C5+2 C3+1 48' DLO Jamb 6 6 7 6 6 5 8 5' 6 ' 0 5 8 6 7 6 B 6 8 fi Width P4wok 7 T 7 7' T 7 8 S 8 8 9 9 9 9 9 8 10 10 10 10 Design presswd +80/.Wpsf +80/.Wpsf - +80/4mpsf +60/65psf +54.1/-68.7Psf 49-1/8• Hea(Sgl C5+2 C3+2 C6+2 C3+2 C5+2 C342 CS«2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 I C5+2 C5+2 05+2 C5+2 C5+2 54• DLO Jamb 6 5 B 5 6 5 7 5" 5 5 8 5 8 8 1 B 0 8 1 6 8 6 WkRh P4wok • 7 7 7 7 7 7 7 7 8 e 8 8 9 1 9 1 9 9 , 10 10 t0 10 Doslgn Presstao 480/-80PS1 +80/40psf +80/-SOpsf +69.1/-64psf 449.6/S3,7psf HeadlSN C5+3 C342 G6+3 C3+2 C543 C3+2 C6+3 C3+2 C5+3 C5+2 C543 C3+2 Cb+2 C6+2 C5+2 C5+2 C5+2 C:»2 C542 C5+2 BD' DLO Jamb 5 6 6 5 6 6 7 G 5 6 B 5 8 B 8 8 6 8 B 6 Width Widh P-hoot( 1 7 1 7 1 7 1 7 1 7 1 7 1 7 1 7 8 1 8 1 8 B 9 1 9 191 9 10 1 10 1 f0 I 10 '+1-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. A SILL RISER IS NOT REQUIRED. IF SO, +Of's SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS, 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS I I-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. o OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C341, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. "•—� THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GLASS. FIG is DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water-Llmlted (+) Design Pmmm Sig Nan. Sill Max. (+) DP R atir Haight Abiod None 1.11116" Seel"e2 42 2-Ir t +38.7 pal 43 3,W +80.0 psi 44 4-1118' +90.0 pat 45 45f6' -100.0 pal PRODUCT REVISED w coepi with the Merida Ouilding tla NoA-No. 17-0420.06 E,halbn 0sb04/14/2021 DLO WIDTH = NOM. PANEL WIDTH-8-9/16' t DLO HEIGHT =DOOR HEIGHT - 11 -1110' p�tONY LYNN, PANEL HEIGHT =DOOR HEIGHT -2.1/2•?ucENa�' *. No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) DP&ANCHOR QUANTITY TABLE If -,I JROSOWSKI ,A '•, '1 i$i )€j NO CHANGES THIS SHEET. 1881041051171 NITS III BOF21 JERI MD-5570.0 m M EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - P)O K, INTERIOR MOUNT POCKET, 48' X 84- MOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: ♦48.?J-58.8 PSF - - POE OY On s,s 6,r6e s 0 SPLICE uAlc l` W 0R SPLICE NOTE m SMOS MIELOASNEEDEMAY SNE >- -. BEADDED UKIELOAS NEEOEO TO Al1GNTiE RSELIFA 9PUCE OCCUR9 WITKYATHIHA POCIIET. �SBL SPACE OU ET SY NOoTE RHm e, , SMEET6 �CEMLRLNE oFwrErnOac WE n 26dl6-� SHEn 12 1- s� HEAD ANCHORAGE DETAILS P)O X (3-TRACK) ; - -, 4 RIOR CENfERLPIE CENIERLOIE 1IIr IIII� OFwmnOCK - OFk RLOCK � OF PANEi1 FNIE(RI 1 CFE 2 �OFPANEL2 I -.-I T63ro'Wu. Fes- p __ ANCMOMOE,. SHEET II 'Cf CLVSiEA, SHEET 11 '✓CAHCHORAGE, •OTCLUSIER, SREETII MAX. FXIENIOR 1SMAX .. 21.V FRAME JAMB - .6FEPOGNETJAMND - ENO ANCHOfUOE SHEET II (MIN.,IANCNon) RETEROUIREO® ' - WALLAVONON _ _ SILL ANCHORAGE DETAILS - ' Oz. 6NIORPOCITB �SHEETS PXXX(3-TRACK), _ PRODUCT REVISED 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLESI & 2 pN.w9 w10 w> FloMea eWte4elvS= FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF 17-0420.06 +48X-58.8 AT MOM. PANEL SIZE OF 46' X 84'. FROM TABLET, SHEET 7, THE END PANEL ANCHOR EXCEPTION: N014No. - DESIGN PRESSURE IS+801-66WHICH EXCEEDS DIE PROJECT msm ISTANCEroNEXrfl Oms Enl.u. oaw 04/14/2021 - PRESSURE REQUIREMENTS. _ - t roBE2ssrc o.0 oR LEss DY ' FOR WOOD INSTALLATION USING ANY ' fe °O n1rp1 7�+m ANCHOR IN GROUP A(SEE TABLE A), TABLE, JAM 5 1 SHOWS ANCHOR REQUIREMENTS OF: -'I P4=k 7 - 2) ANCHOR LOCATION DETAILS, CAN,BE FOUND ON: - 6'. MAX. HEAD (CLUSTER ANCHORSI. SHEET 12 FOR THE'C3" CLUSTER ANCHORS AT : - CENTERLSVEOFENO PANEL THE INTERLOCWASTRAGAL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE o�ANcxoa roaOlN HEAD (INTERMEDIATE ANCHORS): SHEET I2 FOR THE'Q ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE AQONIAENT 1 MIDSPAN OF EACH PANEL - 'C3'CLUSTER O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER ANCHORSARENOT REQUIRED A9 P-HOOK JAMB 'SILL (CLUSTER ANCHORS): SHEET 11FOR THE ANCHORS AT 26-WT. OTHERWISE YLYNI���'o ANCHORAGE ANCHORAGE ANCHORS): SHEET II FOR THE2ANCHORS AT THE SILL(INTE'RRMEDIATE PER THE FlGURE ABOVE: DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 1WM15 Na. 58705 e * f FOR PRODUCT REFERENCES ALSO SEE: EXACT P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL STRAIGHT DOOR EXAMPLE �S JROSOWSKI0:- A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND -LAYOUT. ••.•T4W.' ' LOCATIONS OF CROSS-SECTION DRAWINGS.. _ - B)'SHEET IO FORSPECIFIC GLAZING TYPES. - 3) INSTALLATION DETAILS INTOWOOD CAN ® ovm a sp N Dw m NO CHANGES THIS SHEET. 04/05117 O ••..... . C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BFOUNDON;LSHEET4 1070TECHNOLOGY DR '- �� �rhS NA... D) SHEETS 4 A 18 FOR CROSS-SECTION DRAWINGS. EXTRUSION E VENICE, FL 34275 E)SHEET 19 FOR INSTALLATION OF ADDITIONALN. ADDITIONAL ACCESSORIES. JAMB:SHEET3 941}480-1600 MRLMAM SGD-5570� NTSIII 90F 21 MD•5570.0 �f A ALYNN M6LEIA PE F)SHEET2IFORABILLOFMATERIALS. P-HOOK: SHEETS P,EyyO� NIT NON. WIWNSGA1SS-1\ . .W9 FVB EMS' ANN G1A39 Oa1 a — -- r PROWCT IS'E%TER*R- TOWARCSTHEfJfTFAml ZVI PROWOTI9'IM1IIERXA- GIAZED'F INNf TOWARDRTMEIMRIOR. s6ENOTE2 THssX GLASS TYPE 1 D KODISPACE 4SG TPS 7/1WNOM. 3/16- HS GLAS! .09T PVE PNNTEOI GLASS OWED•IFpSDd116 D I GLASS TOV/APDS THE FMERD0.I I BITE I I \ PRDUTIsiN 7a ls TOWARDS RE N7E RIOR I SmNOTE2 Txas EET GLASS TYPE 1A STRUCTURAL 3N6'RS GLA56 SWCONE ME. NOR. FOAM D90•PVB DESVAiH - 3/16' HS GLASS ICCANT 711E NOM. .090'8G PA94TEDI 3Nfi• HS GLTSS /—LAMINATED SURFACE O 81 PRODUCT IS 4MERIOR- I ]G'�. TONAR0.9 THB4I15 EX ENORI SITE I Efllgl I pROCUCT ISImwR I N OLVED'Ftl INTINI9 TOWARD: THE ERIOR � SEENOf62 Te5.M1�T GLASS TYPE 2 PAINTED! ��-DR. GLASS a3"mM q PROOVOTIS4XTERIOR- I PR SUPER GASED'F=S IS 1 7/8'NOM GL TOWARDS THE EXTERIOR I Q I GLASS • TO TE SPACER®NXTt" I I BNE 1-InGNOM. PAINTEOI FAINTED? r—LAMINATED TED MIN7Ap SURFACE SURFACE ' 7 PgT EXW.I IMZU3 7OM 1I MTOWP0HDGLASS 0A SITE SITE_ PRO2CTPo I ]S GLAZED F - TOWAaRDS T{ I - TINS SHEET GLASS TYPE 3 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED - T=TETIPERED 'At-1N6'NOM.ryVB'=.090'TROSIFOL®PVBINTERLAYER ''LASS ' BY KURARAY AMERICA, INC., Tso F'SG'=.090° SENTRYGLAS® INTERLAYER Ass m m BY KURARAY AMERICA, INC. ACME— 76 PRODUCT REVISED L SS m oomplyingg Wim the Flo4Ba PAINTEOI BaDGN6 cP4o m LAMINATED NGq-No. 17.0420.GG SURFACE E.P1ra0Pa Dab 04114/2021 OR. I B n a LWEe _ a IM PROWCTISINTERIOR- I I PROOUCTISINIEAM. CEM ENT POLYISO- DESICCANrMLAREA DA�D•F=431S I >p GLATF.D'FP9t4T1S BUTTLENE , TOWARDS DIEINTERIOR. 7GWAROSTNEINTERIOR SEAL 6I18 NOM. I m I SWCONESEAL sEEIW1 SEENDTE2 J ROLL -FORMED TNSSIFET Tli4sI GLASS 17t GLASS I SITE 0 DES F STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 I"ANY LYNN "'a, EXT. GLASS NOTES: �• ••.•.•. 'yV EXT. GLASS 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. RIT f3 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ *, t Na. d8y0B2 PRODUCT MAY BE EITHER GLAZING DETAILS S JROSOWSKIIMOLASS IftT. GLASS INTERIOR OR EXTERIOR GLAZED„ TN - PROVIDED THAT THE'HS'SURFACE NO CHANGES THIS SHEET. �A 04/05/17 DURASEAL® XL EDGE ozvAmrtoavNa Pmymvsr�s.Ra P ` nO O OF A LAMINATED GLAZING UNIT IS "umGlRaRaDrvEp 5'•..LORtDT;: SPACER SPACER ADHERED TO THE GLAZING LEG. 170N. ECHNOLIGY R �� ''T,S/ON1'pILIV (941)-48D46D0 AL" WIlERpE mur oP AvrRnmev SGO-5570 ,� NTS 10OF21 E$ MD-5570.0 $$ A p,Ep SILL CLUSTER ANCHORS LAYOUT: ASTMOALOR , N ERLOCK cwmcrvE 4• 2-TUCKCIS61FItYS AKCXORLOCATNNR STMCNtlLSfERC]• ANCNdiLOGTON9 —.-I---3,22" 4TMCKQLSIER •CTAMMRLO MNS ASTMOALOR NRTLOD �LP�• cI�uTEra/E 4• . 71 0 EMCnIMR V azRArxaos w AMMR Lo=m NOTES: 1) ALL DIMENSIONS SHOWN ARE EASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" J2.375° FOR ALL SILLS: 4' STIMCKm_ -- "MR L =M Lmm CLOSTFn WMWORL MM PANEL f£NIERL=1E IEXTERIOR . �J 2-TiRCKINiW m YI•ANWOR LOGIDN PMEN cENT3UIIlB FMERIOR �' �/ sTMCK ITrtERumulE ' vPANLl10RLOGTION well 4I•ANWORLOC.ITW PANEL CENRERLII� 4• EnEMR 2-1MCKIMEI01E m YS•AMMRIDf. MW 4° STMCK INDJ¢1Ed • YMICHORLCCAMNS 4 MCK W(ERYED M •.TMIf.RORLIX•A=M PANEL CENTEIdINE 4° EXTEfIR V 4-R:ALK IMflWEmATE •.r ANWCIiLOCATKM24 PANEL CERR]iWE 4•. "TERM -•.. 3.2Y V STMW IMERNdEOUTE • -I WAMMRLO =M 4TUCKIN(DtNEOIATE vSANYNCRLCCATONS 4°. NOTES: vK:nluMNmn¢PatoxvclRl 1)ALL DIMENSIONS SHOWilF ON MINIMUM ALLOWED. IMv4mNTfi MIWOx IOGMINR' . DISTACK-TO-.376- DISTANCE IS 2.376° FOR ALL SILLS: PRODUCT REVISED HaeNS�l H pa complss••Ingg IHN No Florida LYNN Jamb 5 OWldlne `ndo 0 . P 18b 7 No Eg.. 17.0420.08"IACENSF' �4 ErylmOon IW 0414/2021 * : N. 58709 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 tB.91am c mem ' ANCHOR LOCATIONS A S JROSOWSKI=,AO'•., I i•��/` NO CHANGES THIS SHEET: JklinVOSM7 '.,cFy�•`�.�oRIOP: •`G��: NTS 111 11 OF 21 IANI MD-6570.0 HEAD CLUSTER ANCHORS LAYOUT: A91NRilLLOft INTERLOCK 4• I� CENfEiLLINE Ez1(E(jj 3.22° tJ 21RACKCLILRTER'GP ANDHORLOrATKlN4 &rPAfJ(CLIISTE w ANCHORLOGTK)NE 'CTANCHORIAGTONS ASI &OR NTERLOCK 4° cENrErau� IXifEIRNIR 322" v z.T ANCHOR OR LOGWW L113TlI0N9 CENERLINE 4• E , ERIOR —•-1 3.2: AK'OHORLCGRONS ASTFADALpi MIERLOCK—� 4. CDJIERLPIE - �fE�RyIOR 3.2: C5'ANCKOR LOGTM14 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK ANCE 15 2.[V2.375- FOR FOR ALL HEADS:S: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL OENIFALP@ 4° E EE t R -_ 3.22° V 2TMCKINRiUd®ATE -.TANONORLO MWS PANEL cENTEwme IXTE��NLLOR I/ ZrRACXIMERMEOIATE li'ANCHORLOGTION PANFL CENRiRLINE xrewoR rL srPACK urtERUEnwrE V Yt'dNCHOR LOGTKIN ' 4TMCKINTHUdEDIATE lrmmoRLOGnoH Pavel cENR4 M EfREPIOR, • Il_TRACKINR]UAF➢ME '- TNiO10RLOGTWI6 VINYL SLIDING GLASS DOOR NOA (LM) 41MCN Oi1FRA1EDATe `°S ANCHOR LOG1NlN9 PANEL 4° OENTF NNE fl 3.22' 3-TRACK INRF WATE V'ANOHORLOCATONS vANEL CENTERLINE 4° EXTERIOR 3,2Y (l_' 1lRACK WTEPNEOATE V '.9'MCf10R LOGll0,�6 HPAGIMF.PMEDATE'•5 ANp10RL TK NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376' FOR ALLHEADS: J ROSOWSKI RING CHANGES THIS SHEET. IRA104105117 1 NTS 1,11 12 OF 21 €$I MD-5570.0 PRODUCT REVISED Ao comp 9wl0 M. F1.9d. Du11Wn0 0®0 NOq-No. 77-0420.06 * ;' No. 53705 4 P-HOOK ANCHORS LAYOUT: K NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK x Hae4lSu C3N Jamb 6 P k 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): 2.375' —� 4.76' Lf 21.0' ICKFRAME MAX. D.C. FX7Er III6' MAX. M2TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB PEWEEPNOTCHES 't I III L (3) EEP NOTCHES .600' U I'�r 7.126' Ij 0, 21J? Pail C3H MAX 0 LCE)(aER1IXi r ,..,•NOTES: . 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY e' BE LOCATED IN'ANY ADJACENT TRACK MN( (SIMILAR TO THE 2-TRACK JAMB)AS 7� REQUIRED TO MEET MIN. EDGE DISTANCE I 4TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. n JAMB'I I' ]I - ^(4) WEEP NOTCHES I I IH lu ju I((1 (5) WEEP NOTCHES 500' , -PER END @VX.�—PER END@ i' X.5W' - (3) TRACK WEEP HOLES. (6) TRACK WEEP HOLES EVERY 24- @ 1.126' (1) WEEP NOTCH EVERY EVERY 24'@1.125'X.180'; �- 24'@1.375'X.S00' (1) WEEP NOTCH EVERY -'24-@1:375-X.500' SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) SILL (10)TRACK WEEP HOLES EVERY 2e @ 1.125' X.190'; - (1) WEEP NOTCH EVERY 24' @ t-375-X.600- VINYL SLIDING GLASS DOOR NOA(LM) - alloloalif ANCHOR LOCATIONS C is J ROSOWSKI NO CHANGES THIS SHEET. 41 04/05/17 SGDw5570I-1I MS 111 130F21 1191 MD-5570.D �9 A PRODUCT REVIS Pioritla "�\NY LYNN ouu4ano Dodo �0 ..••..••... Noa-No. 17A420.06 C�iraOen oat�Z 21 2*? w N%53705 PcuaEVPERrulror� HEAD 9O° CORNER CLUSTER ANCHORS LAYOUT: I SILL 90° CORNER CLUSTER ANCHORS LAYOUT: FaLow.xaw'caw+ERsu .Wb00. LOG1gVS exxra ...TENOR 2.TRAOKSo•WRxBi n 'G•ANCHORLO MNS V (WEMERE'CS'ISSPEGFED) 1lMCKEff CORNER •G•ANLHORLOGTIOIIR (USpE NMEAE'CY I6 5I6 SPEGFlEOj _ IH X H 111 'm NSENMFAE RS IS SPEGFIE➢) STMd(W CORNEN 'W'ANf]IORLOCARON9 (USE WHERE'LT IS BPEGFIED) I 3TMCKSO'OOR R E2gMOR 'G'ANCHORLOCATIOIS I-_ (USEKHEAET4'q SPEGFlm) V H w R 1 &TRACKRLO(A o EXTERIOR °CS•ANfMORLOCATI0N9 2 (1F5E Ni�frAE TS I9 SPKJFEm R F H 1 i }T KWOORHER fMERR WAIICKORLOC4TIO.N4 (FUSE �R�E MS' IS SPEORED) PRODUCT REVISED NRF Cep197e MIh IM Flo44a Nah-n-N°. 17-0420.06 i OXWm6PR Oah 04/1412021 Q" l SF'•..C� i No. Sams ' ° �'i LCS •. COftIDP.� �?� 3.22' lcwkJcl-IORLOc 322• 4TRAMWOORNT EXTEN 4TMCKW DDRNER 'EXTEROR 4RNCK Ba'CORf@R EXTERIORTMCWIERE RIO ll1111111111GY'ANCHORLO(f.TXNJ9 — 'G'ANCHORLOGTIONS TION9 (MEWHERE'03'ISSPEf.IRm) NSENSRAE'C4•ISSKUMD) (INE\YAEPE'CPSSPECFFD) IDSE WHERECa•195PECEffD) A. LYIM NalER M. vE4 amm NOTES: ' RcuPPS FarnuHroTlRPwwmoemcaw+Rl 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ImAeoXnwRtautola: �LJjj\ (\ ��L�J� �y VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 90. 2)DILAA FORCLS ICTAE(SHOWN) AND INSIDE CORNER WOULDIO ` J d ANCHOR LOCATIONS D, m JROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. HaaN3N O 1 Jamb 4 3)TRACK-TO-TRACK covmlmrtemn rorummnFa,wc �NO CHANGES THIS SHEET. ��04/05117- P-Rook 7 DISTANCE IS 2.375' 2.375' 2.375. '�Po TECHNOLOGY FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY 5 N. VENICE, FL 34275 It - (941HSO.1600 SGD-5570 NTS 14 OF 21 4 MD-5570.0 �BA rsRT.w Avm. rnxsa HEAD 135" CORNER CLUSTER ANCHORS LAYOUT: SILO35a CORNER CLUSTER ANCHORS LAYOUT: FWOWYA I]S WRNEASLL - N4Sfa11IX'AimH9: 135 W322' 4' 4 4'v �I�yOR Il 4. E JR�oR 4. EXIE�RI�OB. P-MOk 7 2-MCKIWCORWR " 2aP"LK1S6'COPNFA 2-I CK189CONER V TTIW ISTwP V ' •G'A ORIOCAAOM - '('6•'ANCHORLOGTIIXb TRA ORLOCAT •OJ•N ORLOGT (USEW E4 WWEOFTE0) - IUSEMMQE'CSI66FEdF®) .� (USENNEPe°CASSPECIFIEln .... (U6E WHF.AE'CSIS 6PEGFIEO) , , - a 4' PRODUCT REVISED 4- 4" v com ly vg vIM m. FIo4Ev - e B.Udl.g Code NOA410. 17-0420.06 L¶pµLT B� EXTERIOR pS E%IE OR BQ ��wZWImtbnDato04/14/2021 E j�iLI ILWV 322- ,_ 3.22' mivm a uc YTMOI(IJS CORNEA 3-TWV:KIJS•COWIEX STPAOKIJSCOP101 3MOKISSCORWR . 'C9'ANCHOR LOGmON6 - Y6•ANLHORLOCATpN9 • N ORL VOW WM=RLOC MOW NSEYAIERE'CTIXSPECU4Dj - (USEWNEAE MSFE4VED) (ltiENOffAESJ'06PFGPEO)- (USEKHFRE' MSPECFO) 4- 4' 4' 03220E%IEmO �1 IOR jjj�LO{�II��4• - �AJJ.F c���;•''' "N•4'-8 N.Y.T.. .eL..Y.N'V UCENSF�''. 4, DN068705 XIOR LO % '4L .. ,, 4-TPACIL IJS'COPNER � 4TMIX1Y^WRIER Tl 0.1PAIX iJJ•CORlAR 4TMCK iSCCOPNFA �is1O NG:N� 'U'ANCFNRLOCATION9 •Lre'Mdd10R LOC4TIOta: YA'M'GIORIDGTIONS 'G6'NiGpRLWAAGb �/21jNALIE��:: UEeYMFIE YSLS 6PeaFEO7 R16E lmQ:RETS'IS 6PECwm) (IgE µREAE'C3'ISSFECwED) (IEEWREAESS ESPECwfD) 1 ALVNN NLIEA PE NOTES: PF.066205 Fru�ESFDOra+ro,�Fwan++o lflrcmrsR 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Irw 4xamPLOUTIXrs: L VINYL SLIDING GLASS DOOR NOA (LM) 110105115 135 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E&JRGSOWSIO Heassm 1 Jamb 5 4TRACJC-TO-TRACK 7F�� ammmxraml2 rmwPusmRSem. d� NO CHANGES THIS SHEET. 004105117 P4mvlt 7 DISTANCE IS 2.375' (L, 2.375' 4375. �m FORALL HEADS AND SILLS: f1(Li 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)480-1600 S_ -55701 NTS 111 150E 21 $ MD•5570.0 £ A LCRT flNN fRAfl sr LO AT 4" EXTERIOR 3.22" 'ANM R RICE 'C"ERE'W IS S TIORB (lRE WNERE'C9.19 9 PECEIEO) SPLICE Lawrwx 4.75" EXTERIOR 4' Il_ &TRACKBPIICE V YA'gNfIIORLOGTwN9 (USE WHFFES9'415PECff1ED) aTRAucsPucE wCARtiltli tacATwNs (USE WNERE'CS W 6PECU®) BPLIC tosAr 4° EXTEROR - 3.22' 2TRAG(sP -CSANCIR]RL=Tt= (U MERE'C6'I69PECIREO) SPLICE Lawn 4' E RIOR 322' b 1T KSPIJM W ANCHORLOCATIONS NSEVMPJERA' •IS9PECIPEOI SPLICE 4" LOCH ON FXTERwR 3.22" aTPACX9RICE '�•ANG10R tounors jIRE W HEId: Td' 19 ®ECIFED) SILL SPLICE ANCHORS LAYOUT as INTERLOCK OR ASTRAGAL: 6PLICE LocAnoH 4• EXTEW _ f-. &ttUIX 6NCE �/ YA•ANCNOR mspEONB (USE WHEAE'C3'Ei BPECIFlED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4" aTRACltsaum •u•AxcxoRLavnoNs N9E NM EEE'GT' IS SPEGFl®) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET; SEE THE EXAMPLE ON SHEET 6. 3)TRACK-TO-TRACK DISTANCE IS 2376' 2.376° 2.376" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SP LauTwN 4•- EXTERIOR Il ATRACKSPNCE �/ '06'ANCHORLOG1wN5 IUSE WNFRE'CS 5 SPECRIFD) 4" YA'ANCNg3LOGTwNB (U9 E WHERE YS' 6 SPECIFIED) arPacXSPtrcE 'Cp'ANCHORLCCATIUIS (lRL WNERE'CSC: SPEL9iiP) 111,0.1111 ®" 0 PRODUCTREVISED Ouipl4ping Co�tla Ith the PIor14a NOA-No.. 17-0420.06 EXplxOop D.W 04/14/2021 No. 58705 SLIDING GLASS DOOR NOA (LM) III ANCHOR LOCATIONS F 114-1 J ROSOWSKI I NO CHANGES THIS SHEET. gee SGD-5570111 NTS IMI 16 OF 21 R11 MD5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES GMGIE 9MGlE �o LOOKGRLE ASiW.OAL AGTMM omoli m AGf GAL H$OEam ,A6TMWL 001swE,as A9,RAGAL 0s6x:1x• ABTINGAL INE°OROR MIEALOLX oa INTERLOCK IN SIRE WIHAIALE IMoa B N REGENER' MmIveR PEGENQ3 REGENER EMEPo'ORGLAZEO N E F PP K' . L L TC TA' TV TW INS B H P A C C SC SA SV SW W RR R S NuarG S reT«w FC FD FV FW LL) J L Tlw D M J � WI HANDLE mwouG amw AS,MQ LR T U .soxGu �'xv N T U W - •J U) eoxw AGA °'" w CT CS CF J W m RECEIYEa Nw AT AS DF . AS UGA aECENFA VT VS VF HL'mR /SIMWL WTI WSJ WF PECEIVF LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE °F°SHOWN. PANEL NOTES:., 1) SEE DP/ANCHOR TABLES 1 S 2, SHEETS 7A FOR PANEL SIZES S DESIGN PRESSURE 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARI NOT AVAILABLE. .. 3) MAMMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60% 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. i c wrcrv000anl wro AumGHrsara 1WOTECHNOL N. VENICE, FL M SCREEN PANEL TYPES GouaE INI[f¢DLK { As,aacAl. MLOCK6TILE WVELE MTEILLOG( JLOCKSRIE � �-{ ASTUGN. SD SMGIE MIERLOCK TERLW INR:aLGCK A OW= IN,ERLOCK ��nn.�.wwtiA L TILE U OWaE GN4E DS MfERLOCK IN,E130LH ".fto. VINYL SLIDING GLASS DOOR NOA(LM) 10l05115 _�* No. 66705 =4' A`,'�(S/�-� ','�,c..'+, SAE 0 PANEL TYPES JROSOWSKI NO CHANGES THIS SHEET. �� 04/05/17 NTS IfL 170F21 I€aI MD-5570.0 S.B75 9 10.635 �1 540' r.291 061 r i O O .100 Q - p� .600 125 TI �.550 lL - 1.g12, Cl p p o 01.681 .002 930 r�u 1.928 �- .106 6Q[a7�7lalr�i- ���, F�ESCREW .301 INTERLOCK CAP, Q7 2TRACK HEAD/JAMB O4TRACK SILL - TO COVER (PVC) BO ANCHOR PLATE OTRACKINSERT 70 EXTENDED POCKET 8.250 ry 8250 �I OI�Ip-I o � 780 LJ LJ .100 3 dG'.1Qu-=z1 1 O3 TRACK HEAD/JAMB D 3 TRACK SILL � 5.875 -I-y ❑�� 100 �� I.Bi3 �100 6� 1 O5 4TRACK HEAD/JAMB O2 2 TRACKSILL 1.625 2833 2368 Q 1 .188 .110 I-�- _ 1.000 262 ' �2 231 080 ---1 2.060 1.013 7i- 1.436 �j�--'"I .848 Tye-�I[1� T'4' 1.989 -�6f.082 17 5 OFOR RAIL 12 COUTER OVER SILL 0 COVER SILL TRACK 7© P•HOOK ADAPTOR 762 17 5.178 080 Qg P•HOOK 64D 125 $40 2gT' 1 .OBi F.229 �2.q--l �4 Lr 2141�-j1-��y III- 3.000-#--�I t+ .62 X61+1+ 1 A 1+2.607-Q 076� IA06 A62 F�.062 1BEXIFJJREO 0KEEPER BAR ER ® RAERINFORCEMENT @ FD(ED PANEL CLIP ®4 RREEIIFORCEENT 1:595 I+- 1.695 - .300 ® I 3LA 2.898 126 070 7884� �T11O8 .312 2210 120B2 .120 1+.182.100 EaENDEDPOCKET ® AND STILE AND STILE @RENFORRCEM REINFORCEMENT, REIN ORCE ENT, ®REI REINFORCEMENT ® INTERLOCKADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT .126 135-CORNER ®ASTRAGAL 1.472 125 2.175 .070 @13V CORNER PASSIVE MOUNT .060 3.713 A48 1.500 1.170 �--'229 ©135-CORNER @135-CORNER ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR 3.328 .090 3247 L (gW CORNER ASTRAGAL 2.511 2.838 0 .080 090 .076 P 4.635 4279 .7 W _ .. 090 2116 © INTERIOR JAMB GOVER -2.710 1.875 PRODUCT REVISED , Aa pomplyln wIM NO Florida INTELOCK PANEL STILE, TOP O.Odmpu ADAPTER @ASTRAGALAODOIJ ®ANDBOTTOM RAIL NOA-No. 17-0420.06 +-3.345 3.345 Dos 40 90' CORNER ASTRAGAL CAP, EXTERIOR L919 O60 919 ® 90' CORNER ASTRAGAL CAP, INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. +L912 .912 .210 -y T-'- .252 - .173 T11261 .085 VINYL SLIDING GLASG DOOR NOA (LM) iD/O5/15No.6B7D51.281 .082 1281 1.2g1 1261 EXTRUSIONS JROSOWSKI '-D �; 7118' g 7/16' i-7/1E' 11/i6 1�/i6� FAO ••• �5� �` ®®, ,® cpmvglrp¢on Pdrwowmo-s.wc NO CHANGES THIS SHEET.'•. p(ORtOP.' SDUAREBEAD BEVELED BEAD ®BEVELEDBEAD OGEESEAD OGEE BEAD ui arcprtsaema® G 1:rSL..... GN..� NTS III 18OF21 I€$I MD-6570.0 PE o'4z) INSTALL CLIP HEADER BLOCK TO HEAD 1 UNIT O "® INrOFRAMEJAMB - JAMB TO HEAD (4)CLIPANCHOR CLIP INTO ATTACHMENT - ASSEMBLY 8 SUBSTRAJE, TYPE AB USED PANEL o USING 4,� INSTALL ONE BLOCK AT ,HEADER N INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A, SHEEP 1 ANCHORS, SEE AT ASTRAGAL, INSTALL ' (3)#10X ° TABLEI ONE BLOCKTHAT (3)#eX w /' SPANS BOTH PANELS. m LS"SMS � - I 7°SMS / .I @FIXED PANEL CLIP \ FIXED. INSTALL ONE CUP AT THE (2)1/4" a PANEL MIDSPAN OF EACH FIXED _ °$ X 2-1/4' SMS CLIP PANEL -TO -FRAME JAMB LOCATION. _ 08 X I" 1 \ ) SMS / (4) #10 21 BARCOVER \ X2'SMS as a REINF. BAR _ a #8x 1-1/4'SMS ) KEEPE Ia q o ­4 ( / \\ / (4)T KEEPERQ4 d \ 3S0.O,SEESHEETIS JAMB TO KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT LOCKING JAMB q PRODUCT REVISED REINFORCEMENT X1114"PLATE I pl �rrlmm20.06 �amoe ATTACH WITH #BX 1-1/4' 4-PANEL, 2-TRACK KEEPER Ic Roa-No. 770420.00 (M 34-112" MAX O.C. OXXX SHOWN Expwtloe 0-te 04%4/2021 0 ae (4)#1Y SMS � INTERLOCK .. INTERIOR CLIP COVER INTERLOCK NOTB EXTERIOR 24DEAIL6 APPLY TO2, 3 AND 4 TRACK CONFIGURATIONS. REINF. PLATE 2) SEE SHEETS 11-10 FOR ANCHOR LOCATION & SPACING. - � ��`ttt 14Y LY/V BOTTOM RAIL II #IOX 3)SEETABLES I& 2 FOR REINFORCEMENT REQUIREMENTS. ���114a�'U...... SUPPORT 2.1/2 SMS 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Q•; • .1t`p (2)#IO X 1" SMS I '` VINYL SLIDING GLASS 60OR NOA(LM) tON6116NO' �7Ds THROUGH SUPPORT, m flg INTOPANEL & PANEL ACCESSORIES INSTALLATION &JROSOWSKI �mox ASSEMBLY INTERLOCK SILL RETAINER ��I-1n sMs avnm °e mi w wu wss wei CORRECTED ttss A3 o4row17 • STD eDA; '��.` ALL PANEL CORNERS' CLIP ATTACHMENT WELDED, NO ASSEMBLY 1070TECHNOLOGYDR �. }a s;�NA�tE ° INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 pp (841}480-IWO SGD-5570 �, NTS 10 OE 21 S� MD5570.0 M$ A ALYNN6eN£RP.E ct w �zrxa p.EJ eKiOa BOX SCREEN DETAILS: I STANDARD SCREEN DETAILS: ' . -_ IL'.11 II , I 1 .I v ve e J v HORIZONTAL SECTION _ _ HORIZONTAL SECTION EXAMPLE 1m 131 e3 - ImEP 111 - JT� II 12f 1 a a 11e Ife t s p - HORIZONTAL SECRON EXAMPLE 1ao nz t fir' _ 1m - 19, fat-- HORIZONTAL SECTION `.. m _ -1.081 fr- ' r--1.o, - EXAMPLE - —T -7 . i 1 �t t.202y1 ��-I 1.778 1.77.8 .036 1I� .875-F�-.050, #r.050 .875 - r- Z� 1.020 (+ - _ -, - tm FORAMEN. 13150E RAIL, I�ASTRAGALeNTO 1.993 1J393 _ _1.8JT4 - RAIL LATCH ADAPTER- ' ,082 _ .062 L .0g2 - PRODUCT REVISED BOX RARSCREEN; BOX SCREEN BOXFCREEN - os cnmph4,a wlq lb. Fla44a 1- ItD tp1 +.725 1.435 Lam-- Dmlmno CCooQo TOP. BOTTOM RAIL-i-- SIDE RAIL J-I I NOA-No. 17-0420.06 .765 -782 Eaplmoo" Dato 04/14/2021 1 1.020 - -W 3 >xs . i'0� :OB2 Mium Do uc con m r- 1.373 r- __ 1m 1m SCREEN VINYL 121 FRAME SILL z • s 083 p 3 e ASTRAGAL _ SOREEN 1.872A1 1 ,05, =1 1 - i.g� - 121 ADAPTER .. ADD -ON w O --+1+,062 1h p - _ --4 -,372 - 6� tw BOX fw BOX I -- t tps BOX3CREEN _ Cl�m� • _+.v' - - - OSCREEN O3CREEN' QOXO INTERLOCK 7 SNAP -.ON ASTRAGAL -- -,-SUGRAP - ADAPTER VERTICALSECTION - - _ _ _ _ + - -_ VERTICAL SECTION ,N1",)NY 1NLYryy''+., EXAMPLE- .: - i EXAMPLE 'NOTES: : �� :: ........,, [D'5(D� 308 f - I)ALMMENSIONSIN INCHES. J V�Ns6 1.343 055 _ _-y 1 487_ _' :P _ f1'�57,� 1810 VINYL SLIDING GLASS DOOR NOA(LM) 10N6/lf _ .af; NO. M705 i *= L"1 R:7, SCREEN DETAILS - �4' JROSOWSKI =7�D Z BOXSCREEN% SCREEN - BOX SCREEN HEAD ' �.c�' 67A O' F �� 10B ASTRAGAL 10I SIlLAOD-0N- tOB AND JAMB ADD-0N cm,Tamltemv rotemu3taEgvns NO CHANGES THIS SHEET. 8� C4105/17 %; `fp'+.`,[oR1OA„+ eum mramom ADAPTER - 1070TECHNOLOGYDR .. - A 77�S�ONALtENG`� N. VENICE, FL 34275 qq (941)48D-1600 SGD-557(1 NTS 200F21 5570.0 1191a A.LYNNDILLMPE. T P PFleatp9 # PeN6 Dee-lpdan Material 1 19001 2-Track HoosFJamb Rsid PVC 2 Imm STmck SB Rgld PVC 3 19026 3-Tack HoadUamb KOO PVC 4 19026 3Tsck 88l mgld PVC 6 1B02/ 4Tmck Headfl no, Reid PVC B 1g028 4Teck BB Rgid PVC 7 19009 Frame Scr" Corer Rold PVC 0 19097 Amhcr Plate 6081.76AWm. B 19007 Tack mean BOBiTeAkan. 10 19JB4 ya deak Csp- Extended Pocket Rigid PVC 11 19036 8alwn Rail Supper) 60SM6Alum- 12 1911084 Outer SO Cm- 6081-TBAWm 13 1*11 9m Tack Cover - Ie7dPVCI- 17 19032 P-Hodc Adapter 6083-TB Alm, 18 19020 "oem, 800136A1um. 19 19047M Extended Keeper 60617aAbw. 20 MOM Kasper 608�76 Alan, 21 19014 Reinkxoammt BmCasr Plod PVC 22 19030 Reintmcemera B- 600ST6 Nun 23 19037M FMed Panel GIP 8083-TOARm 24 1103W Relnbcemmt Plate M0 15A 26 19017M Top Res, Ban. Rail and Lackag. Relnbmement BOOSTBAIUM 28 ism Canpasea 27 19018M Imedmk.S00RainbmameM Std 6D0&TBAWn 28 19M3M Intedock.400 ReinbmdmeI4 HD 60DSTBAkM 29 1 IMSM Aaeagd Reinlacem 4 e0m}T671 n 30 19083 E#endsd PocketI anc�k Adsphe 008318 Num 31 19005 Intedmx Adapts Rdd PVC Z 16008 regal Adds Red PVC 33 I= Penal also, Top/Bdtom Rae Rgld PVC 34 1 19040 Wads Jamb Corer 6063.78Num." 36 1 19078 135'Cwnm Aatmgal BO6iTBAI n 36 191377 135' Cantu Astre�i PoasNe Meua 80B3-T9Num 37, 10079 138'Canm AatMsal Cap• Ell. - Rgid PVC 38 10080 135' ComrAshegal CUP- Mt MOd PVC 39 18078 91y Caner Adnagal BO9.76Ahn 40 19081 9V Caner Astmpal Cm -EXt. Rdd PVC 41 19082 90' Comer AAMWJ CoP-is. Rod PVC # Pad# L Desmlpum Material 42 isms Big(Laar-(2-112') _ 6003TBANm. 43 19027A SM Rs--(MM �B3TBAham 44 I99A3A SIIRan•(4111T) 6088-TBAIun 46 IOD24A Sllmmm-(408") 606318N1m 60 718WBN .187' X.320' Russ[(Stan) 61 71695K 1•112' x 1' x 31C Fin Seal Dust Plug 52 71698 Dust Plug so 419041 lowdock cup Corer PVC 81 78153X Tandem Rdl-Ass nhWy SS B2 1 78163N Tendml RdlerAmamdy Nylon 63 76)Lr6FP7X 108 x X4' Ph. FH SMS ®Roller & ReW BS as 419042 Frame Header Block Nylm 66 48052 Roe-A4•Hda Plug PVC Be .44335 4 Hole Bumper Step PVC 67 701014FPTX _ 98 x 1-114" Ph FH SMS )@Bumper Step SS 6B 716M3 S4 Piug PVC BB 781U6% GUmid Mal. Lock Mang Tdm plate Stmg69 70 71032X1FPFX 10412 X 7" Ph PH MS 42 Lack S& 71 Vales Honda lot Cast Zinc 72 19064 Intedaok Retainer Clip Nlm 76 Komnading 4SG TPS Spac-Systom 78 Met Butyl Oaanm Saw Spawn)TWth Hot Met S° shad lel-Ids 77 Ouenm Dunaeal M 78 Cadmd xi Edge sparer 79 Dm Comkg M5 arG&7700 BackbsddRg &ilcme 80 lams') 7776"Square Goad Rigid PVC 61 711V BoMed Bead Raid PVC 82 Ism 1-1116'Beand Seed Risk] PVC m low 1-1/19"Ogee Bead Rigid PVC 84 16010 I3IWOgosBwd Risk! PVC - 86 71726K Selling Slack 172' x 4- x 1116', 854/- 6 dum. Neopmne 88 1 71728K SWnq Beck V x 4" x 1119', 05 al-8 sera. Noopma 80 781P8TX Me x 1' Ph. PH SMS Q Fmmm AsssmWy SS 87 7SX114PHPT41OX 1#8 x i-714' Ph. PH SMS ® Relnt Bar SS 92 710 tMPT1;8 #lox V Ph. PH SMS ® Roe SupportSS 83 71aMSPI 410 x 1-1P Ph PH SMS ® FXd Poll. Cep - 65 94 71MM6PHPTIO.9X 410 x 2.11T Ph. PH SMS ®Relit PWte/AsL BS 86 71420)0-25FPFX #12 x a114' PA PH SMS 0 Hdr. Black SS 88 710XI.7EPPX 1010 x 144' Ph. FH SMS @A-L Mulls 6S 97 71OX34PPX 91D x 3W Ph. PH SMS Q EXL Pkt, ht. &6 98 71=PPX #10 X 4" Ph. FH SMS ® Kasper SB NOTES: 1) RFA1S 014-18, 46-49, 53-59, 73,74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. # I Part# Description, Material 100 122ES 80 Scram Top Rail 608376N 101 12257 So Street Beason Rat (06378N 702 lZM Box Scman Side ReI SO93T6 AI -103 6442E Bm Scram Melock 606378AI f04 17347A Bm Sams Snaps Brg Rep 6=TBN 106 8434E Bm Salem OX) Aebmgd Adepter BMTBAI 108 17349 Bax Scram) Astragal Adapter 6083T6N 707 19DM Bm Scram From SO Adds 606376N 108 19038 Sm Screen Heod/Jamb Adds 806376 A1' 109 7201DX R742DX7'MS®TOPFW1 SS 110 1 720X112% V1423 X 1-VP MS®Bdtan R-T SS 111 717M YWCA .Z/V' x 1160' - Fin S-al 112 61805K .liar X.&IM0 Bug Rep 113 7SRAZ Standard Roller Nylon 114 7SRAX NO Raem as 119 verias Screen luting R-dvam Steel '11e 419M Screen Kemp- sled 117 71 PPA PH 6M5 #ex 'V Sted 118 1�2/3'4 Screen SpWa-.15D' SAW VPyl Its 1816C21 Scram Odle• I Flhegau SLIDING GLASS DOOR NOA (LM) LIST R TERI F F• STAmnaRn RCRFPN # pad Description Material 120 12M Semen Frame R-I MM TB At 121 120%A Screen Frew -Side Poll (Leeh) 606375N 122 17383 Screen OXO Aetregal Adapter 6063 TO At 123 4953K Samm Moyl Astragal Adapler Flgid PVC 124 tmmI Frame SU Snoon Aads 601simm 126 WP95K Bttg Flap, 83 41-6dum. vnyl 126 78X712P$ATS #S x 1-i M Ph PH SMS (Amemdy) SB 127 712027 Carrel Kay Wheel Asaemlxy (SleWard) Nym 128 712027SS Carer Kay WWI Aaaomdy K) fill' 128 1 rodeo l8cmn lmhng Herdmue Steel 130 710X'14PPSDAX 410 x 314' Ph PH EMS ®Screen Aril. SS 131 78X12PPSMSX d8 X 117 Ph. PH SMS ® O rAst. I as 132 1 151MV4 Screen SPOno--146' Viral 133 I 1816C20 Salem Moral." R1 NO CHANGES THIS SHEET. IQA104/05117 1 NTS 111,21 OF21 [Ail MD-5570.0 PRODUCT REVISED a core wiN the Fledaa BuDaMg O17-0420.06 NDA-No. yapim6en D �1412021 xx1p 111uny17j No. 0705 "17, C)NALIE,G• •` ALITINAaUMM SCANNED BY MIMIDADE St. Lucia County MIA1111-DARE COUNTY • - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. COPY 1070 Technology Drive North Venice, FL 34275 FILE SCOPE: , Tc- 2 h. ' Lf� (91'2- b a 3 1 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 (AM. 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 cede. 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 "SH-5500" PVC Single Hung Window — L.M.T. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, with revision B dated 06106/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and -expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a'permanenf label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 'riumber ,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# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 MIAMUNTYFDADE COExpiration Date. July 30, 2020 C Approval Date: November 30, 2017 1/2 f 2Df 1 % Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) -'I 2. Drawing No. MD-SH5500-01 titled "Single"Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and ins tallatiou'diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer. system, Duraseal® spacer system, Super Spacer® NXTT"I spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL 8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,. TAS 202-94 4) Forced Entry Test, per FBC 241,1.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., TestReporf No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS'203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 5- 9.05 Manuel IrCre2q P.E. Product ControfEx finer NOA No.17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNTmuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNmuED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc, for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Millet, P.E. - 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOANo. I5-0519.05) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03). M0141t7.� 1. Notice of Acceptance No.16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and mpiring on 07/30/20. Man ere P.E. Product on rot E miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 S. SEE SHEETS A SEE SHEETS EQUALLY SPACED "CHOPS PER TAOIES411 0 X EQUALLY SPACED ANCHORS PER TABLES311 B►1- M10MAX.O.G B, SEE SHEETS 1�EQUALLY 17-TAl•MAX O.G SPACED ANGiORSPFA / J_ TABLES?ti. &, O _r MAX 4 11 MAK O.C. BUCK X y/y � HEIGHTMAX. O.G EQUALLY SPACER aNcxonsvm — �� '--V TABLE63,1 WMAXBUCKWIDTI yl \LNow SNEE ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION W]: iTl:l*-i 1 B. USER INSTRUCTIONS: 64• MAX BUCK WIDTH 30 MAX D.D. FIXEO WSIB uGHTWDTH FIXED /VISIBLE LIGHT I HEIGHT Qi VISIBLE /LIGHT HEIGHT tr MTAH MAX. BUCK HEIGHT 1BMAY o.c. 1 zMAX D.C. 1 21,W �~ ANCHORAGE EIUIPIE MM. O.C. FOR AROHTOP HEADER(SILL FORALL 10• MAX FROM FRAME SEAM D. SEE SHEET4 K EES— Imo-w NIAX. O.C. lr MNL -SHEETS SHEET4 �1-_1 SMF— SHAEET331. -EQUALLY / SPACED 17-7J—P0 AMX O.C. aIoRS PER .O fA0LE9 all MAC 4 X 10'MAX.IO.C. um HEIGHT / 13Y4•MAXO.G EQUALLY SPACED SEE 'ROMPER SHEETS rABLEG4ll /- 1 n Sae DESIGN PRESSURE RATNOI IMPACTRATNG VMIESPERREINFORCEMENT LEVEL, SEE SHEETS S7 LARGE&SMALL MISSILE IMPACT RESISTANT 5Z-1/B• MAK BUIX WIDTN rSEESHEETS I F 1.114• a69 O BUCK HEIGHT AS SHOWN J( (slaw I MAXI B_- WMN HVHsAt.lu _ B .J ^•••••••,^•••�,•, ""� Df—� t-tla• SASH WSIBIE SEESBLY N .. SEESILLNtiEP- SEESRLWE LIGHT WIDTH NOTCH DETAOS," 54'MA%. BUCK WIDTH NOTCH DETALS. NOTCH DETA SHEETS SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN VTIORFORT P. FLANGE FRAME ION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FORCUSTOMGOTTAOELUNFIGURATONUPTO ANCHORED THROUGH THE NAIL -FIN 1UNG WINDOW 7WHEIGHT5EETABLE54.11(SIMILARMCHORDIMENSIONSFOROTiERGONFIGURATDNS) iIREMFMSOFMEFLORIDABUIIDINGCODE. INCWDINGMEHIGHWLCCITYHURRICANEZ (HVrIEA IS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30IN THE HVX2, T EOUMMDLRE (CAP) MUSTMMPERED. 3E WUNTYMPROVED MASONRY MMMS. MATER W.S USED FORANCHOR EVAWATONS WERE SOUTHERN PINE 3ICN TYPE. ALLA MALLil XYAWBUCND SECURE TOPRUNITISINSTALLER LOADSTO MESTFI)CTEWDODD BUCK ED)SHAFREDESIONO AND SECURED TO PROPERLY TRPNSFER LOADSTO THE STRUCTURE. WOOD BUCK DESIGN 40ORS FRECORD, (AOR} JDORSTUCF USEM ONSOF BEDOEM OTHESACHIEVEREQUIRED MIN. EMBEOMENT.INST.=C . :SISTANCEOF MSTSL TO NSHUBSTIF NUBY OTHEWMLSBEYONDTHESCOPE OFTHESEINSTRUCIWN3. MCHOR LOCATON WHERETIE PROWCTIS NOT FW SXTOTHE SUBSDNTE. USE SHIMSCMABIE OFIRPNSFERRING MRJED LOADS. RUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM SIM. MR TEST PRESSURE, STRUCTURAL& CYCLETESONG AND GLASS PERASTM E13M. RESTRESSDESIGN,ASO. E BEEN DESIGNED TO RESISTTHEMDLMS CORRESPONDINGTOTHE REOUIM HE 1.8 LOAD DURATION FACTOR WAS USED FORTRE EVALUATION OFMCHORS IN 1FnLLRFMFNTRnFTHEFLORIDAMILDINGCODEFORC OSIONRESISTMM. .THE 33tA%STRESS INCREASE HAS NOTBEEN THATCOME WTOCOMACi WTM OTHER REWIREMEM FROMASCE T. �:- N. som LJ .r G I I VSOROP1GTOlHE INSTNIATW CONDITIONS. _* * JD SIZE. DETERMINE YOURWINDOWS DESIGN = tESSURE REWIREMEM FOR THE WINDOW •''._ 107DTEIXNOLOOYDRNE N.vENICE R3Laa 5)INSTALLAS PER SHEET 3 FOR THRUFRAME INSTALLATIGN ON bME 1prunIn¢Uwu nn nvFlAuni mn. NOTE:DESIGNPRESSUREMA ODETERMIMVDNISTRES EPROCE MRALLFPAMETYPES(J.CJIMNEL.FLMGE, - INTEGRIIL FI N OR EQUAL LEGIBOX). PROWCTAEVISED uwepylryTNONeFhrlOe ngax DAe `V� UPDATED TO FBC 2017. - JR - BY , 06/06/17 6Y. 3 RAL NOTES & ELEVATION J ROSOWSKI IW NO5 INGLE HUNG WINDOW INSTALLATION - LM 05115/15 SH-5500 NTS 1 OF 13 1 MDSH5500 01 B I. Types CAM Option Fmme COmi9a Fmma Shapes IntlduaOon Dpedna Nalmrypurd (me Table 1j fees RO AI (ae• FI9 C) ...Jntd 2%Wood Freme'BueksMp -aMtl 3, optlan 1 5-16 ERueLUb, OdeVPnrdad• S Co6epe jSqwnsReoL.Th�htha AahTWB RBdW Tip Bans ••• of the wirdow`:.,,,,Nrepph ..:.Inb CorclatNCMU-nhml3, ppli0n2 iXBucksdPinto CacreINCMU-skeet 3, op0en3 ....Into Metal •skeet 3, opbm 4 ...Jmo 9(Wood FrandBuaL*idp-eMa13, apeal 1 5-18 Epatlilts, OdtllPmAmr ConeBe SquamlReaL,Th�pNa AmMTopBaf8uwtrdoN......D Redua-Tap....Nto trnrro ....Ylb (brcreldQdU-skrel3, option bb CoimreWCMU-ehaM3,m3 Matt-aMel9, cpOm4 �1) 5-B EduaWte, 9wa+e'Rsct.. s hdeprd ln...... ..Jnb 2XWood FtareBuckedP-eked d, opldn5 ....Nb Mdtl-aMtlb, aptldn7 OntllPrmiew 6Cnnepe ArtMTopB ReAIs-Top Th1p1�i tl1e wee dbe wiMmc..........lnb •••Inb ?%Weed Fmma'BuekaMp-wheel4, optlm0 Motel - shed 4, option 8 Mb9al qn �) 5-e Epul-Ute, SquoMPeet, Thra�Na Inlepml M...... ....inb 2XWmd Fremo'BuokadP-aMet 4, apBonb ....mb Mebtl-ekatl d, cp8m7 OdaWmlew B CdMpe Aak-Tap3 Ra9us-Top trams...�Nto .0.. o<lti xlrCoe. .........Hto 2CWoodFmma'BuckelAp-sheet 4. option Matti-almel4, epbm e TABLET ALLOWABLE GVSSTYPES TABLF?A .WASLEANCHORSTHROLIGHTHEFRAME BASS TYPE3'T.B, 11, 13 Min Edpa Min. ' B 16, NOT BE USED Dl Group Anchor Subtrab pltlpno 6nb•dment' W .. Soubem in0 (SG=O. ) I1B' 13/B' 010 SMB Sleel, A36• 3/8' 0.050' 'FIREAD 3 (steel, I" S.S. Steel Stud, A653 Gr. 33• 318' 0.0451• (18 Ga.) TM°ON05 BEYOND THE FIGURE A: FRAME CONFIGURATIONS FIGURE FRAME TYPES •A'=ANNEALED A or4103.5.) gWMnum, 806315' 3/8' 0.050' METAL '=HEMFEREDNGRIENED P.T. Somhomph*(SGv0.55) 71IT 13/0' SUBSTRATE. T=TEr='TR 3/16' steel UHmcon Concrete(rtdn. Z65 ksQ I. 13/B' BYKUR.RAYA ERICA.®PVB LNtlMUE0 BY KURARAY AMERICA INC. U muted CMU, 1M Q90) 9/16, 1• /4• CMG' E USES N12 EMS P.T. SoulMm pins (Sfa0.65) B•16' 1310' MAYBEUSED 'SG'. ,dm•SENTRYGLASO BYKUR Steel AM' WT ODw FOR GROUTED � AMERLAYER . KURARAY (aleel, Ise S.S. Slcel Stud, A653 Gr. 33• 318' FG45V (19 Ga. Cm �' AMERICq INC. Or410 S.S.) ) APPUCAl10NS. g Smtheum,6D6SG- 31. O.OB3' EWA4L11E ORIEL COTTAGE 1/4'steel Ulbndan P.T. SOIIDIem Pbe (SG-0.55) 1' 1-W i/d' steel CmbOek P.T. eoumem Pme (SG=0.65) 1' 13/8' FlGURE Ci FRAME SHAPES 1/4'steel Ag9m-GGetor P.T. Soulhem Pine (SG=0.55) 1' 13B' 1/4• steal VlDseon Concrete (min. 2.85 sa0 1' 13'4' C Ungreuted CMU, (AD IM G80) 2-111 1414' 7/4'stcel Crete9aK Concrete (min. 3.35 keD 1' 13M' 1/d• steel Ulfidaon Conoreb (min. Z85 sell 2-1/Y 13/4' 1fd'steel Cretetbx Conereb ,3 .35 kaQ 2-7? 13.4' p Ungmuted CMU, (ASTM G80) 21/Y 1.116' 1M'steel Aggro-0etor Caucmle Mn. G275 kei 1-1/Y 1318 Omded GAU, AETM CdKI) Y Y WINDOW SHAPES AS ABOVE OR SMILAA ARE APPROVED. SHAPES MAY BE USED PRODUCTRBVI36D , ASLE 3 ALLOWABLE ANCNORSTHRdKiH THE I REGRAL FIN BY INSCRIBING THE SHAPE INA BLOCKAND OBTAININGOESIGN PRESSURES m com i pas wkL Lb Fkr.& AND ANCHORAGE FORTHAT BLOCK BUS FROMTHETABLES ON SHEETS 610. SawF"Cod- Aempt Nd f 7 IN`aONY LYNN y�� ., -_ ANCHORS RE -GROUPED. °r oPa DP' s JR-08106117 * : No. 5870s * = sere OF3 ;P�4, ;: I[/` 1W°TEfJW�DB mw GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI v ' 6 IL TEO — N.VBIICE. R942)b Dtls pocc� 3 ALORIDP:' \2`� (0a1)d17D1000 DTHE �••.......- �CP� am, SINGLE HUNG WINDOW INSTALLATION - LM 05115/15 TE. �'�/,S,�DNAL1rE1•`` mat swra/Nadtl: smle ewe aa.aw Ne, lax: A. Lrx�1ILlER,PE. SH-5500 • NTS 2 OF 13 MD-SH550D-01 B P.Ep5eT0.4 W117.OFAUTILN2B2➢e SUBSTRATE. Goo ' Type pacdpaon DJWdfmm 6bdorb 1pbddr) ptlan Tadao Pnaaun SMeI/ 5 7/e'IamMaled LG.:I/B'AEakdor Cep+7I1B'Air Speca+S19'IamMaled;R)Litae ol7/B'AGloae wBk.WP PVB btsdayer 0,5 6 B T/8'lamWtad LG.a/6 TFAlador C60+]/1B'AIr SPeca+yl8'laminotad;R)LMs o/1l8'ACAew with .09P PV81tledayer 66 fi 7 718'LeMnetetl LG:3l/8•A EVMdar Cep+3l0'Air Bpace+6H8'lemineted;R)Uteee71/8'AOlaea vilh .OBO'PVB MfedeYer 46 8 B 7fB'Lamkmled LO.:3/18'TEaledorCep+318'Alr9paea+St6'laMnamd;R)lltva blllB'AOIam wGh.098'PVB Wnleyer d,6 6 ° 7!8'Lavlro�d t0_1/B'AEaladdrpP+7118'Air Spaea+S1B'lemMtled: Rl Urw al l/8•Hd4w vrilh.8P0'SO IMddaYer 7 ] 10 T/T laminated LO.:1B'TFabdor Gp+7/1C Abbpdw+S18•LaMnaled Rl Vtsa of 116 HLeew WN.08ff SG Nbdayar ] 7 1f 7/B'lnminoted l.G.:3/18'AEs7odar Ca0+3r8'AB 6pam+d/6'Iamhuled:R)Utw P11IB'HGMw rh81 .W0'SO HdedeYar ] 7 12 7/B'LemWted l.0.: 3I1B'TExt•Ibr Oap+3�0'Alr6pece+fi118'Wdneletl; RlUba olt/8'HGldee wkh.OBO'SG IMedayar 7 7 13 ]/B'tamWlod 1.0.:1RAErUilorfsP+B/18'Alr3pre+7/18'lnmNld;R)Vta e13r18'A Cieu Wth.080'90 WaMya B ] 14 T/8'laMwted LG:11B•TEsNdorOm+St6'AVSpae+1116'lamimMd; RlfBea o13118'AGleae vAtk.090"SO Maddyar 8 ] 18 7/e'Ldminebd LG.: 3118'A Ealador Cap+lld'Airspeed*7118'Larinaled;R)Utw of 3116'A Glass aiN.080'SO Mhdeyar 7 ] 18 7/B'Lamkwled LO.:y/B'TEalodw Cap Hl4'Airbpan+T/16•Wrinled: Rl LBos o13/18•A GMu WN.WO'60 bNddpr 7 7 —{BUCK WIDTH —�-I BUCK WiDTHI�---�i WCK WIDDtf� r �RECTPNGULAR m � +w 1 RAOIVSTOP 1 m � s � ARCH TOP T Greup Anchor Subrtate MIIL EdIp Distance, MIM1 EmMdmmC E 2-17 K .131' Common plan P.T. Sadhem Pire (SGv.55) 3'e' 2-7/1B' 2.1? PorK1ehBTA 17oNrg Nay P.T. SOMtem Pire (SG=.55) S� 2-7liB' P MDTnaeMed BUS (atad, lSB 9.6. R 4109.3.) P.T. SONem pro. (SOv.551 t2 13r8' •MIN. /dpi111pNm 6083-T5• y9• 0.050' Steel SIW. Or. 33' 3'Y 0.0451' (18 Ge.) Steel, A3B' y0• O.OSD' M2 SMS (alert, 18E S.S. R 4105.5.) P.T.9atMm Pire (SG=.55) &18' 13re' TNREAO Almnbun 808ST5' 3'6' 0.083' BEYON Slaei SIW, Gr. 33' yB' O.OSP METAL Stetl �, y8' 0,050, Ir _JI� I�- lI� © I O 1^ MtlMM Min Fr Min. F. steal scrtw 92 Yel 110kei 188 Screw 801a1 B5 sal 610 ease 1 Eon A9pm-0aloiW Ipao UOmCu� Eles treMFkaOI id1093 ffi127.4kWIN.7MI iSeal tGr. dT Steel Set l IN,IALLA I IUIV Ur I AILA rum rir4oaaINSTALLATION OPTION 2 INSTALLATION OPTION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIREC LY INrO CQVCREIP.CMU. BUCKSTRIP INTO CONCRETHCAN. OPTION EDGEDISTANCE - SEENOTE2,THISSHEET. EMBEDMENT ANCHOREDTHROUGH - EMBEDMEM FRAMEINT02XWDOD �1114-MM SHIM 46114•MAXSHM r— MAME OR SUCKSTRIP. I� _ SEE NOTE 2. TH65HElT. EMEEDMEM EDGE 18 LOHTWIDTH 17 Q - DISTANCEE FLANGE FRAME ffiz �- DISTANCE SHOWN Ge e BUCK HEIGHT FD,ED WSIBLE LIGHT HEIGHT EXTERIOR VISIBLE MGM HEIGHT �,•'"�' . ANCHORTYDM SHIM TYPMB NO EEENTAND TTP. ANCNORIYPE. EDGE EMBEDMENTANO EOOE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEETABLE 2, SHEETz SEETABIE2,SHEETz •` OPT. SASHTOP ti� FLANGE I LWTRAL FRAME Imo_ JFORAILWINDONS: NOTES: SHOW 1ANCHOR®3W FROM ENO MID AT 1)USEONLY 21 CENTER, SUSSTRATE.APPROMIATE FORWINDOWS ANCHORS LISTED ON TABLE 2, OVER 3a'YAOE.. SHEET2.1FOLLOWEMBEOMENTAND A➢DADDITIOWTL EDGEDISTANCELINTS.ANY SCREWS®le3 INSTALLATION OPTION SHOWN My B d7 O FlTOM END. BE USED ON ANY SIDE OFTHE FOR WINDOWS WTIH WINDOW. BOTTOM LOCKS: ADDRIONAL 2)MASONRYANCHORSMAYSE SCREWS w USED INTO WOOD AS PERTABLE2, FROM END' SHEET2 ALL WOOD BUCKS LE59 THAN1-EREDIIDKARETO6E CONSIDERED t LLATI0IF NE OP ECNAL IF WOOD BUCKS ARE DIF UNR IS INSTALLED DBtECRYTO SUBSTRATE WOODE 9 I-1 DEPICTEDAS 2IXAN 1.1/C1 LISE U GREATER. iHALBE - I-ATCH R (WNENUSED) DESIGNED (W BOTTOM ,{gdI HOSTED ERLYTALLBERLOADED RLCI( THE TE. TESTED NIT STRU:HLY WOO THEGNANDIN E. WOOD LOCATISTO ON: FROM SASH END. MOMB S MD OF THE ENGINES RESPON6IBILRY OFTHE ENGINEER RESPONSIBILITY ORARGIRECT OF RECORD. 66 3J N61BLE LIGMNIDIH DR NEIGIR \F _ - AS DAY J OPENING) ISSMMESURED FROM —1/4'MAX SHIM BEADING TO BEADING. 9'%13SO ,T_ E '. .. t NO ANCNORS -. wEEanoLE RFEoUUGD�IH VISIBLE LIGHT FORMULAS =* uxwvTx� .. - _ zar FROM EOUALLEO WIDTH EACH ENO. FRAME SILLS @SASH: BUCK WIDTH-6lP ®FlXED LIM BUCKIMDTH-4 HOGHTIEOUALHITEI VERTICAL SECTION B-B BUCK HEIGH R-31Y1d � T EVARIFS TYP.ANCHOR — WDHSASH o TYPE. WEIGHT a4 EMBEDMENT 30 AND EDGE - 31 DISTANT EUC£ SUBSTi ' DISTANCE SEE TAT._ EXTERIOR FlXEO VISIBLE 4 - SHEETz - ,� D WI LIGNTDTH EQUAL -' _ BUCKWIDTH _ILEG430X FRAME HORIZONTAL SECTION A -A SHOWN 1/Y MAX SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH _ FRAME IWO METAL 114- MAX. SHIM SMS(GS).SEE TABLE2, . SHEET2. L JF EXTEROR !vT 1 INSTALLATION / OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL NO. aB7D$ " U 1 `Pr; NRDTEDroioLDG mD FLANGE & EQUAL-LEG/BOX FRAMES ROSOWSKI TE OF (V. KVENICE,FL3C76 ate Mb D !komon.. M41)4061500 )lVAL 8 tL. dYYAXFRC]OIT SINGLE HUNG WINDOW INSTALLATION - LM 05/15M5 HH 11111111E4 °K SVTeSH- S Y 73 WD 1b.' Rer. NMUER,QF. _ __ _._. _____ SH-5500 TITS 3 OF 13 MDSH5500-01 B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME IM02X ANCHORED THROUGH INTEORALFW INSTALLATION OPTION5 EMBEDMENT WCOOFRAMEORBUCNSTRIP.SEE INTO 2XWOOD FRAME OR r_ EDGE DISTANCE INSTALLATINT OUGNIMEORAL F+- EMBEDMENT - NOTE2.THISSHEET: BUCKSTRIP.SEENOTE2.THISSHEEf. FIN IMO M WOOD FRMIE OR O 1/4• MAX SHIM 1/4• MA%SHIM BUCK -STRIP. SEE NOTE 2.THIS EDGE DISTANCE 18 SHEET. TYP.ANCHORTYPE. SASH VISIBLE 1T JLHANR EMBEDMENTANDEDGE 1B - UGHTWIDTH FRAME I DISTANCEFERSUBSTRATE. SHOWN 0 1 SEETABLE2,SHEET2. o (SCREW SH(WIN) TYPE VARIES .. �Q EMBEDMENT D Z1M'MA%SNIM 42 YG EDGE 6M 54 TYP.ANCHORTYPE• - DISTANCE MGM 1 WISEDMENTANDEDGE 31 DISTANCE PERSUBSTRATE, J_ 0 SEETABLE 3, SHEET2 EXTERIOR TVP. ANCHOR TYPE, 18 (NAIL SHOWN) n BT INTEGRAL EMBEDMENT AND EDGE FUO:D VISIBLE V 5 FIN DISTANCE PERSUBSTRATI' FD® 10 20OPT.SASHTOP J HANNEL "1 UGHTMTH FRAME (E LSHO NSNEET2. VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOTAB-WN) HQGM FOR A.I. WMDDWS: NOTES: SHOV.RN BUCK WIDTH 148 1 ANCHOR ® 3. 1_ 49 FROM END AND AT 1)UMMLY HORIZONTAL SECTION C-C 21 CENTER, SUBSTRATEAPPROPRIATE j 22 FORWMDOWS ANCHORSUSTEDONTABLES263 OVER 36'4WOE: OF SHEET 2. FOLLOWIB3BEOMENT 1/4-MAK. DARE APPROVED MUWON, FBC COMPLWIf ALUMINUMMM FRAMING OR SMEL STUD. 72 0 ADDADDRIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLES 283. SHEET 2. SCREWS®163/B• INSTALLATION OPTION SHOWN MY14 45 46 47 36 FROM END. BE USED ON ANY SIDE OFTHE FORWINDOYSWTTH WINDOW. BUCK ° BOTTOMLOCKS: d10CE.SRt12STEEL �1 1.� SHIve MAX. HEIGHT W O 76 SaRzwsITIONAL USED INNRYANCASPETAB SELF4)RILLWG SHIM MOM END. -31B- SHED,2.A L%MDODB EKSA 2, Ems TABUES2&3. T SHEET2.ALL 1CKARECNSLE59 TASLEET2. 30 1 FROM ENO. CONSIDER'N1ICKARETOBE SHEET2. SASH CONSIOERE CKS IAREOPATION0. F�(TtaNR VISIBLE 1XNOOD BUCKS ARE OPIIONALIF MGM UNR-ISINSTALLEDDIRECTLYTO 86 USEEITHER HQGM SUBSTRATE. WOOD BUCKS 1B - IATCH(SHOWN) DEPICTEDASUARE.MM7HICK OR BOTTOM OR GRIMM IX AND 2X SUCKS L OPT. 05 LOCK(SHEET 3). (WHEN USES) ERLYTANSERLOADDESIGNED Dill 63 TESTED UNR Tp PROPEALYTMNSFERLOADS FIN ANONR (2)1' 81 30 FLANGE REMOVED INTERIOR 31 FROMS SBEND TOTHESTRUCNRLLWIODBUCK INFIELD %/ FROM SASH END. 2 o VEEP DESIGN ANp INSTALLATION STHE NOTCHES AT BD I� RE6PONSIBILITY OFTHE QNGNIfR IRAMESNTEGRLFNOW o EACHEND. NO ANCHORS OR ARCHITECT OF RECORD. FRANIESHOWN REQU1REDINFHAME 3)VISIBLE MGHT VAOTH OR. HEIGHT INSTALLATION EXTERIOR INSTALLATION a/ 7 SILLS IF ANCHORING THROUGH FRAME. - (ALSOREFERREDTOASDAYMOIT OPTION • OPTIONS PRODVCTREVI$TI), 1/4•MAX OPENING)ISMEASURFD FROM ANCHORED THROUGH ANCHORED THROUGH FRAME VffO METAL arwnNYyu6wiN0s FLXICc BHADINGTO BEADINQ INTEGRALFIN SHIM S\\\\11111///INTEGRAL FININTDL AL (INTEGRAL FRMANGE REMOVED) Asxplevm No l�% OS FRAME SHOWN o ♦ O Y ��LJIL�\%��\���-L�IJj��— RMffion: ilmtov OYo ST X 126'WEdNOLE -T- ��`1�a,••CEN �jQ/�'' \ J +w,i FROM EACH END. VISIBLE LIGHT FORMULAS No.5B7o5 tj ; TYP. ANCHORTYPE, EDGE DISTANCE WIDTH EMBEDMENTANDEOOE y - V pp�ntpHa; aO1" DISTANCE PER SUBSTRATE, _L ®SASH: BUCK WIOTH-0-12' �A 6 1 SEE TABLE 3, SHEET 2 +1 EMBEDMENT ®FDIED LITE: BUCKWIDTH-4,W sQ�., 7Ep '!lt��u� NTDT No DRIVE J-CHANNEL8INTEGRAL FIN FRAMES JROSOWSKI (scR wsxov" 'I�FS'+2oRlDr... G'C`� (8F1}dB}1600 iNe �� HEICKHEIGVALITIET ` SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 INSTALLATION OPTIONS VERTICAL SECTION D-D BUCKHEIGMR-119H6 %Si N .� ANCHORED THROUGH INTEGRAL HN �...I OW `` Lora a�ic. AHFe/No4� Swlr 3n.rt 0.mNg Na ITw•: INT02X WOOD FRAME OR BUCK- ALYNNMBLFR,PE. "tLppX1° SH-5500 TITS 40F 13 MDSH5500-01 S STRIP. SEE NOTE 21 THISSHEET. PE.FGA6 CERT•OFAUfN•CRS'JB TB'NOM )B'NOM. - ---.{ TIB'NORL I�- 5116'A/APVB I 5/16'A/A PVS 5116'A/A PVB- 5116'A/A PVS 5/16"HIH SG 7118'AIRSPACE 7/16'AIR SPACE 3/8'AIR SPACE. 3/8-AIRSPACE 7/16"AIR SPACE 1/8' A GLASS 1/8' T GLASS 3116' A GLASS 3116' T GLASS 1/8' A GLASS a E%TERIOR aEXTERIOR Is aE%fERIOR aE%TERIOR GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 +{ 7B'NDM 7B'NOM Imo- �{ )l8'NTB'M. 5/16'H/H SG SMV HM SG I 5116'H/H SG I I 7I18"A/A SG I I 7A6'A/A SG I 7/16' AIR SPACE 3/8-AIR SPACE 31W AIR SPACE 5116" AIR SPACE 5/16" AIR SPACE 1/8' T GLASS 3/16' A GLASS 3/IV T GLASS 1/8' A GLASS 1/8' T GLASS a EXIERIDR aEXTERIOR aEXTERIOR aE%TERIOR G]EXTERIOR 16>B bn ]61B A 7678 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 . 7B'NOM -+{ TB-NOM I� 7/16' A/A SG 7/16' A/A SG 12'NOM.OLASS 'GlA9S TYPES eTHROUGH 1/4'AIRSPACE 1/4'AIR SPACE ]8-]B BI TYP. 1S MAY NOT BE USED 3/16'AGL433 311GTGLASS YATHiC NNELOR 72 74 •INTEGRALFIN FRAMES aEXTERIOR aEXTERIR ' GLASS TYPES S. 7. 9.11.13 76ID 7&ID 31 815 MAY NOT MUSED IN —X OR 75 THE HVMABOVE W. mOD=MVLSEO P GLASS TYPE 16 GLASS TYPE 15 9.wftcu a 38 11111111 GfA�plmv�W i I _ >oN..N Y...� .... ,yi Or O ,yam UGENBR �•,�!_�: Pmt cl _ * No. 58705 G�NG NOTES, 'A' -ANNEALED =-p :. _ Dlen W. TYP. GLAZING DETAIL W=HEATSTRENMENE0 =A I • K; 1GDTEawLaprwAYE GLAZING DETAILS J ROSOWSKI 9T pp �•(/77/: N.VBi10E, FL3196 50�'=A R9ENTRTOGLAS®SYBKURARAYAMERICA NCB ..... `� IBIt)A00.1BW �: m�r1� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NG FOR LAMINATED GLALNO COMPONENTS, SEE TAELE I, SHEET ]. '7j7SIONAL l,11111111 SmYTAbOfA Scmc SNIT: 4`etr/bq Nw Rm ALYNNNLLERPE SH-5500 NTS 50F13 MD-SH5500-01 B PEN55B5 CERT. OPAUIH.IIIetee TABL 4 Opr TOp. OpMn Pmwn,DPAP 0.4T4F aAwn IYHYwI PI fwmMIM41N0.Gn see n,anmlArvn MCHOROft GROUP MO pUANntt. NEE INGRAIL n SASH HEIOHT SECTION DETAIL FOR WINDOWS WITH LEVEL RI REINFORCEMENT & GLASS TYPES 5 U. 7 & 8 (REINFORCEMENTS SHOVM IN FIGURES A90VE - APPLY TO ALL FRPME TYPES & coaulauRAnans) NOTES,. 1) USETHEEETABLES FOR ALL W WDONS BISTALLEO THROUMTHE FRMAE OR IMEGML FBL 2) FRAME DIMEt610NS ME BUCK 5 H HEIGHT IS AS PERTHE RIBURE. 3) FOR SUES NOTSHONN. ROUNDUP TO THE NEXTAVNLABLE WIDTH OR HEIGHT DIMENSION SHOVM ON THE TABLE. Om*p. emnc.n - Plww,le0m1.Bw1 Y$RO Mt➢ i0➢RO MSO .HIORo MA➢ .710no N Ma -mo-mo an .moAo M➢ -R0.mo .Yo mo-)o➢ .ew mo-no q)A moRO .- -- om,sn .a➢ mo .as➢ mo s+an Tm4 WIT.nam msn-aen I.aw mP .em aw u Eotle. asn-aan .mo a .em mo aownlw�w nan.asn .aw -no .m➢ mo onmca. us)-nbm .mo -mP .mb ma 6Nilw1 mm�aam Mao .mo .mo -ma rHm slam-swm .mo .mo .mo mo enmaATmo mensbm .mo -mo .m.A .mo [ptln aetl.aen .mo 0 .n0 m➢ tl WaNOCnV ndl)-maH qS0 -Ro .mo -RO +asn-nam .Y .Ro .ero m➢ wwnm. wew. uen-ueH Ms ➢ € ann.l nm-IaID roso .ma M➢A Iao' TWtl Hm-aan .mo -mo .oxo mo m.A.b➢mA,, mn)-asset .Ya .ro➢ .aw mn 6i" anT-aen .YO .m0 .R➢ 7E0 mmne.. mm — .eto -m➢ Mbe mo scam eWnFbY. Iun-met .m0 -m➢ pebnw. nSn-1)610 b40 -RO .m.0 ioA oc.�w. uen-Nam .eso •Ro .mu mo mwm 11m-wn .Yo .m➢ .mo mo TJN aefl-IIDN .RO -AO .m0 i00 6N.W fmp m.nT-nbn Wo AO .n➢ i0.o Tptl1H anr.maH wa -m➢ .Yo m, ewO.tlPOW aen.aen Yso .Ro .ma mo m oYwwc men-aam Mao -mo .mo mo oY.cm. nan-mam Mso -mo .m➢ m➢ o.mnw. uen-m+b .mo .m➢ Md➢ ml camnen mH)-u0H .Yo .Ro .eu a.A owml 11.m.-seta Mao -ma .os➢ m TMN mblT-YlN .60 -mo .WA "-RO yYnOn "E- YSo .m0 M40 doo (yNO. Lm R." .Y0 R0 .mo RO n p.pney Sbn Mho :0 . j.2 m.mawN.. aan -ma .aln mA psbn6n abn.maH MS0 .m0 .m➢ afo aele.mam .ass .mo .m➢ ms E0 ae1T. Y.lN .m0 -m0 Mio -l0A Y o.beeY MIT-. Mao .ms aso ma aumeFwiw Ras.assm .eso mo .M➢ ma W.n TY.tl -. uda Mao -Rn Ma0 ms SEE TASLEI "MIN. SASH =vnND w6. ILM7-w. 'C: JCENSF-''•�� N. OmwT/w. Dnjin Plawn, 40A1 4T41 HHB)-roa pM Ywl IC fHYY.b�m Sm➢tb! see arvn ANCHOR ORGROUPANDMO QUANTITY. iI HEADER MEERNG RNL y--y�� enmeN JAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6,7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRANE TYPES & CONROURAnONS) TRODUOTREVISM Y mmplgBm wi1N tIn FbNic OIeMmBOah APN,ytmY�W I .O� RHbbc M Misvi NoOmx ® lXa.n Bn ■mLOaYDRVE DESIGN PRESSURE TABLES J ROSOWSKI F M34M 1PA. Dam `1RD SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 IAOWioliml - mnaRFaN&7LE1n SMtYS SI,W: T YaPAp N6 RH: H-5500 NITS6 OF 13 MD SH5500-01 B ,MIG,: oNbmp. 61im/I30\L(PMtrOM p1 SA1 ! eavm Nn IWp OMT•1>• +K1N9M1a1 aM Wje RogIon PaaOnPM]IR. Gl.min. m\N amwa. pOta)IIPM4]n BMMYOo RmP ON Bx lmAtl mnFtsa\®. bYYb Bb3Wmn M1na0un•VM 41vS M4 ] p]ePBWOWII WB.en�1 �mb b ml]3 6e mp Co A93 Y Y -� EpN. 1. •Ad -I b0 .wo .11CC .Ao .ImO .mo 400 4m0 'It- 41n0 Mao -IA➢ -I p10 -Iw0 .w]0 -WA a3 FN/pl. Itaa. •RA .m0 Mno -m. .110 •RO .nao No Mao -No -nno Mno 'no •Ra -nao M60 MO .m.0 .""I Mat •la0 .ma Al" -Ib.O 'no -no Mao Mat •RO •RO -Nm -ttna A 61YOv<Cm.N 11N1-103N aPtlNfibl. llnI... No 4. .RO .11a0 .110 A1.0 .RO EWi1p. It!]-Ybt. .NA 4120 ano 410.011410 •nao •A.0 -not •m0 MO.o I •RO I AIOA .RO'ne.0 •Ro M10 EpVY• It.. I... .NA 4I00 •10.0 -11Lo •M. I •nn0 I -NA @ Ctoir t]AI. It= *no 41U •old Alto •MC .1100 1 •mD WWuepml.v 11.f11'I,= •m.0 -Ing aao -110.0 -no -n0.o •M0 .nLO no 'IIMe .RO .110.0 1100 410.0 -no Ma0 ]l.m Ttlbl aml-21m .1. -n0➢ .RO -nno V60 -n60 .no -mo •a. -nno a00 -loot .mo .1100 •no "to TtlYI Ilmi.E'BO .ND -IbD .R0 .11 n0 .RC 11¢0 .m0 PaeN WG m.@]-mm •RO Mo. .mv -,no -m. •m0 .11¢0 •me .1loo .1o0 -nao .m! -not .m0 -11n0 61u iY OA4 m¢b-m5m .Aa .IwO mo .It00 •no -toot .AO EWad. N.On•mIDl •m0 .I1C.0 •no .1n, •Re -m. •Rv .1. •ma .11. •no -me •m0 -i1Q0 .AO -1n0 Eyplb 113N-2CM •AD -IIaO •mo .IIaO •RO .11n0 •RO 81mi.e{h•1•. 1A91).m.ml .R0 41. •Ao 41" .m0 -Itao •RO msxlyd a IA91)-11310 .mA .1 C -me -,no-m. 1%. •R0 -MC •ma -nno -no .11. •no -n60 ano Mno BMNn n3/i-IA ll ]1.N).31.M1 .m0 a0.0 A1n0 -IbA ano on. -nao aao Mot •one .m. •mo •Rv .Re -nno -11ao -no . tt 'n0.o M60 -no .NA ,no QO •R. 'no .w..m0 Ro .m0 MSp ACCA m•tl.•1 IL]Il.1111. .old 41. .ma 400" •m0 .Imd -ft. Y Tebl TNY 93w.mAt1 .RO .110A .RA Og. •no OS. .Ro CoCI..a. aMl.,yM .mD 1n.0 too Mlo •m0 Abe .Re -nao aao 4110 -no Mno .mo -mo aao -mp wfmaln me11-Y.69 -mD MOd .m➢ -+nD •m..Ing -no Aw0 91HCOAp am)-a5m no �11. .N➢ -In0 M. 11. •AO 41CO -.I= manculd o. aT)-mzn -10.0 .n0 .1. -nao qae -nnp .AO -nto •)0.0 'Coll.. Mn0 .10.o -'no aao -m0 FDIC. m5v.mlo •)0.0 -tint -no -Mal-ml Mat •m0 -mo me -m0 . Mao •70.0 -na0 aao '1w0 FyM. ]n3fi.II9N •AD -1 lod .A➢ -1,-. ..n0 A160 •N0 O.nMOplolw 1).ml-m3m •no Mot -RO Mno me -me •m. Map -no •110.0 -RO 41C. -rae -nno -no -me 6YENReYV 1)A)-mON •A➢ -1. •Ad -110➢ .m -,I. eno .I wO O ato 1AOw."me I. m..Ad .m. -no M60 -Ao Am0 CWPneW 11T1-Ime no .11" -RO -,no rml -1," -Ra -n6a -no -Ing aA. -in.e •mo -110.p •Re -1+a0 NWai Iteil-IAmB •nd -IInO -m.0 A1n0 •no AW.O .m. -w30 9uibll 11.wI-fA91e •m. AI. •no A1n0 •NO M0.0 •R1 .na0 •m0 -111. -no -too •m. -Mb •Ro -w10 TYI ]I.N]. xpll •m➢ Alto .RO 00 -m0 410 Mo 400 Y Tbm1 Stm-no11 aoA -too .m. -1160 •m0 -na0 -no .".. •RO -1+a0 aav 41. a60 .. -lap .10 mvYOClq. mP)-]LStl 000 -n0.o •RO M¢o •RO -n0.0 •mo M00 •no ag •no •1100 ano -11n0 •)LO Mat GLnW (mp nIll.o.� .Ad -two .. 412 .RO -loot •NO -Iw0 eg I mICI.E9m .n0 MOD -no .m. -m0 .11a0 .m0 9N0 EMn. mA)-x311 ano 41MO •M -11. •R0'In. •no'It. *ml 4119 ml 41C. -. -H a0 -no M. m rdlrlp . wb11-mlm •m0 Mat •m0 M0.0 -m0 -. •R. �nn0 •m. Map aap .nno 'no MOn •n. -mo S.. Ilbll-a9b .m➢ -IMD •Aa .I..lo➢ .I1..AO .1w0 P GM LLml-t131e no Mno no -nao .R0 'I n. nt .,I.. •RO n..m0 M0.0 - C -11n0 -M. •I1n0 Oo]mab IAew-w.em •AO '11o0 •AO AI60 •m0 '1100 .mo 9n0 Cwlemen. 12m1-LL91e ono .n60 .m.0 M60 •RO -n0.0 mg -11n0 •RO qb0 •mA .I. .m.o Abo •mo •mo wbnPB. .,-nom -m➢ Mm -no :au •RO 2. •Ro %--. BbYO 1191-n ld .Ad 4. •ND Atoo •m0 'tla0 •ma 41CC EIONL ll9 -11111 -n.o -n00 17MO Mno -MO -llnp •70,0 -11ao •m. -,ne nC .......no ......10.0 f30 -)60 -nao CC. tr 3P 9 5 mS9 m m u nA TYtl 6P.L•aW4 .. V.m moll-m]Il .RO .A➢ AnD -1f0D •TN AO -no .11 •Ra -Ng AO .. -nao •m0 ®0 -Iw0 Y® � T 1•.d mNWfM.P S'A9-mSN x9w-ll]m •m0 •m0 -Hoe -nOv no a00 Mat -719 Moo •m. 'nno 4'. aao -RO -nao -na0 .RO -no AIgO -toot N0.0 •RO .0 -ngD -Ra no -ma •no 'n60 Ey am).mOA .A➢ -nao -NO -Ilan -NO "Cot •NO Ant EWo .,-MI. •m0 Mao -no -INo •Ro -n10 -no -na. -no M60 -*Me M0.0 •mo -mg aao -nao C0i009a m311-m311 •no -n0.e -no tool •no ,k. •R0 -11a0 -no -IAO -m0 Mat •no ma .m. -nao PyW py mmT.aO< .A0 41. 1. no 11. -RO Mot -la0 •no -11. .RO .A.O Aw0 . 4. m.KP1 pIW.I 11.Sw-moll -RO -n0.0 .no MLO .M. -noo -n.o -nap -no .m0 •RO -m. -m0 4%..no -nno GY-bORa4. wbnGp. 11i11-meb mS1T-1T9+e •M0 •RA 41. •NA .11" •no -1w0 Mao .m0 -1bo G9Mn0. uml-al.9 •n0 -ln.o .m..na0 •N.o .ibt -m0 .nap no am0 •ma Mat •no Mao .Too -nao OIOmgto nmr-4m. -no -11" •m0 Mno -Re -mo -no ...... -no M1..T.0 -to. '1" 4110 -T0.o .11np O.pn1b maw-451a -no 4..RO -11no mo M. -no -11" bPntl +v91'1a1+e •xip Mm .TI¢ -nna -mo MO. •mo :no. -no .mv a¢0 -nao aao .nao HubY u91-1ut1 •AD AtaO •m➢ .nm •10A .um M. Mm iY� xsT.l1 eN .AO 1. .m0 Aloo •rat .11m .1n0 Aw0 m rYd 3n311-HAY •mt "no •mo -nna •nt -mt •Re -nno •no -mo •mt Mao •ma Mno .m0 -ffil SIIMm1]O.p sow -mom •old -1� .TIO .111. •AO 20a .mo -Ino Ppeue4.q. xm)-x511 •m. Mno •ma -mp •mt Ant •mo -nno .no -mo •ma Me.. •ma 'm9 •a. -m➢ EpN. m9w.mbm .ma AHa .m.o Aao .Tm Mat .m -11aa EWN ]191T-315+e •me -m0 •ma :nno IM -nao -MC'VIC -mo Mna 'no -nno .rao'CCA 410 -In; mm. IISn'ae3+e no Mno •mo .n¢o aao -not 'no -nao .mt .nno ano .nae -N.o Mno aao .mt asN.p.Y1. aml.m.me .mv .nno •mp .uao no Am0 .mt .noo L1ammBa msl'ane .lne -nao anp A+ao •Tao -Iw.O M. Alan •m Mot oat -I n! •l -tot. ypw6y mmnXSm .mt .ono •mo .um ma am0 .no Ant nsn-mem •tut .1wD -Nn -lmt .old .vm •mv -nm aY.ma1Y R.m-tulle .no .nna one Mao •nt -nao mo Mm •tut Mnp aap Mna •m.o Mno •rao -m.l o.O.80 t1mn R.em •AO -1. •Ao -++m .m0 Mno 'no 'M- Oatomp0 unl-Rsm •Rp -1w. ano -nnt •me -I+1p •m0 -W o •me -=, •)6p -me -no -me •mo -me wYn Gk. non-Ia61• .AO .Im .Aa .nao .mo .nao .AO -1wU PYvneb 11mT-wn .me -me Npa -mo •mo -ad¢ -no -wnl -me LCI •ND f 4 •no iA. •mo il. 5mN1 +fa-n.me .At .twL .10➢ Ama .ma Holt .mo Axit 1Mt9 Ivbo'+v1e •n0 -nna .tut .nnt •lao 'tut. •tut Yl.o • e 03 .no A0.1 aao No •mo iao ral\I aTA.M+ no Ono •AA .nm I= .nao •no Mm m T. moll-41.m •Me .Ibo .m.a mat ma -Ina .m0 Maa .mp Alto -no -nap -NA -VIC -no Ylo G\Ym Wu xsR-Y1m •ma A10-0 .m0 am0 .n0 Holt •Ro -n CYLmaW polo.noth •m0 Holt .m.0 -txo •i0.o .n0.0 .m0 Alto •la0'Imo -no 11ao •70.0'wal •io.o M] GpPW xm-mm. •tut AnA 7m0 .,. ao .nm -no .11" EBOGGI. aw"mie xW. m. mm1.3ll+. m5fl-mOn -no -m . M. aae Mno Ma. -lN\ Am! •R0 . no .no •tut .nno ao.e -mo •ma -nae •110 -nao •no -mll -nno -not -ml..mt •no .R0 -mo Mno m(o -ito.0 .ia21 n..nno -n. .m0 -m. .mo .110 m1 •m.o •Ra •mo -no 'no.p mnp -ml iEC .m.o -me •RO •m. •maI -.1 ml 11. •mo ato •lEo •mo Ro f6] Y3+ A. O.ltlelb 325R.xbb .Ab -nm •RO Ano -no '"go •N0 -Ian Ca 9to OaNe PrYY MPn6P eum.e.9er amT.9331e .m. AAD •no .nm •no Ama •At -w¢o wpeaL 96R.ama •AO Aw.O .mo M60 •mo .n 0.0 •AD Apo 6pYp aHo-x e19 •old A+ao *No -11" •RO -n00 •tut 41U 6APn\ aml-m le •no Ab.1 •n0 -1110 •no M. •mO 4 nI •mo YSi .no .1 •to. VL. ano tls EN.IY. xml..veb .old -mD .no •+ma .mo .nno .mo Mao G try . mm1-HdY •lao .na.p ano •nao .m0 -1n.t .mo Mo.o nno Mw aa.0 -nne •m.o ila ao.0 Ott wYnmv mart -mole .old -utd .mo Mna .mo .nao •m0 .n00 N/tl.1W HSR-m311 .mo Mn0 •m0 -nao .m0 .M.O •no -E-. oo.o ORl •m0 00.. .me iei •N.0 Ove Sypdgvlw Nme.xbw -AD -11n0 •nt .nm •m0 .toot .mo .noA WO1.npm1.. a.u-SV+e .TnO "Hill. M¢o •mo AM •ln0 A.0 M. O]1 •na Doe •me Dap .mo Oop TYY �' HEY .Ad -lwa .AO 4. 1 .1w0 •TIO A1M .LT mMi �' 1Lw Nap Mno )n0 m. WO Am.. -Tat N.0 -n0 011 no �l •RO O¢I •no tll0 SEE TABLE 11, 5HEET 1U rVK..t b U-lq II V-n III I. xc -.a o­ .. CAN. SASH IIEIGw.YMDOW BUCK HEIGHT-W.138 " MIN SASH HEIGHT •W * : W. 56705 NOTES 1) USE THESE TABLES FOR ALL WMDOWS INSTALLED THROUGH THE FRAME 2) FRAME DIMENSIONS ME BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR S2ESNOTSHOWN. ROUND UP TO THE NWAVAILABLE WIDTH ORHEIGHT DIMENSION SSIOVM ONTIfETABLE. 1MOTEOB101DOYDRME N.V9GMR3WS SASH HEIGHT IREINMRCEMENTSSHONM IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) TYPES BTHROUGH 'GLASS 10 MAY NOT BE USED WITH .SCHMINELORIMEORAL PRODUCT REVISED •PIN FRAMES aplyt,rUg BcF nmY ms Corti AuxPtmae No - EmKrpaaoOdv By NUmi e6ep3amst_ Bi PRESSURETABLES I J ROSOWSKI Oulc HUNG WINDOW INSTALLATION - LM 105115115 NTS 1 7 OF 13 B cuFFT 0 MLV RF I I.CFO ®m®mTmT���m®m®���®mom' 0� 0 0�80 a0�B0 B�Do Do go go go m Bog �0�a0 a0� 0a0HHUHH0 p� �m�aaooaoaaaaoaaaoaaoaaaaa0000aaoaa000aaaaaoaaaoaooaaaa©aaoaaaaooa • � ��aooaooaaaaaaaoaaaoaooaooaooaooa0000a000aaaaooaooaoaaaaaoaooaaoo mo�vaoovoovaaava000av0000a00000vvavaoaoaoaoovavoavvvoavaaoaavaoovo m m�oav00000avooaaaovooaooaoa000aaaaaaoaooaoaoa000000aaaooaoa000aao p�aaaaaoaaaaaaoaaaaaaa avaaooavaaaavaaaaaa0000a00000aoaavaoaaaaaaaaa000a000aaaaaaavaoaao p�aaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa o � m m m �aaoaaooaaoaaaooaaoaaooa0000aooaaaaaaaaoaaaaaoaooaaaaoaaaaaaooaa m�ooavoovoavvoovavvvvoavoovoovoavoavaovaoaaoovooavvoaovavoavvavaa o� ma000aoaaaooaaoaooaaoo pEaaoavoovoaoaavaaaoaaovaoaooaoa ��000vaovvov0000avoovoovaovavvovvvova000vvvoov0000000vaavoov000ao v�oav000aoaaoaa0000aaoa000aovaoaaoov0000aaava0000000aaoaooavv000a maaoaooaoaaaoaaaoaaaoaaooaaooaaaoaaaooaaooaaaoaa000aaaaooaaooaaa . moaoaoaaoaaaoBannon m p a� r0000av0000vaooavvaovoovoovovaaovooaoovoavvv00000vavavaovaovaaoa moaoaooaoaaooaaaaaaaaaaooaaooaaaaaaaaaaoaaaaaoaaooaaaoaaaaaaaaaa c � ��00000000aooaoa000000a0000a0000aoaoaaoonoaooaoaoaoa000aoaaoaa000 m0000000voovooaaoa00000000vovvaovvaavaoaaavvooavvaovav000aooavva �.�vvovvovovoo©vDavvaoavvvovvvvvvvvvovovaavvvovovvvovvvvvovov©vvvv zoaa"NASA �aaoaoaoaaaaa0000aoaaoa©oaaoaooaaaaaaaaaaaaoaoaaoaaaaaaaaaaaaaaa �xuovoovoovvaovoaooaaovvov00000aoov0000000o00000000vva0000000vv000 �0000aooaoavaaoaovoaoaoamoovvoaaoa0000000a00000vov000vvvooaaaooa �vvoaavvavvvvaoaaoavvoaaovavaovavaaaavvavavvaovvvavovvvaoavaovav �aaoavovooaaaoaaooavavoaoaovvoaaoaanavaaomaoaaaaaaaaaaaaaaaaanun �aooaaoaaaaaoaaaaaaaooaooaooaoa000aaaoaaaaaaaoaaoaoaaaaaaoaaaoaa aovvoaoaoaaaavaaooavavvaoaaovvaaoaooavaaaooavovaoaaaaaaoaavoavaa �ooaaaoaoaaaoaaaaaaaoaaooaaaaooaoaaaoaaaaaooaaaaoaoaaaaaaaa000aa �ovvaovvovvoovavovvaavvovvvooaaovaoaaavoaavvoovvvooavvaovavoaoaa am000aaaaaaaoaoaanano oo aaoaaaoaaoaaoaooaaoaaoaooaaoaaoaaaaaaaaaaaa000000aaoaaoaaoaaaaa oaooaooaaoDaoaooaaoaaoa00000aoaaaoaaaaaaaooaooaooaaoaaoaaoaaooa aaoavovoaav000avoavovvvoov000an, aaaaaaaaaaaaaoaaaaaao 000aa00000aoonoaooaooa000a0000aooaaooaaa000000aoaooaaaooaaaaoaa ovvoovvoavooaaavvvoovoaoaooavaooaooava000voova000aavva00000avoo oaoov000a000v000aav00000vaooaoaoa000013BEI oaaooaaoaaoaaaaoaaoaaaooaooaaaooaaaaaaaaoaaonoa000aaaaoaaaaaaaa oaaoaaaaaoaaoaaoaaa000aooaaoaaoaaoaaaanooaoaoa000aaoaaoaaoaaoaa aaoaooaoaaaoaaoaaaaoaaoaaaooaaaaoaaaoaaaaaaaoaaoaooaaaaaaaaaaaa Run vvovaovaaooaoaovaaoaaoaoaovvoovv000aaoaa000avovvavoaaaaoaavaoan 00000000vnoaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaavaaaaaaa 0000000aaaaaoaaaaaoaa0000aooaaoaaaa000aoaaaaooaaoaaoaaoaaoaooaa oavooaaoavovvvaoaoaav000000a0000vv000v0000noovvvooaooaooavoovao aoaaaoaoaaoaaoa000 00000a000vvooaovaovoovoovvvooaaoovva000aaoovoaoovaaoaoaaovoavvo ovoaavovvavvaovaaaoovvvvovvvavavoovvv0000vvovvoa000aoov000van ovv000voaoovoaaaov00000av0000v000000va0000voovvva00000aoovaooa among "gin aaoaaooavoaoov0000vvooavvovaaoaovoa0000aoovaovaooa000000 aaaaaaoaaooa no ooa000aaooaaooaaaoaaaooaaaoaooaoaaaaa000aoaaa a000aaaaaooaaoaaaaaaaaaaoaaaaoaaaoaaaaaoaaoaa oaoaooaaaaaaaaaoaaaa0000aoaa000aoaaaaaaoaaaa oaaoa000aoaooaaoaaooa aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa aaoaoaaaaaaaaoaaooaaa aaaaaaaaaaaaaaaaaaaaa ooaoaaooaaaaavoaooaaaovaavaavaova 2113aaavoovvvavvovavvaaoavavova 0000aooaaoaaoaaoaaaaa aaa0aaaaaaaaaaaaaoaaa aaaaaaaaaaaaaaaaaaaaa 000aa0000a0000aovaoao oa000aaaaaoaaaoaoaaaa aaaaaaaaaaaaaaaaaaaaa SEE TABLE 4. SHEETS FOR DESIGN PRESSURES VMEN USINU THIS I. e. "NJN. SASH HEIGM�WINDOW BUCKHEICM-fi0.138 - - - - NOTES 1) USE WEABOVE ANCHOR OUANITDES REWIREB-......' TABLE FOR ANCHORS INSTALLED THRWOH THE FMME. 2) USE THEABOVE'MA1G ANCHOR O.C. SPACING _........ TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3)FitANE OINB:NSIONS ME BUCK.'ALR'=MEETWO RAR. 4)FORSIZE5NOTSH0WN,ROUNO UPTO THEN AVAILABLEWDTH ORHEIGHTDINENSIONSHOWN ONTHETABLE. 5) REFER TO TABLES 2 53. SHEEP 2 FORANCHORGRW P DESCRIPTIONS. No.68T05 Hv.AnTmOL.dpMgN oro¢ M1w! 'F@plel+h'Ivh0e0m M PRODUCIR6VISm es ecm(dy�wW W FlaiEe Suld'mB Code AtaPrmmle � QS i bn OHn /� M' Pioden I ANCHOR QUANTITY TABLE I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 8OF13 MWIMMaa0ga0aB0�a0aa0aa0Ba0aB0B�0�o0Ba0aa1aa0aa0�a0,80000B0Bg0aa0aa0 m��vvvvlavvnlalavovvnvvvvvnvnvvvnvvnvvlavvnvovvnnvvvvvvvvvvvvvvvvvnvvn �m�vvvvovovvvvvovvvnnolavovnnvvovvvvvonovnovvvvovvvvvvovoovvoonnonv �mnvvoovoovv000noovvvvvvnovvvvvvvvvovovvvvvvovvvvvvvovvoovvvvvnvon m�o ovnnvolaovvnoovnlalavlavvvvvlavvvvlavnolaoolalalaoovvvlalavolannvoolavvoovvo 0�oovlanoovvvnnvvonnvvovvvvvvvvv0000voovvovvvvvvvvvvvvvvvvnvvvvvnv mr�ovvvvvovovvovvovvnvovovlaonvvvnvvvolaovvnonvvvvvoovvvvvovoovvvvoo ���voovvoovvvvovvovovvvvvovvvoovvovvvvnvoovovovvvvovvvovvovvvv000v �r��ov000vvoovvvvv000vvoonvv0000000vvovnvvo©v0000vov00000vnvv0000vo o�nvvvvvnnnvvvlannnlavvnnvvvnvvnvvvvnnnlalavvvnvnvvnnvnvnnvvov ©�vvnonvvvvvonvvvvovvvvvnovvovvvnnnvvvvvonvvvvonvvvvvvvvoovvvvvoonnnnlanla m�vovvvvvvvvvoovvvvvnvvvvvvvvovvvvvlavvvvonnlaovvvvvlaoovovovvvvovvv nnvvvvvov110131 la00000nla00000 vvovoovvvvvnovvvovvvvnvvov000vvvvvovovvvov000vovn 0000 000 00ola00000000lann n000n0 la000000nnla000000la0000 ��nvvvvvovoovvv0000vvvnvvvvvvnovoovvv000vvvvvlaonnvov000v©vvvv000v ®nnvvvvvvvvvovvlavvovvvvvvvvvvnoolavvvlavvovvvvvnvvvovvvvvvvvovovvv o�vnvovvolavvlaovvovnnoovonvlaovvvvoonvlalavvnvlalavovvnvolaovvvvlannlaovvla o�vovvvvvvvvovvvovvlavvvvovvvvvv0000vvovoovvvvvvvovvvvvvoovovoovoo m�loovvvvovvovov0000vov000vvovov00000vvvvvvvvvvvvvvvvvvvoon000vvnv ®�T nla0000000000000nn0la000nla00000lala000000nla000000000nla0000n000lalala0la �SM-75=20130lavvovvvnnnvnnnv000vvvvvv©000vvoo©nvolaonvvovvvovvvvnnvvovnnvo ��vvvvnvvnvvvnnoovvvvvvvvvvvvvvvvvvvvnlavvvvvvovvovnvvvovvvvvvvvvo mcnvvvoovovvnvvvvvvv000vvvvvvvvvvovvvoovv0000voonvvvnonvvovvvvoovv 0nnnnnlannnUnlan0000nUnlalalan00nn00nnnn00UnnnnU o�ovvvvvvnovv3vvvv1313oo13vvv91vvvvvvvvv000vovvovnnovvvnnvvvvvvvnvnvv n0lannn laUUUnnOUnnnnnnn � m�vvvvovvvovvvvvnnlavvvvvvvvvvvvvnvvvvvvvvvoovvvvvvvovvvvvvvvv n00000000O000nn 0000000000000lala000000000000000000000000000000000000la000000v00On n00vvvvvvvvnvovovvvovvovovvvnvvovvvvvvvvnvvvvvvo vv vv _ vovvovvvvvonv nvoonvvvvv00000vvvvvovvvvvvoolavvvvvnovvvvovvo �000nn00000Mon0000lan00 El 00000000000000000nnn000000lala0000n0la0lann00la �000000000000000000n0000la00000000la0000000000000000n0000000lan0000 0�nnlannnlanlannlannnUnlann00nnnnnUnnnOnnnnUnn0n00nlalannnnlala00nnnnlaO Ulan v�vvvvvoovovvovvnvvvvvonvvnoovvvovvvvoovvvvvonvvvvvv000n©vvvvoovv m�000vv0o0o0000nlavovvovnvvvo novvvvnolanovvovovvvvovvvovvvvonvnoovvvvnv mm�vvvvvvovvnvvvnvvvvvvvvvvvvvvvvlavvvvnvvvnvvnnvvvvvvvvvnnvnvvla inn n m�vvnnovonnvvvovvvvonoovvvoovvvvovvvvovvvonvvnvvovvnvnvvvvvvvvonn m�vvvlanvnnvvvvvvvovnvvvvvvvvvovv000vvvvvovvvvvvvovovvoovoovvvovov m�vovoovovvvvovvvvvovovvvvlavvvvvovvvoovvovvvvovvvvvvvvvvvvvvvvoov mc�vnvvvvovvvvnovnovvnlavvvvvvvvvnvvvvvvvvlanoovnvvvvovovvvvovvvovvv mccasuvovvovovovvnvovvvvvlavvvvvovvvnlavvvnnvvnvnvvnvvlavvlanvvoonlavvoolao �r�ovvvvvovvvvvvvnvvvvvvovvvvvvvoovvvvvovovvvvvvvvvovlaovvovvvvoovo ��vvvvvvovvvovv000vvovvvovvvlaovvvvvvvvvvvvovnvvvvvvvvvvnnnvvvvvvn �0e�vavvvvovvvvlav0000vovvvvvovvvvoovvovovoononvovvnvovvvvvovovvoovo m�vvvlavvoovvvlavvonvoovovvvvovvvvvvvvvovvvv000vvvov0000000vvvvvoov m�vvvvvovvovvvvvvvvvvoovvvvvvovvvvnnvvnvnnnvvvvvvvvvnvvvvvvvvvvvv m�nvvvvoovovvovvovvvvonlavvvvvonnovvonovvvo©nnnovvvvvnoonvvvvvvvvv m�-vvvvnnonvvvvvvnvvvvnvvnvnvvvvoonnvvlaovvvnnvnvvvvvnvvnvovvvnnvvv m�voovvvov0000vvoovvlavvvvvvvvvnnovn®�onnnnvnnvvvovvvvvvvovnvvvvvn vvvvvovoovvvvvovvvvovvovovvvvvvvvvvvvvnvvovvvvvvvvvvvvovvvvvovv ��vvvvvvvvovvovvlanvovvvvolavvvnvla000vvvvvvovvvovvovvvvvov000vvovvla mo�vvvvovovvvvoovvovoovvvvvovvnvvvvlavvonvlaovvvvvvovovovovovvvvovvo SEE TABLES 5 S B. SHEET 6 FORDESIGN PIIESSUNES WHEN USWGTHIS TABLE. FUN. SASH NEIGXL v WINDOW BUCK HEIGHT • W.138 NOTES: T)USETHEABOVE ANCHOROUA ESREOUIREDTASLEFORANCHORSWSTALLEDTHRWOHTHEFRANE. 2)USE THE ABOVE' ANCHOR O.C.SPACING.......,' TASM FORANCHORS INSTALLEDTHROUGHTHEINTEGRAL FIN. 3) FRANE ODAENSIONS ARE B UCK'Mft' � M1ffETNO RNL. d)FORSRESN VH .RMM UPTOTHENE AVXIPBLEWIOTHORHEIGHTDDffN^aIONSHOWNONTHETA 5) REFER TO TABLES 2 S 3, SHEET 2 FORANCHORGROUP DESCRIPTIONS. No. 5ST05 Wa.AnNpQC.ep�sYgb pppT 'llYatlFYI'INbYM1YI Y PRwucr Rev¢Fo �AY✓aB MdtlEsFbNa &dldn8 Code ,�f. EtVdA ib D�a...1.4.6 D_�7lYM ANCHOR QUANTITY TABLE I J ROSOWSKI HUNG WINDOW INSTALLATION-LM 05/15/15- SmY: 91Nt Dm�fp RU. Rw: 600 NTS 1 9 OF 13 1 MD-SH5500-01 I B MclimWcal..RNeMM 'RrmpMnm"atYbmn h•+ ammo+ a wWeaun mIg o ...w aro n-aem aen-ma mamam .na mwr nm-ue aw oar a.mremm. aenau ea.1. men-Mo ynm¢e� uan.n.e mu•ea aan-w fun-w rm amraovP as-m e rm Monona mimae. men.ae em euRaemm n.mr-ma ypiab xnr-n..• comae n-Iu elra fun-ae rm+f ann••u •xnoamw n.en-w ewm aen •nu amx.xve,.� mn•m mnaae o••mm nan-Mo A.mw uanova o..mex. um+-tu ed-fss nem mn•me om.ee amr•w emw amr-ae a o..mw anr.ae em+.•ewm amr-aa mam •e. men-a� emiml aax-m a•rm am+-•u a.vaa. nan-au n NOTES: 1) FRAME DWMSIONS ARE BUCK'MR=WMG MIL. 2)FORBIBSNOTSHOWN.RWND UPTOTHENEXTAVAILPBLEWIDTHORNEIGKDIMENSIONSHOWNONTHETMB . 3) REFER TO TABLES 2. SHEET 2 FORANCNOR GRWP DESCRIPTIONS. 'GLASS TYPES BTHRWGH t8 MAY NOT BE USED WITH J.C1 WnlEL OR PJf EGRAL � flN FRAME9 • i•• n • n e e•• f z • PRODUCTREVISED • a • a a • e a e e • • • f • • x • • • a • • i • • x • oe c¢vplyurgxifEy PlvMx 0•i1tlNB Cah Accytmm No) O Orj \IiIIIIII•r Expint'nn Dxe /� BMao _9`�-taroTEauonGrDRrvE ANCHORQUANTITYTABLE JROSOWSKI 'AO'-. oP I}`tr,�: N.vExcta, PL3az3a aa� oam FfOR.OP • \��� (W1Na8Dt800 ,ss.".••.••.`iaG,� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'iaa ONAL IEata` wr am - y yyaL sours v..t Dmmlq Ma Iem ALY MILLER,PE. _ 'eL"°"'�'n"f'__ SH-5500 NTS 100E 13 M0.SH5500-01 B r... Ae3 L =L1 i .B3S + !CHANNEL FRN.tE .6]5' ta] OnEAO/JAMe '[' 1 I 3.4W 3� �oo01 .535' JC Ml. •635• r 1.iS OFRANE SILL r OFLANGE FRAME HEAD/JAMB 3AS3• OFLANGE FRAME SU Aer ;` F 1.d8r CA 3 FlN FRAME fATS OHEAD/JAMB L 3M3' �♦ ��I �� 2� 3.64q' 3.W —+{ +IIF ASS �F �ooQ1 OEMAL LEG FRAME SILL .DTP—�-�= I J- I .]1S 1., SS OL1GM5 ]'+ REINFORCEMEM .OBS' ,.B30' .085• c_' sJ 1 .B]P z.,00' —�{ Imo+— 2.t]P A]t•'� ��35}fr CLJ� 1 aFS 11— 58P J I .035' _ Alf .OSP .OW �FMD t• ~ tA00" Ia-- BAIANCE� SASH STOP! LIFTRML LIFTRrML BEVELED BEVELED 1H MEETING RAIL i8 SASH RAIL tT COVER ,3 SCREWCOWR 1B INTERLOCK OO 1M 1.01XCOVER it INTERLOCK O33 l!MRLOCN COVER AtP �J OHO SA,SN � REWFORCEMEM i.10T �+— O]P R] HDMEERNGRAIL REIMORCEMEM ' ' mmplpn3 rviNms FbMa BuiMieSCode �g . tt+1,ul„Tn,J n.xPlmmNo/i• '2b7D .315 .30P {.Iy. �1 L3CEN3F'•.� i' 63 ....I gam• `"r .1F5' '1 L1 � Q';'• :f",p � Mtam .035 LMOIO � D..tO Ra: Mffl Rrn+mMOGVUNWINDOW EXTRUSIONS OSOWSKI OBFAGWG OO SCREEN FRMff B1 SCREEN N.VENICE, FL30Zi6 Oaf SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3�„TILL,,++ Ne siv/Moe+k some smuc me.nP ALSH-5500 NTS 11 OF 13 MDSH5500-01 B PEAS CERT.OFAGM.A38PSB TABLE 12: BIII otMatedol Bill of Meteriol, sent p pad III Descdption Material —#—F—P—aA—# Deeadpum Malerlal -1 0 i name P fa AIMechanism Steel 2 620102 Single Hme Flog FraHead 6 Jambs - Flange PVC 48 720:M 99 Sweep Lock Cost Lnc 3 6201D3 Single King Frame Head 8 Jamb9 - Fin PVC 47 72079566 Auto Lack CmerAasembly rSst link: 4 6201D4 S6gb TRw9 Frame Hea0 8 Jambs - E4V81 LeO- PVC 46 78X1160PTX 68 x 1-1 W PPR FH SDS (Auto old Sweep Lock Screw) SS 5 620105 514'DH Flaap Sill -JLhanleJ PVC 48 72(1200 Auto and Swery Lack KeePe Cast Z]nc - 0 620106 SWDH Frame Slll-Flags PVC 50 776X1M1PPA Me x'S4'PFL PH SDS Meager SCnlwO SS 7 620101 SWDH Frame Sill - Fin PVC 51 Z0181 VR eaeled Till Latch Caner Key PVC a I 62U709 SWDH Frame Sill -ERud LegfBOX PVC 62 4WI82UR PMI Roll TIRLatch Comer Key PVC 14 620131 Fpea Meting Rail PVC 53 7634PHFL #6 x wr Ph. FH SOS (Gamer Key SCMO SS 18 620129 Sasb Rall (Sides, TOP a Bohan) PVC 54 420183 Tilt Latch PVC 17 620134 Saltines Cofer PVC 55 420184 Wit Latch ReWw PVC 16 820133 Smin Seca Screw Cofer PVC 56 72D207 V Tilt Latch SPdrg SB 18 156 PWI Rail Wedock 600575 At 57 420186 Plastic Tilt Lnlch Finger Fell PVC 2D 620144 Pail Rail Wedlock Corer PVC 58 1 720192 Meet Tilt Latch Finger Pull Cast Zlnc 21 fi20157 Be.Had"cg0CX ODDS T6 Al 59 420180 Phol Bor Canter Key PVC 22 820745 Belled MMock Cam PVC 60 720M Phut Bar SS 23 027150 lIRM Each Rdn=.t 6003 T8 AI 83 TZ0191 Sash Pull Handle Cast 2lrn 25 620152 RD SOR Rainbncemem 6063 T6 64 720194 S®h Pull Handle IU Latch AseemdY Coat arms ?e 620163 SIandand Meeting Rail Reinforcement 6005 T5 At 65 783 g64FPT x 314' PR FH SDS (PUQ Handle SCRM SS 27 620154 ND Meeting Rail Reblbrcemem fi005 T5 ..At 66 42M8B Bottom latch Strike Plate Cast OF 30 61644 Weethersmp, .1IW x .21W Fin Pile 67 718588 a8 x 5r9' Pa FH EMS(Strike Plate Scnw SS 31 6G300 Weatheretdp, .190- x .300' Foam Bulb Flex PVC 1 72 720135 Lam] I.O. Bead PVC 32 61719 Wea9neremP..187° x .27D• PdyPlle 74 Backbedtlkg, GE 7700 of Dew 791 Bill, 33 61825 Weather Plug,.220' Wlseal 75 71646N Being Bock (IB'x 1'z 1/8`), 95+1-Sdura EPDM 35 78XiMTTT e8x 1' PR PH SDS (krte110Ck Mamtbg $4•Iel`r1 80 81012 ExaWed Screen Frahm Alan 36 78XnWX Wx 3' Ph. PH SMS (Meeting Rall ScleM 410 SS 81 61011 Rol]fommd Screen Frame AIMn 37 71669SP Meeting Roll Screw Suppal Plate fi063 lam 02 7CKGLB21 Sceen Comer Key br Exmxled Fmme X4 PVC 36 72021D' Wee, tole Corer PVC 83 47092 Screen CorncrKey Mm Puil Ring X2 PVC 40 7 MOX FL Captain Face Batentt e4 47041 Screen Carer Key fNNouI PWIPore X2 PVC 41 PB x &4• Ph. FH SMS (Can. Face Balance Screws SS 85 7CA9PM Tembn Spdnp SS 42 Spiet Balance 66 61816C48 Scmen Cbin Fiberglass 43 720206 Spind Balance Shoe Nylon 67 6I635161814.140'Scrtn Spline 04esnriI,.O Rdbd) Vinyl 44 17B7(114FPAX p8 X 1-1r4• Ph. FH SMS (Sphal Balance bini 1. SS Partt Description Malarial 7e Kommerllrg 4SG TPS Spacer System his 77 Duanex Super Spacer nXI wan Pon MeK Butyl Shetfo Sweet for Tfi V Glenex Dumseal Spacer Matelots Caldhlal A. Edge Spier NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES. LTD..TOBE LABELED FORAAVAEXTRUDER CODE. 2)ITEMS#9.13,15,24.29,29.M,39.81.62. 68.71. 673 ARE NOT USED ANDM NOTPART OF THISAPPROVAL *; N0.58705 STRUCTURAL STRUCTURAL SILICONE DLYISOBU TUML 1r4'NOM. FOAM WITH DESICCANT WITH DESICCANT M EXT.GIASS—,//I V111I EXLOLASS� 4U/ `INT.GLASS VVv' INT.GIASS KODISPACE SUPER 4SG TPS SPACERO NXTTM DURASEAL® XL EDGEw SPACER SPACER PRODUCTREV[sm l pyapv h FbM1ie e tavi4Cmo Ae=cn�f+o / 063D.arj E n Dore /mom Oy Mani floss! b' r a, IMISCtNOLOmDRAME BILL OF MATERIAL (BOM) J ROSOWSKI STATE OF �� RVENME.1.3,M05 '' A20RIDP ,: •`��� (B41j4BF1aW rx1tl own ys''••-••••� G��`� SINGLE HUNG WINDOW INSTALLATION -LM 05115115 r7 ;�NALIENff` rmroisr a K '9H- smw sve ue.xv xo x..: A LYNN MILLER F.E. "- SH-5500 NTS 12 OF 13 MD$H5500-D7 B FRAME ASSEMBLY DETAILS on. PULL R INTERLOCK& COVER * : No. sans OPT. SWEEP LOCK rL �r4-a) OPT,AUTOLOCK . OPT. PULL HANDLE MATH LATCH SASH ASSEMBLY - DETAILS 9-1.9 UP ExrEwoR f? OPT. BEVELED NTERLO( &COVER E%TERIOR REVISED EXTERIOR �� �IIIIIw �p0'•.," � .�`4('17AC +oroTaTwa.GGvoravE N.VENICE FL3121S EXPLODEDASSEMBLY JROSOWSKI \VIFIIVI "` _ 1)SONE PARTSIDPRONS NOT SHOWN ON DRWNG FOR CLARRY. ' �•��� IiSj��NAL EV` 1fi00 SINGLE HUNG WINDOW INSTALLATION -LM O5/15/15 2)}CHANNEL FAAME SHOWN, PARTS CI& 5. OTHER FRAME TYPESAPPLY.fthv - ImemwmEa� K ser+u�Yaa�c Smr Sn� 3)FOR REINFORCEMENTTYPES. SEE OETAllS ON SHEETS 6&T. K) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. + 1++N ALYNNJII/�R,PF.G Nt R9NIBD SH-SSOO NTS 13OF 13 MD SH5500-01 B PEl'601Q5 CERT.OFAlIM g8fD5 SCANNED BY St. Lucie County M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.miamidade.¢ov/eeonomv PGT Industries, Inc. tr2t r i /Z—U6 1070 Technology Drive C T E p'� North Venice, FL 34275 r 1 I j ®PY ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed bythe Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) aud/oir 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 "DH 5560" PVC Double Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM",,sheets 1 through 14 of 14, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed -by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration' date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall'bear a permanent label -with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. I 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 afieft[te expifation'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 yin 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# 16-0714.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.10 MIAMI-DADE COMM Expiration Date: September 17, 2020 s i f��g�tl9 Approval Date: November 02, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0812.04) - 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05115115, with revision B dated 06106117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. •B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 . 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed•window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc.; Test Reports • No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous!NOA No.16-0714.09) 2:, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC; TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along ,with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0812.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5560 PVC double hung window; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8007, dated 04/28/15,, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0812.04) Manael PA4 P.E. Product Contro Es miner NOA No.17-0630.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 551h Edition (2014) and FBC 6'h Edition (2017), dated 07/30/15 and updated on 08129/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory, and Economic Resources,(RER). E. MATERIAL CERTIFICATIONS (coNwium)) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014) and FBC 01 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel P.E. Product Contr Exa iner NOA No. 1730.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED F. STATEMENTS (coNTiNuED) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0812.04) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714, 09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series "DH-5560" PVC Double Hung Window - LIVU." approved on 08/25/16 and expiring on 09/17/20. _ " Manuel Per Product Control ami r NOA No. 1 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 TABLE A: MAXIMUM O.F SPACING DESIGNPRESSURERATING IMPACFRATING S4•MAK BUCK'MOTH �{ VARIESPERRESHEETS 6M7 IARGEAEMAIWANRE . J"-TIII - GIBss TyPse AOo1B Mso1N0 R011 LEVEL SEE INFO RCEM IMPACTREST _ B,sm 30•MAX. O.C. 5.8 15.117 WMA)LBUCILV'0m _ SHIET2 �- tY MAX. 62-1/e'MAX BUCKNIOTX --B'--�-� r-SEESHEERS 1y 14 TH I'0.8E, 960 e,SEE 3•MAX. O.C. &ETO 54MAX BUCKWSHEET4 SHEETJ 12MAXVS uGW LSB.su_ 0MAXO.C' 1YMAX. C, SEE T ASEE 1 1Y MAX. TOP BUCK SHEETS - l SHEET4 r SHEETS l EQUALLY SPACE VISIBLE -r HEIGHT SHEERS 12 NA%. / EWALLY SEE TABLEA ANCHORS LIGHT SEE TABLEA KJHORSPER� �- PT'JKES / HEIGHT - ER �A�Y\ SEETABIEA 64' PA ANCHORS PER 6Y X BUCK TABLES B11 X X T7. TABtEs 611 1 = MAX HEIGHT - - MAX V T 1 SUCH ASSHOWN X 10-M'1 TO.F HBUCK EIGHT X 4/ 10'MAK O.C. X ^ 10'NNLIO.C. HEIGHT J( 4 (lam)' 4 �--_% SASH Lr / 13.80T-'MAX- E(AIALLY1 13.mr MAK O.C. EQUALLY 3.BOY MAX O.C. EQUALLY 111 SPALFD WSIE.E SPACE) SEE SPACED J- _ ANCHOR6 _ ___ LIGHT J- ANCHORS FOR 6HEEf9 f ---_ — .. iCHH PER PERTABLES / HEIGHT TABLES &" / A BA9 / L TABLES A 1 611 A l 1 &1?MAX &1?MAX 61?IA/JL NOANGNORSATSLL 1 NOANLMORB PTffiL I g ATSILL Dt 1-114' Br--J SEEGLL INFER B I SEESILL WEER 3EESBL WEEP- SEEBLL WEEI+ NOTCH DETAILS, BOTTOM SASH VISIBLE NOTLH DETALS. NOTLH OETAILR, NOTCH DETA& SHEETS _ LIGHTWIDTH SHEE1`3 SHEETS SHEETI ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME. _ ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITHEQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL -FIN -_____,__•,.__ ---....... 1SHEIOHTSEETMULE 11 (SIMILAR ANCHOR DIMENSIONS FOR ORIER CANFIGURATK)N57 P SREG OHS. FORK NSUUTED GLLASS INSTALLATIONS ABOVE 3VIN THE HIGH VELDCRY XVHZ, THE OUTBNURRICANE ZONE'OPRD LITE(CM MUMST6E TEMPERED. GENERAL NOTES___-._............._.__.-....1 .Y MVAB-LADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS ..........-......._._......__.................1 FRAME, GLA95 A ANCHOR OP110NS_..._..._..... 2 L KSI PERANCHORTYPE. INSTALLATION, FLANGE 8 EWAL LEGTROX.... 3 RED IX INSTALLATIONS IX WOOG BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIREMY TO SUBSTRATE. YNOD BUCKS INSTALATION, INTEGRAL FIN IS S(WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE SIRUCNRE WOOD BUCK DESIGN GLAVNGDETAILS........._...._._...__._.......... 6 :OR) OR ARCHITECT OF REWRD, (AORL DESIGN PRESSURES . ............. 67 ALL DRESSING OR MCCO. USE AWHORSOF SUFFICIENT LENGTH TO ACHIEVE REGUIRED MIN. EMBEOMENT. INV. ANCHORS ANCHOR QUANTITIES .... - ........... .... _......... ..... Ml IR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXRRUSION PROFILES -----.-.._.__..__12 ._..___.__...HERE THE PRODUCT IS NOT FLUSH TO THE SUBSRRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. _ ASsEMBLYBPARMLIST..___._..._---1314 Q DESIGN PRESSURES A NEGATIVE DESIGN LOADS EASED ON STRUCTURAL B CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER MST PRESSURE STRUMRA_& CYCLE TESTING AND CLASS PER ASTAI E1300. C. DESIGN LOADSARE BASED ON ALLOWABLE STRESS DESIGN, MD. 9)THE ANCHORAGE MERHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE THE 3 1M STRESS NCREASE HASNO BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVNUATION OF ANCHORS INTO WOOD. ANCHORS TINT COME INTO CONTACT YWT OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE RO RIDA BUILDING CODE FOR CORROSION RESISTANCE. ...._.. ...-..-...-.. _........... �.ec.�,,:..n.u,rcucce ecnumeuouTA OPR nIRRENT aoRIGABULLDINO CODE ADTO BE REVIEWED BYTHEAVTHORITV HAVING JURISDICTIOlL N)APPUCABLE EGRESS REQUIREMENTSw BE 11r:v¢rveu er wlw,nn �rnwr. `11T•-- -••p4 LYN USER INSTRUCTIONS: ERDEQUDINGTOT dl '•, TTHEEMOUSECIFIC, WAINNDOORGR 21))DDEETTERRNNNEE PFFfOM1TGANPER3ES2ORRENSTSRCEA7T. DNS- ND 58705 i' 9)KNOWO YOUR GLAZING OPTION (TABLE 1), NDOWCN AND 6M.DETERMINE YOURWOWSDESIGN PRESSURE FROM TABLES 4-7. 9 MUS11' EQUAL OREXCEEDIIHEDESIGN PRESSURE REQUIREMENFORTHE WMIDOW OPEN WD 08TP1NEOIN STEP 1. NTTYFROM TABLESBDTliATTIFYTNEAOUIRKT-&SMO WILL MEEK UIREMENT9 FOR �p0'.• (� YOURORMJNE SC,ONDMONFR OMTABLES2OR3,ADTIN ORSHEE.4ORINT.�MSFIN INSTSSHEETSETPRE MET. YOUROPENOSPE ORGHEET4fORINTEGRALFlN INSTALLATION. �.(� ARORDP.�'•?� '4CSS� 5)INSTALLAS PER SHEETS FOR THRU-FRATAE INSTALLATION S115ET 3 FOR ,,,,•, N(�Y` NOTE9ESIGN PRESSURE RATNG UETERMINATON IS THE SAME PROCESS FORALL FRAME TYPES(kCHANNEL, RANGE. 7 ION wl`Y INTEGRAL FIN OREQUALLEGAI04 PE.B63m6 VAFBPA NDS-2015 FOR WOOD CONSTRUCTION MINUM DESIGN MANUAL, ADM-2016 S10D-12 UPDATED TO FBC 2017. - JR - 06/O6/17 IL NOTES & ELEVATION I J ROSOWSKI and HUNG WINDOW INSTALLATION -LM 05/15/15 sm1P sn.1E 17D Nw RIn. i60 NTS 10 F 14 MD-DH5560-01 B Glee Type .••• - Dosedpw (LINed Rom Extoller So Interior) Design Tadao Pnsnre SMata 6 7/B• Lemiruled LG.: 1/R A E ,Sa, Ceps 7/1m All 5pus.&IV WNnaIeE; (2) Laws a l/B' A Glass WN.w PVB Waders, 4,5 6 6 7/8•Lamented LG.: IM TErtedor Cap+ 7118• Air Space +&IT aminand; (2) UMs of IB• A Clan W1h.090' WO Sdadrysr 45 6 7 71W Lam6u1ad la.;&IVA EXtodor Cap +31WNr Space+&ta'Lamiruled;(2) UMs of IW A Gloss Wlh.am• FVB ldedsyer 5 6 8 ?IT LaMnded LG.:&IT T EXbrforCup +31W Air Space +&Is'Laminded;(2)Lure, of 1/8' A Gen Wth.091? WB Wedeyer 5 6 B TIT Laminded LG.:IIT A EAlsabrr COP +711T Air Space +&IV Laminsad;O) Utn of IAC H Gone Wlh.091? 60 kabedayer. 5 7 10 7/0•LamlMslla.:IM TEdeaorC,-WIT Air Spas - WIT Lamirebd:(2) Luse d lra' H ON" WW.09m SG ldadeyar 6 7 11 71W Isminend La: &IW A EslaMr tbp+We Alr Space +&IT Landrea0. (2) Ulas of 1/8' H Ghss W1h .090' SO Idedayer 6 7 12 7Ar Lamiralad LO.:&18•TESUM1er Cop +&e•Air are. +&16'Lactmd;(2)Ues of 1/8• H Gleas Wih.0B0' SO lntadeYer 6 7 13 171WLaminded 1.0--I1W A EaUdor Cap +&1&Ali Space +711W Larrvmted; (2) Ut® of WIT A Gins Wt.w $O ldadsyar 7 7 11 7/9'la hated LG.:170'TExterior Cap+ SMT Airspace 4711V Lan"W; )Uses a/&1st' A Glass Wth.W SO IMMayar 7 7 15 7B'lamirand l.G,-WIT A EXledor Cap +lirV,Sp. +7116•Laminated: (2) Lear of WIT A due rate .W SG Idedayer 7 7 IB 71&IanVale l.(#:&16'TEaMdor Cap+1R•Alr6ycs+7/iB'IemLulsd:(2)lsw c/&18'ACJan W1e.CGP BG NIedeyar ) 7 Goup Anchor subwate Min. Edge Distance Min. Embadltlnit' A O10 SMSP.T. (sled, 1" S.S. m470 5.5.) Southern Ina ( - 116' 1 Steel, A3fi• &B• .050' Steel Stud, A653 Or. 3W 3'r O.Oe51• (10 On.) Aluminum, 6063.75• 31T 0.05V WIT steel UltraOn P.T. Southern Plna (50�0.65) 7110 1 eW C rete (min. 205 soil 1' 13r6- UngrOlXcd CMU, (ASTM C,90 2-1/C 1-t14' S /i12 SMS (steel, iBe S.S. ar 1 SS) P.T. SONnem Pita (SG .bS) wlw 1 0 Steel, A36• we' 0.050• Steel Stud, A653 Gr. 33•. 3fir 63461' (18 Ga.) Asanlnum, 6063-T5' aw 0.083' C I 1/4• steel UlBacon D 114• steel Cmle9n 1/4' steel AggneGalor iAa1. 9: ABLE i4 X VVV Group Antler Substrate Min. Edda Diane, Min. 6n1bedmenC E 2-112- X .13P COrnncid Nt9 P.T. Southern Piro (8G-.56) &8' 2.7110' 2-12' Polmahank RodnB NNI P.T. Soulham Plre (SG-.55) &8' 2-7/16' P.T. SodMm Pine (SG=.S5) 117 13r6' MO Tnoshead SMS Nurdruan 606345. WT 0.050' (steel, 108 S.S. Sled Stud, Or. 33' &S' 0.0451- (is Ga.) n410S.S.) Sled, &P 0.& F P.T.8aulhem Pire (SG=.65) ee( B'16' 13IS.S' •Mgr Alunimvn 0004Ts• &B' o.a83' TMeP S. Steil StuO.Or. 33' &8' 0,05W SUBS a 410 S.5.) steel. A38' &B' B.D5o' GLASS TYPES 5.7, 9.11,d 615 MAY NOT BE USED a THE HVHZABOw W. Frame 01Ass From Types Options CorlRyu Installation Options Bletmey has used (w Fig B) (we Table 1) (w FIB N I. .-.Into 2CWood F=dBueksblp •shed 3 option 1 Flen9a 5.16 Epuei{Ba, Odallpmdaw A Catleps Tlsough the hme don wiMee..........t .... Ida Corcrate'CMU• sbd 3. in2 ubugh IX Bucbtap Me C .rato(CMU-shed 3. com 3 ....hale Metal • shad 7, opum 4 ....halo 2X Wood Frand6ucksldp •dust 3 option 1 BorI Equal -Leg (44) 3•18 EquatAss, orlsuponlow Catbgo T)nmghtla taino deW....... .... late C.MV MU•slest3 optlan2 . -tryough IX Bucksblp has CmcmtalCA1U• shedA cOm3 ....hMMWI•ehaat 3, pPlm4 141mnel p17) S 8 E@W{sa, Through lM Integral So...... ..,.halo 2X W0ud Fm ouSuebMp• shed A options ....Into Metal - Ghost 4. o9lon7 Cohnis TKMu9htrefaae dlRfwfidw..... ....Sabo 2XWood FmndBuckeldp-sleet 4. option6 ,...Ma Metal -shad 4, option8 Integral Fin (y3) 5 s EEC Throughtle IdsBnil N...... ....M 2X Wood FrordBucksd0. p-shaet0Mioo5 ....Into Metal-shee14.00M7 oriewahCollege Tuogh the Same eltmYMaoY...... ....M 2XWood Fw&Buebdp-~4. option .... InUMetal -Shast4, Ions g W EpUAI-LfIE ORIEL COTTAGE MdedN Min. FY I W.F. Sheol Screw 82 se 12a kel 855cFR.! 1ree Ba kai rebl 41OScmr WW '11Db1 EHo m a� 57 b1 98 b1 Eke UltuaCaoll, 410SSFkoQetaFimiD 151 Ns1 127.4kai 177ks1 189.71al 69BSTS Abnheaa 16ksl 22 sal A3 38W 6e bi she Gr. 33 ShN Stull >7 kN ds bi Ir Ir� 'A'=ANktiAlED W-HEATSITEN EKED T w TEMPERED PVB• =.aW TROSIFOL® PYB SYKURARAYAMEMU INC. INT9G= nm'SENIRYGLAS® ERRSY KURARAV M AMERIDA.ICA ING PRODCCi REVISED , --- mcamptyiaBxllkte Flaide nalama cau� A[Rplap¢Na 1- ,� f Ook ��•t`�;�NucEil"eFN•!!�,'� ` ANCHORS RE -GROUPED. ray M' Gala Room P : JR - 06/06/17 V _ Lyem aY 1pro TEwNaLmm�uvE ��3'., ��, f�=; GGLL.ASS/ANCHORS/FRAME OPTIONS J ROSOWSKI OF3 msB ell) ETAL - •. TE 17a. ''• RORIDA: ` ?.' SS••••• •••-•�, "' N.VELOCF,FL3{275 pMtl•mirm DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 ooraportaIDly IItLrINrraRESEMVVtrew RATE. 11 ,ONALr11r1 sortt scale: SaNC 5raaaq No. Rw: B ALWDIMaLER.PE. DH-5560 NTS 20F14 MD-DH5560-01 CERT.OFAULILF2Babs PEJ sd05 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPT ON 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX INSTALLATION OIRECILv BJTO fANC!✓ETEICMU. BUCKsmpINTO CONCRETEICMU. OPTION EDGE DISTANCE SEE NOTE 2.THNS SNEET. EMBEDMENT ANCHOREOTHRQIGH FRAMEINTOUVIDOD EMBEDMENT 1/d'MAXSNIM 16 1/d'MAXSHUA FRAME ORBUCKSBI SEENOTE 2, THI35HEET. Q EMBEDMENT T f — L� 18 WSIBLE 17 UGNTWIDM• EDGE FLANGE FRAME �L EDGE DISTANCE DISTANCE BALAN SHOWN 1 qd TYPES BOTTOM MIGHT 12109, 015 aaii= AIL Lgil% C BUCK � f 1rII�i,WEEP INTERIOR YI� ® MH MD. WEEPHOLE 0 2.8r FRO EACHEND I—"' ••"" TYP.ANCHOR TYPE. SNIM EMEEDMENTAND TYP.ANCHORTYPE, EDGE _ EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE. SEE TABLE 2, SHEET2. BEETABm OPT. SASH TOP LIFT RAR END AND AT CENTER. FOR WINDOWS OVER 38' WOE: ADD ADDITIONAL SCREWS ®ls 3 FROM END. TESTED UNIT LDCATION: "V FROM SASH END. I= FLANGE FRAME NOTES: SHOWN 1)USE ONLY SUSSTMTE-APPROPRIATE ANCHORS LISTED M TABLE I, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. ANY NSTAJA= OPRONSHOWNMAY BE USED ON ANYSOE OFTHE WINDOW. 2)1MSONRYANC11ORS MAYBE USED INTO WOOD AS PER TABLE 2, BHEET2ALLW000 ETO LESS THAN D1R'D 1XIN TAIO II CONSDERED1XNSFMOMAI N5.1% W000 BUS INSTALLED DREMYT UNIT ISMST WOO SUCKS SUBSTRATE WOOD BUCKS OD AB 2%ARE 1-I?THICK ORR GREATER IX AND 2XBUCKS (0 FR USED) SHALL BE DESIGNED TOPROPERLYTRANSFERLOADSTO THE WOSUCK RESIGNGN ANDAND II W INSTST ALLATION IS THE. MECTYOFTHEENGINEER ORARC OR MCMITECT OF RECORD. 3) VISIBLE LIGHT WIDn1 OR HEIGHT OPENING) IS MEASURED FROMGNT BEADING TO BEADING. 114-MAX SHIM VISIBLE LIGHT FORMULAS WIDTH NOANCHORS aFIXE BUCK BUiCKWOTHC REQUIRED IN ®PURER LRE: BUCKWIDM-7-1R' FLANGE OR EQUAL -LEG HEIGHTXQUALlITE) FRAME SUB BUCKHEIGHTR-4 VARIES SASH — TYP.ANCHOR WIHSN TYPE. WEIGHT 84 EMBEDMENT 30 AND EDGE _ 31 DISTANCE PET ' EDGE SUBSTRATE. TOP DISTANCE SEETABLE 2, MET SASH VISIBLE =D �-{ LIGNT WOOL CIXIAL FRAME EXTERIOR ..- 87 12 BUCKWIDTH I SHOWN 10 HORIZONTAL SECTION A A 1/4' MAX SHIM * : No. 58705 FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL PE 010 OR 812 STEEL I/4'MAX. - SELFARLLUNG SHPA SEE— sm IDS). S11 TABLE 2. n1. SHEET2. IuI EQUAL IIjL—i IS LEGROX FRAMIE J� OVN C OOfER�IOR �e V INSTALLATION V OPTION PRUDUCTRBVISED ANCHORED THROUGH Mromplyin¢xlNRbc Florida _ FRAME INTO META. BwiG'n¢0"" Dft NO CHANGES THIS SHEET. Mo BY IF _ porn By: mLDGYDwe LAF NGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI FL312T5 � Trit DCC BBITomIT DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Mo.M."I Saibv/Yab! SmN 73 pv�P Na IM1v. -._. _-�,,.. DH-5560 . NTS 3 OF 14 MD-DH5560-01 B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHOREDTHROUGHFRAME ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT INT02x W000FRAMEOR ' INTOVWOODFRAMEOR i� EDGE DISTANCE ANCHORED THROUGH INIEGRPI EMBEDMENT BUG4(STWP.SEENOTE2,T111S BUCKSTRIP.SEENOTE RTHIS SHEEP. FIN O1T02X WOOD FRAME OR 1/4' MAXSHIMg�NT 1/4• MA%SHIM BUCK -STRIP. SEE NOTE 2,WIS EDGE DISTANCE O 16 SHEET, . TYP.ANCHORTYPE, VISIBLE 1CHANNEL EMBEDMENTAND EDGE 18 LMWWIDTH r 71 FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEETABLE2.SHEET2. BALANCE �Tr VARIES BOTTOM 0 EMBEDMENT `R AN(7H SHIM -0WI1H ^ e 1 WEIGHT 54 EMBED ENTANPE, DISTANCE q 3U —1jll. EMBEDMENTANDEDGE 31 DISTANSEETADE 3,SHEE5TRATE, L TOP tB cwuisOW) nEETz. D TYP. ANCHORTYPE, _I INTEGRALEMBFDMENTANDEOGE 85 FIN DISTANCE PER J-g1ANNEl �� LIGHT WIDTH BL TH �� MAINE SEETAE3.SHEET2. E. FRAME B 87 11 SHOWN (NAILSHOWN) 72 19 NOTES: SHOWN EXTERIOR tfiMau 20 OPT. SASH TOP BUCK WIDTH LIGHT LLFTRM. 1)USEONLY HORIZONTAL SECTION C-C "EIGHT SUBSTRATE -APPROPRIATE ANCHORS2. TED FOLLOW TABLESEMBED ENT 4B OF SEDGE FOLLOWEMIn.ANM 1/VMAX. DARE APPROVED MULLION, FBC COMPLIANTALUMINUMBTEEL FRAMING OR SIEELSTUD. 40 21 FOR ALL AND EDGE DISTANGEUMRS. ANY MY BE VERTICAL OR HORIZONTAL SEESDBSTRATE PROPERTIES TABLE&2835HEET2. O I YANOOW5:1 INSTALLATION OPTION SHOWN MAY SHIM EDDE 0 I ANLTIGRG BE USED ON ANY SIOE OF THE DISTANCE 18 3.SS FROM WINDOW. END AND AT 910 OR 012 STEEL �.1 L� 1/4- 45 48 47 CENTER. 2) MASONRY ANCHORS MAY BE SELF4IRIWNG I SHIM BUCK FOR USEDINTOWOODASPERTASLEY, SMS(WLSEE I I HEIGHT O WINDOWS SHEEf2.ALL WOODBUCKS LESS TABLES283, pL=� 50 16 OVER 36' THAN 1-1ll WARE TO BE SHEET 2. WIDE:ADD CONSIDEREDIXINSTALLATIONS. EXTERIOR 30 ADpR1ONAl 1XWOODBUCKSAREOPTIONALIF a SCREWS UNRIS INSTALLED DIRECRYTO VISIBLE ®1855' SUBSTRATE. WOOD BUCKS LIGHT' FROM ENO. OR GREATER. IX AND V BUCKS HEIGHT q q (WHEN USED) SMALL BE DESIGNED FIN ANDIOR - TOPROPERLY TRANSFERLOADS FLANGEgEMpVFD INIEWOR 18 TESTED UNR TOTHESTRUCNRE.W/OODBUCK - LOCATION:fLLB' DESIGNAND INSTALLATIONISTHE IN-F7ElD 0 _ NOTCHEWEEP 64 SAT 63 FROM SASH END. RESPONSIBILTTYOPTHEENGINEER INTEGRALRN LDS EACH ENO 31 O ORAR(DHRECTOFRECORD. FRAMESHOWN 3rxlT 7 30 3) VISIBLE UGNT'MDTH OR HEIGHT INSTALLATIONae EXTERIOR INSTALLATION�o WEEPHOLE 38 (ALSO REFERRED TORS pAYLM,M OPTION OPTIONS PRODUL-TREVISED WIGOVER49 TYP ANCHOR TYPE EMBEDMENTAND OPENING)19 MEASURED FROM ANCHORED THROUGH ANCHOREDTHROUGHFRANEINTO u>ewnplyin3�dW UK Fiwide BEADINGTOBEADING. O teiAB Code 2BTFROM EDGEa.SHGCEPER SUWsmo E,SEE INTEGRAL FW WTOMETAL METAL (INTEGRAL FINFIANGE REMOVED) Arspum No/ O D %�• EACH MD. TABLE 3,SHEET 2. (SCREWSNOWN) Rn4ivc pimm Owe / o° 'NY LYNN ''o INIEGRALFIN �SHi MAX�`.�`?�.• '�i '., _ NO CHANGES THIS SHEET. By FRAME SHOWN c ❑ JGENSp''; IAeml VISIBLE LIGHT FORMULAS ' .,p s WIDTH * : N.. 58705 NOANCHORSREWIREDW FRAMESILL IFANCHORING ®SASH:BUCKW'IDTH-I)_•O;� _ DaewWEAr THROUGHTHE FPANIE. — 0 49 FUfE0 LIiE: BUCKMAOTH-T-17 ;p : 6 �•�,: �; 1DIDTEUDroLDGy DR1WE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI EDGE DISTANCE O A�'•44- HVLNICE. FL 312/& INSTALLATION OPTIONS HEIGHT(EOIIALH.rtE1 '1`-' AtGalDl!,.%2A, IL VEN .FIL DBw °of' ANCHOREDTHROUGH BUCKHEIGHTU-4J/0' '-Fs-''••--.... c2� �` DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 INTEGRALFIN INTO %WTNNI vi EMBEDMENT -- FRPMEORBUCK-STN�.SEE A.Ly AL1 `E11```� o�,®Hc Sww/Modw: swro: sne.1: aa.ay Na Rw: NOTE2.IHISSHEET. VERTICAL SECTION D-D aLYPIL,l llEFLPE. DH-5560 NTS 4 OF 14 MD-DH5560-01 B P.E94BI04 CEITT.OFAUTll R92Be +{ WNOM �{ 718'NOM T18'NOM Imo-- +{ TIB'NOM 5/16'A/APVB 5/10"A/APVB 5/16 A/APVB 5118 A/A PVB 5/16 H/H SG 7H6"AIRSPACE 7/16" AIR SPACE 3/8'AIRSPACE 3/8'AIRSPACE 7116"AIRSPACE 1/9' A GLASS 1/8' T GLASS 3/16' A GLASS 3116" T GLASS 1/S" A GLASS aE FUOR Gj E%TERIOit aE RIOR aE RIOR , aEKTERIOR n are o->a - ]are rare GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �•{ 7I3'N7R"NOM. rIH•NON. 6118-HIHSG I I 5/16"H/HSG I I 6/18'HM SG— 7/16'A/A SG 7/16'A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/18' AIR SPACE 118" T GLASS 3/18' A GLASS 3/16' T GLASS 118' A GLASS 1/8' T GLASS a EIGERIOR aEXTE(iWR aEKTERIOR - aEK MOR aE%TEROR ]&]B 7&70 ]6]B •]&Te &]B GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 r/3'NOM I� Vk 7/10•A/ASG I 7/16"A/A SG I kr,__�76 !'NOM.GLASS GLASSTYPES THROUGH 1/4"AIRSPACE 114"AIRSPACE 76-78TETYP. 14MAY 1LOTBEUSED 3116'AGLASS 3/16'TGLASS W]TH J{WWr�IOR 72 ' INTEGRAL FIN FRAMES aEMERIOR aFMERK)0. 37 'OLPSSTYNOTMUS 11,N ]o-m i618 THEN NOTE W. IN IXIEWOR � THE HYHZ ABOVE 3D. MUDNCTREVISED a GLASS TYPE 15 GLASS TYPE 16 S.ni wu:F o w. 36 30 A�aPLmmNo ID LYNArr,, RMalar: ExplwmnONe ........,_ _ � NO CHANGES THIS SHEET. ar I_u� ��2�": 1JGENgF'•�/. Prodoel No. 58705 • •• , GLAMNG NOTES: * : ' •: * p eAPe :EALED MN TYP. GLAZING DETAIL •r1•HEATSTRENGTHENED C( 7' l07UTEOHNOLOGYoRNE GLAZING DETAILS J ROSOWSKI T=TEMPERED - }1 N.VEaMR.MRi YVB'=.OW TRO.RIFOL® PVB BY KURARAY AMMCA INC. l •1`••• TEO I TO` (INt)il IM T'b1' Sp'=.M' SENTRYGILt DITIRAYER BY KURARAY AMERICA,INC. FS '•...... ,:'G�C�;� DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 FORL NATEDGLAZMGCOMPONEM3, SEETABLE I,SHEEf2. ']S/ANAL ,� � o srto/Maaer. sceN: swe o,exm Ho. R..: A L01B1 YILY't�, P. DH-5560 NTS 50F 14 MD-DH5560-01 B PEOMI'm CIM.OFAURT.RB3B0 ,�'yWc a®types Design Pla ., lbse asrypx Dnlan vreuule. lose STRU=RAL /4'NOM. 44Tas 4410.e JLYISOSUTYLENE +50.0140.0 +fi5.01.70.0 WITH DESICCANT R.mr .,, W Iblmmtemnnt EXT. GLASS KODISPACE WM: RI Fm.ra AuM.hm pm T.Hna IN.I: Rt F..RH &.nM WaFrLdee 4SG TPS SEETABLE 8. SHEETB FOR SEE TABLE R. SHEE79 FOR ANCHOR GROUP AND QUANTITY. ANCHORGROUPANDOUANTRY. INT.GLASS 11 1 ?�I p I r11 STRUMRAL SUCONE FOAM WITH DESICCANT SUPER SPACER11NXT - DURASEALO Exr.Gvuas re SPACER INT. GLASS PCLYISP DESICOANTFILLAREA BUTYLHNE SAW NOM. SEAL SILICONE SEAL ROLL-FORMm STAINLESS STE XL EDGE'" re Exr. GLAss SPACER INT. GLASS Pant Description Material 76 KommedinS 48G TIPS Spacer System T7 Quarw Super Spacer nXr with Hot Melt Butyl Smthls Sheet ls 78 Ouanex Duraseal Spacer Matedais 78 Cardinal xi Edge Spacer TREPORTS: LAT17,8988 &B9TR HEADER TOP SASH HEIGHT MEETNG RNL 26 P JMS 23 24 O e BOTTOM 23 a SASH- HEIGHT 23 siu V .SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN RGURES ABOVEAPPLYTOALLFRA WPES& CONROURAIHONS) TOP SASH HEIONT NOTES: 25 0 MEETmO RAIL 1J USE TNESE TABLESFORALL YNiDON51N5TALLID THR W GN Q THE FRAL¢OR INIEGRP1 Fa. 2J FRAME IONSAREBUCK N1A9 0 23HRGHIHf IS IS 9PS PERTNE T I 25 FIGUIGU RE. e BOTTOM a SASH WN3)FONSRESNOTSHO.ROUND 23 HEIGHT UP TOI 23 RHEIGHTDWNSI SHOWN TABLE. SILL V SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN RGURES ABOVE APPLYTO ALL ITRAMETYPES & CONRGURAnoNs) PROnULTREvam Swum Wfj RmWare Ex Dac NO CHANGES THIS SHEET. B, * No. 58705 * _ u ® Pi: ECENOFIZZU915 moo oevtxavE SPACERS & DESIGN PRESSURE TABLES J ROSOWSKI N. pOT •.. `S`A7Eok�T. 44�� �DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 PV�!MSys•Sl..cRN: J�DH-5560 NTS 6 OF 14 MD-DH5560-01 B 4iy�u' m°°'"nwll vYae Pblu engn Rawlv[RYII( [aW® nne •ma�m .me nW➢ euurm[arp laen.ldme .nP Alm .mp -1 .ma .tba m ePmem umr-n.ev •mo mm •m.v -nno .fm -npa emmavYn•e ns-uale •ma mm •me .um .mA ama fm •mo .um .mo n .m➢ nmv eumecma amlr-safe .mo -nno •mo nmo -IIm n.m EAN uvu-mvn .man .mn .nm .mA n amYV PRm. vannaple .ron •nao •Ro mon .mv -vea YR\w us-u.ele .ma -Iwo .no a1m •mo -von t.we aen.naR . .xiv -+mn nWn auwew man-nmv •mA Alm .mv -IIm •mn mva pum.aaeo men-Eev .me nma .mo -uoo •mo nmo 4 [pYaY Aw11.II[Y • n0.n •RP -Inn •mp .Iwn m[Cw[I?Y[ 1[aV-moV •Aa nRv •Ae -1Ra •mn .IIOA bYn[w Ilali.ltgf •Ad Awn •Re -IwD •AD -11m aavY1 IISm-\IdY •AA -flan •mp -Ilm •m0. n10.v Anl •ne Alm •ne -Ilm •aW Alas nWrn WwY Ad11•mdln •me -nm •1na Alm •Aa ntm [A.vu men.mm me nnv •Rv .112 r sNma vRr 1[w-meu .mo .IIm •mn Alm .mp nma .ron -uen . A eWn[P .Ino .Ae .ne eMYI uaY-une •TW .tno .mn 4 -Ina .RP .11a0 son-xrw •mn -+mo .ron .Iwo •Rn .IIm g eVwgfewi• ndn.nale .AA amP .ma .IRO .mn .Ilm m4aw Wall -nee •Tw . •Rn .Ilm •A➢ -Ilm [gent Oldll-belle •A➢ n. mo •AA -Ilm •Aa -IfOA IrAEf suuurau. i>ale-Wen •mn .um nm -Imo .im -wa mbaw Nd11-Imfe •nw nmv • -Ilm •Re -\I. aseew Hen-neu .mn -vno •Mma Alm •mv mon mlw us -Axe nno .mA am •xiv .Hoe BVdNEVnp Wd1I-n]w •Rv •I10.0 •mD -IIPO •Re -Ilm oxwml men-wam .me -nnv .mn -um .xio -nno ewr men -sew •m➢ a+m .mD .nm •mo .nm vwwaw man-aeR .mn -Ino .Ra .IIm •mD .Ilpa m euawem aan•mne •rm nmo .mv -Iwa •fm .nm mn.w. ams-agile •Ro nno •rm alm •ma .nm mmew +eau-n.mv .rm -nao .ma .uno •mo .ae mbaL Imfe •RO -IRo •AD -IfaO • .Ilm ImR.lmle •RO -Im0 •ron nR0 •Aa -1100 rma wen-Ys .rov .Ims .ma alm •Ro .nm epru. vealvEele .xiv n An nlov .Ra .1 ➢wa me war-mle .mo -Ima .rm a+m .fm -npa mWeaw ama-weu .Ro .+Im .m➢ n+m .fm Awn m Nnu[w. nobr-vu .mo -Ims .n .nm .ma ama em,Eam.r mnf-agile .fm -nm .mo alm .ma .nm mwna• aml.men .mv Alm .mo a+m •mA ann a[�6w WeR-meR •ma -Itm •mP mnI •Aa -nm sewn tls •mo .IIm .ma mm .ma .IIm aewv&N wai-al ie •Ra -Ile •Re -Ile •Aa Ann w nun -Agin .mn nmo •rm alva •mp ale euWwPmlw le •ma -nnv nno am➢ •ma .nao MIN. BOTTOM GASH HEItlR� WRJDOW BUCKHEIGHT-�fle81 NOTES: 1)USETNESET0kBUES FORWINDOW INSTA EDTHROUWTHEFRAME. Z FRAME DIMENSIONS ARE BUCK SASH HEIGHTISAG PERTHE FIGURE. B) FOR SIZESNOTSHOWN, ROUND UPTOTHENEXTAVMI BLEWIDTH0 HEIGHT DIMENSION SHOWNON THETABUI Van u _ IYeg4nxya. yam, HPiIDBka tea^ FAtlDutpn RauWn QaYR� e.nlwA bwm V m x tl Y b ua Famx ns •ma nIm •mpNlma •am -\wo •rm Alm • ntln .rm�nm •ma .+ cm.uvmaYr Han-Imre • n .ron mm .fm .Imo .mp Alm .mv -Ifno +fm Awn .mo -1n.v .mn .Iwn m LyNY +mn-w+e •Rn .nm .mp -t+pa .mp nlnp .ma .110.p .mp -nap .An mop •Rp -lap •mp emewver -nme non n •me -Imo . nma .rav nro.o .mo -uno .no -Iwo .mn mm . n 4. nwA Trw ann-aam •ma nmo •mv -nm .mo .Iwn .>m nwa .xio nfm .rm .1. •mA -nm .Ro 4. n.rvne.w men-anu .mn .Imo • awn •mn nm .An mm •mo .mo .Iwo •ma -1 .mn a Hare Ep4w ➢ .upa •mp -Ilpa .1..+me nm •Imo .mo -lino •AA Alm .TW alm .me eu+m Anew .......... umr-leafs .. nm .Ifno •ma moD .fpa -Han nno -uno .me -nno .mo .um .Rome •ma -11. a1m +lavnuw . m .mp mm •mA -+ap .mp nlPp •mp •ma •mp am➢ •Re •no➢ lyll ann-aam .m➢ .nm .mp -nm .mn .+Rp .mp uwe .R➢ .flm lw .mo .Ino Ima nma .np mNaew men-aaa .mn -uno .Ra a+m •am -fnv .mA -0mv •Ap -um •AD -um 4m .n p I t eYmapm.w aan•mv .mn .nno .m➢ -upA nm nao .rm nma rmo -nno •ron mm .mv Tnit mm •ma awe u eaWeu men-aea •mn nmo •mv am.o .ma ama •mp -Imo .mo -uno .mo .um •mn .uno .Ro moA evwmfRr vYa-ma+e .mn -no. m .non .mn nne .Rn nmo •m.p .nm wn Alm .mp -IwA •no aloa evaw 1m1r.1Wn . •All -1 •mA Ann • •ma -Ilm •RO .\mn • -11ap •Ap -In➢ plplul IIZm•11 oa •mA Alan •A➢ Arno •AA -twe •Aa Amp .m➢ - •Rp -11m •Aa -Ilm .Rp ilm }YW aetl-ANf ♦ •fo➢ J .mA -I •An .1 •AD Alm1.. 41..Aa -ifm eV VbMy aefl-Fete •)pA •AD •np •110.n •mo -Imo .Ap -11np •AA -Hm •fan nfm .Rp n1pA cwuY mm1-aea 1. 41m •me a .mo .1 nm .Ro -Iron Y evYnP.r umv-mav .mn .um •mn nlno •Ro Awe .ron nmo .mv mao .n➢ nmo •mn Alm •mn nmv Ymom .-Imu am nfno . 41.11 10 •mA -une .mo .mo -um . .mo n raO •m.p U. .1• Va-Ilea .A➢ amp .An nfv.a nnp -Imp •tt. .Imp .ma nlnp •mp -nm . .np Alas t: rr+ mn-x1W .non n1o.p .Ro a1m .mo -um .mo nao • nlno •mo -unn •ma7t. S oe.wumna aan.mv .mn v .am alm •Aa nfm om -Ima •mn -um .an .um •ma afm .mn -Imo awww. xWr-nne .me -Iwo .mv mm .mn -nm .mn -Imo •mo -I!..rm Alm .mo -von .xis aloa pgWY anll-man .ma -lap •Rp ntp➢ •lm -flae •m➢ -Ilm •mo .nnp •Ra .ItnA •An -IIm •A➢ -11n➢ 4am t eameeNUM Imfe-aem .Rp alop •Rn .Ima .m➢ nme •mp -Imp . -I8p H4a .mA aen.fema .mn .nno .no am .mn -une .m➢ .Iwo .na.1 It. .ma .1. 1 .mo .-Ilm um .mv .v. $4 aamaw IIdII.NaI[ • .11pn .Ap -IM13 •rm •Aa -IAp .Ao -\Im .AD a+m •Ra nnp .Aa -Ilp➢ anlmmo ••nRpn AIt..mmapR-um mp .nm .An ap.o nanwRWbIXY14} xvaa1a1..8l\aAa1 •nRpD➢ 411.nIlnp m -Ilm 1. -I •mn -Ifm •1pA -IW. •Ap nW aWaem AA11-Ydb • m •Ap -Ilm .RO -Ilne •mn -Ilm .me -It.. .nia .ImA •A Wd •Ap 1 MSt [n[In• aen.mR • Im •xio -nm •ma ma •mn -nao .ma nfno •mp awn •mn nma •mv -min ONnew mn.aan .AO Alm .mn Alm .TIn nme .mn .nm .mA M. .FW .Ilm •An nma .np .11IIa v Nma EYr. nou[nnn. aen-xen .roe .nao .no -um .mn .nm .mv nmv •mo .\ nao . nm •mp nme Han-uen •rm nnp .man o .ma -IWa tlaA ama •ma wa •mv •mp m •mo we OYTeaa Ima-aMe .ma a1..Wn 41..mv Amp .W -1. •mD nEa .ma F -Imp .mp w! •mp JIa amaew lun.ume .ron Alm .mn -Imo .mo -me .ma m .mom •mn au .mn mn .no m emp.1 Ima-Nna .Ra -Ilm .Ap -1WA •Ad wa •Rn m .Im ml .Aa al •AD «p .Ap ma Tmn aen-.ts .m➢ ama .aaA Alm .mn ae mo ma .mo Am .fm m •mn ap .no mo [MNv Fan-nme •m➢ nlap .IYD 41...m➢ -IWe .m➢ nW.e •mp nwa .mp .IWo .ma Yn •mp w.> eaaem xen-mn •rm .1 n .non -Ims .mo aWn .mp Hal .mn .IWI .no ma .mp me gwew man-euN .mn ulm .na mm •mv av •Ro as .mp a1 •mo wa .Rom .ne m n [aw[w eaY.arvw[ mn-mau aen-Eeu .Ion •mn .flap Alan .Ap .n .nm It. .ma .mA -um -m .AD .mn -IYa am .An .ma -1Wa ml .Ap .mo ma w.r •mn •mn ar as . p .no mn m.r mlwnm >an.mne .AD .um .ne mpn .ma wa .mp me .mp m\ .Rp mn .roe m[ .mo ml mmeL Nnle-mle mn -nao •np n8p •An •Le .am m .mp m.I •Re aI .mp W •Ro mp EON Ym ..m➢ amp .mp -nno .mA a[ •Aa •10 nnp m .mn ma •mo V •Ro mo mmwa aan.als .mn .Iron •Rn .Ina .ma -wu1•mo m mn al •mv «r .ma ml .md me otlwew .men-weu .mn nmo .ne nne .ma w.e .mo me •mo al •xio ml .Ro m w.r as awmA Axw -mne .mn -nao .ne nWa •mo ul.e .mn ae .mo mI .mA m\ .mo mo •no as "MIN. BOTTOM GAGH HEIG - WINDOW BUCK W14UIT�-a& * 1 ft. 50705 *_ r` 10TOTEOINOIOGY DRIVE U� N. VENILE, FLSt]/B (B11yK�1E00 • �vrvmn wre[vlllAw aulewlnl®Dmm & GLASS TYPES.9-16 (REINFORCEMENTS EHOWN W F ..ET ESOtBY.ALL CONFIGURATIONS AP%JOABUE.j GIASS TW ESBTHROUGH GB S NOT BE USED WITHdCH aOR �INTEGRAU FIN FPAME9 PRDDUCFREVISFD BWldh, yivg wish lEe Fbka - Bwidn.8 Code Aneeplmpe Na 1 - :)p10.(p NO CHANGES THIS SHEET. Ry M:._. IeeLIIaINII: DIO['n BYp %NCHOR QUANTITY TABLE J ROSOWSKI Bln OVR IOUBLE HUNG WINDOW INSTALLATION - LM 05N5/15 -WA&elm DAMP mc, Rea DH-5560 I NTS 7OF14 1 MD-DH5560-01 B NOTES. 1) USE THE ABOVEAMCHOROUANNRESREOUIRFD.......' TABLE FOR ANCHORSINSTA EDTHROUGHTHEFRAME. 2)USE THEASOVE FIAILANCHORO.C.SPACWO...... TABLE FOR ANCHORS INSTA DTHROUGHTHE INTEGRFLFIN. 3) FRAME DIMENSIONS ARE BUCK. TAR=MEETING RAIL I �) FOR 512E5 NOT SHOWN. RWND UP M THE NEKTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE 5) REFER TO TABLES 2 S 3. BHEET2 FORANCHOR GROUP DESCRIPTIONS n * i No. 53705 NO CHANGES THIS SHEET Mu.ArclwnaPWq auPe ooPr M`I�IrVaIFH•HenTtbn ar e PRODUCE REVI3FD m amPlyie3.iENefluid� Brulday Cak Araptmva NPl • .)Q E} iratim DNe By dr.�mr vmm lM7EClwaoarDRVE ANCHOR QUANTITY TABLE IJROSOWSKI N. VEISCE FL3t225 iMc — DOUBLE HUNG WINDOW INSTALLATION- LM 05N5N5 P.E. I =DH-5560 I NTS 1 8 OF 14 oov000voov0000000v000vv000vvov0000"UUuU 000voovvoovvov0000000vvoov000000000vvvv000vv000vvoovv000vvvo oDo 00000000000voovoov00000000000000000000000000000000v000voov 000000UNGRUN000000voov0000000000000000000000v00000000000000 onoo0000000 O00000000000 nun mu Banana vnoun guouuuuuuuuuuuuuuuuuDauuauuuuuuuuuuuuuunuDauuuu nun0000000000000o000000o00UmuUUUuUUmU oov000vovovvv000000unuuuu000000000vovov00000vv Mangano oovov0000000000vvv0000vvovovvvovvoova000vv000 0 UUEIon0000u0000un0000©000nu000nooBUD" ovovvoovvovvovvovvovv O©oD000DooD000000©000 0000v000v000000000000 v000000v000000000MINKRU U 0000000000v000000UUUUUuuUuUUU000000000 D000DoO©0000000UUU Dun 000000000000000o0000000vovvovv000vvv 00000v000000000000000000000000000 UUuUUuuUuUURUUUUUUUUUU00000000000 anno000oun anon 000000000000000v00000000vvo oov00000000000000000000000 ovoovovvvoovovvovvvvv 000O0000DO000D0000000 ovvvvovvoovv000vvvovv 0000©O00000000©000000 0000voovv0000000UURHN 0U13 0000000000000000000 UUUUUUUUuuUuuUUuUU U"ov000v000000U 00o0000000 i�p�vvoovoovvovvovvovvovv ©m�0000000o0000000000000000000000on ®®�00000000000Ban O Hocr��ovov0000vvovoovoovvovv000000vvoonovvvovoovvv0000vvvvonvovoovvov -a�Una m�ovvovoovvovo p�000D0000000000000000000000n000000vov00000voD0000UDB13U ��ov0000000000000000UUUUUU0000v0000000v000000000000000Ununuu00o00 p�0vovvovvDDIOOOODn©©oo©vvovvovvvvvovvvvvvvvvvvovvovvvvvvvvvvvvvvv m000000000000000000000000000000UNBORa000©uu©uououoououuuuouuouuuu m m�ova0000000000000000v000000u0000vovvvovoovovvovv00000000v00000vo �a ��vovvvvvvovvvvvvvvvvoovvovvvvovvvovvvoovvvvvvvvvvvvvvvvvvvvvvvvo m�0000000000000000000000000vooU v�voovvoovvvv0000000vovov00000vovvovvvovvovvv000000vvvv00000vvvv13 v�000000000000v000v0000000000v000000000uUUUU m�vv000vov000vovvovov000voovvv0000000vvvovvvvv0000vvovvoovvvv0000 �wv0000000v00000000000vvoovoovvvoovvv0000v0000000vvoovvvoovvvvoo, am m o movvovoov000voovv0000000v000voovvo mc i p�0000voovoovvoovvvovvoov00000000vvovv000000vovovovvvovvovvvov000 v�v0000v0000000v000vv00000000000000vovoovvovv0000v000v00000000000 ®�00000000v000vvvvovoov000000v0000000000000v0000000vv0000000vvvoo �ovoov000vvvvvovoovvovvvoov0000voov000vvvvv0000vovvoovv000vvvovo �ov00000000000000v0000000000 �000000000000000000v000000000000v0000000vvvov000000000000000v000 �ovovvovvvvvv©vvvvvovvvvvuvvvvoovvvvvvvovvvvvoovovvvvovvvvvvvvvo f�000000ODoO00000voo00000v000000000000vv0000000vvovvvvvovvvovvvvv �0000000000000v0000no000000000v0000v0000000000000v00000000v00000 �000v000v000000vou00000v00000000000000000v00000000v00000vvvovovv, �0000000v00000000v000n �000000000000000000o �oonouu00000�000©Un aMMU-0Mu Poona 000000v000v00000000000000v000000 ovonoovvvoov000voovvoov0000vvv00000vvvvovvovovv0000000vv000vvoo 000000vovov00000vvoRi000000 vvovvovvvvvvvvvvvvvvvvvvovovvvvvvvvvuvvvvvvvovvvvvvovvvvvvvvvvv 00000000000000000000vv0000000vUUIIAU v000000vvoovoov0000v0000000000v0000000000000000000v0000000vv000 000000000v000000no0Ran ov000000v oovoovoov000v000v000v0000000v0000v000v000v0000000000000000Donau noun nun 0000000uuuuuu0000v0000000v000000000000000000000u0000000vv0000vo o"o N00000 0000voovoovvvvvoovovoovoovoovoovovvvvvvovvvovovnoovov000voovovv oo©DoUoDo o©00000© ..... .... ...... NOTES: 1) USE THE ABOVE -ANCHOR QUANNTIES REQUIRED........_' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE ABOVE' ANCHOR O.C.SPACING__._.' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL MN. 3) FRAME DIMENSIONS ARE BUOK.'NP1tMEETBIGf L 4) FORSIZES NOT SHOWN. ROUND UPTOTHENE AVAILABLEWIDTHORHEIGHTDIMENSIONSHOWNONTHETABLE. 5)R MTOTABIE82&3.SHEET2FORANCHORGROUPDESCRIPTIONS. * No. 50705 NO CHANGES THIS SHEET 1WBTEGHNOLOOY DRNE ANCHOR QUANTITY TABLE NVETLCE.RS42T5_. Ia.Alwos.sP�wNr ""' 6mPF TtgnKH'NMF.San � PRODUCT REVISED TMc J& By M' Datle HUNG WINDOW INSTALLATION -LM 05/15/15 N SZ 560 TS. 9 OF 14 � MD DH5560-01 I B 3Yy T SRN FRAME K":Ey 1 T OFLANGE FRAME HEAD 3.5W I �• 7 1 O FW FRAME 1.3T5' 3 HEAD 3.4 —� 3u4• I OEOOALIEO FRAME SILL 3.SL 'mM. IAA 1 b1l0� L OA EWALLEGFRMAE 'wr HEAD r 3.900- 3 ow 1ABP =3 1 OJCHPNNEL -'r f0 FIA FRAME JAMB JAN Ll a4ad• —�-I g, n� 3.,44• 3.46 my U FLANGE T OB FRAME SILL - aso5- a95P +J� .Ob'Y FINFRAME EWALLEOFRAME 11 JAMB 13 JAMB JJ . A`1\J2�,/5•-�I�5�19. 1.3ffi 1 2AW 2.flIP r�1.4TY'�� r 1.585' _ ATf• 0 0' I.} N---TTT---r 395' .050•� .. 1MN' F— LOOP �+ •03S OTO' —E UFT 19 KEE�HRAIL 18 SASHRM. 1T CO�VEryM. 19 SCREWCOVER ,R RJIE OCK OO MIMERLOCK COVER 21 INTERLOCK If OO 1 RME LOCKCOVER .01P I B94' ri175- FBODOCTREVISM o.T9C' �� [amPtY�BwiN W9FIaMe .0 Bdldm3 Code 19.063D.1� Q E olwo OO EKDt„DED SCREEN FRAME 14 TOP SASH POLL \�ONUGEHgF �., NO CHANGES THIS SHEET. DT `l Mlmt 1.185' ,.tOP L�-�,J _ *' No.5B705 ., * = nT- D.Wp�, T1E, ,T,S6WW EXTRUSIONS J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION-.LM 05/15/15 UGHTMK $FRCSASH HD �m NRC•r_,�.._.._.._S-k%A Q wC NOMMkPeDH-5560 rNTS 12 OF 14 'MD-DaH55E R.r I B Bill of Material N PaA# Descdptbn Material 1 name C 2 020114 FWS Heat -Flange PVC . 3 'a 115 Frane Head - Fin PVC 4 62M16 Frame Head -Equal Box PVC 5 E2MD5 Fr SBl-J4hBnnd PVC fi 620105 Franc Sill -Flange PVC 7 62M07 Rene Sill - Fin PVC 8 620108 . Franc Sill-E tAgnBm _ PVC 9 620109 Flans Jamo-JUannal PVC 10 62011D FransJMD-Flange PVC 11 62M71 Frame JamO-Fin PVC t2 620112 Freree Jamb -Equal LeWEla PVC 14 620171 Top Sash Pull (opt.) PVC 15 62D140 Keeper Rail PVC 16 62DI29 S®h Rail (Sk .Top 8 BOaan) PVC 17 6=134 Balance Corer PVC 18 620133 Satin Sto(YScawr r PVC i9 620156 Wt Rml lmedak s005 T5AI 20 620144 LI0 Rag mtedook Ca PVC 21 620157 Beeled inWmk - - - ti005 loA 22 820145 Bereledlnlerlwk Corer PVC 23 820150 LgMSaah Relnl=Merd 6D63 TO AI 24, 620151 SlaxladS nmmnbcemem fiMT5M 25 OM152 HD SMh PA*l en Wd 60fi376A1 30 SIB44 W®thealdp, .167'x.Z7P Fm Rle 31 603Do Weatlmtdp:.19V x .30P Foam BNh 32 61719 WealhMtdp,.187' X.220' PdyPile 33 fi7B25 Wemhaata mtg..=*Flnseal 35 78X1MM N8 x 1' PhL PH Ml 5 (adedOW MOlxxlrg Selvw) ss 38 7=10 - Weev Hde Corer PVC 39 785 2M Tlittotoh! mbmemelt Clip PVC 40 7207J000L COmtan Fome Balance 41 7B)CWPPAX N8 x V4' Ph. FH SMS (Con. Fame Bf SS 42 Spiral Balance 43 72M05 SDtal BalBnoe Sipe Nylon 44 78X714FPAX mS x 1-V4' PR FH SMS S rel BamrlSS SOMEP�OnONS NOTSHOWN ON OMW W 0 FOR WR". FP SSHOWN, PR # 1, 539. ORIERFRWETVPESAPPLY. AM WINDOWANO DOOR PROFILES, LTD.TO BE IA MM FORMMA.FJORUDER CODE N7CENENTTYPES. SEE DEf ONSHEETS 887. 2629. M, 36.37.E 7/,73464ARE NOT USEDANDARE NOTPARTOFTHISAPPROVA NO CHANGES THIS SHEET. MATERIAL A (BOM) 166UBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 13 OF 14 1 MD-DH5560-01 I B PRODUC "Vises „��L+yl�re..lar uyFlakm E,plmtim Des '202> 4�1f IT TABLE tY, CCNT.: 61 OPT. PULL HANDLE _ Yff.SteelY LOCK 1& - � tfi '/f 107a TECHNOLOGY DRIVE N. VENICE. FL 34V5 ("lHeo-lem n i wvruaRomlT MITERED FPAA� WITH ereO�eaO� INTEWOR ANO pRERIOR uiRxansxesrxvm ATTACHES 53 \FRAME WEIRS DERT.OFAl1TH. R18290 TO BALWCE OPT.SWEEPLOCK - -) 1& 48 i-twt OPf. AUTO LOCK i{/ 47 &7 OR W 48 48 51 OR 52 15 46 TOP SASH ASSEMBLY I I o DETAILS FxrvaoR OPt.. ATTACHES `�.. I eff v21 OPT. LIFTRAIL TO BALANCE `� BEVELED o INTERLOCK& WTERLOCK COVER &COVER 20 1s . oo nx4 16 o ra ATTACHES \, 19 TO BldANCE 4 OO SO 61 69 �\ B KP DLEPULL � � HANDLE RMfbn - `.ttaONYLYNN��.� St . NO CHANGES THIS SHEET. ` iGEReB !� 16 *: No. 58705 . • * PRODULTRCVISFD Br• o: mmdyma.lmm.F•blm BOTTOM SASH BILL MATERIAL B (BOM) J ROSOWSKI - p `;�6 22 D , ar� ®m°y 1 - 0.10 ASSEMBLY %O •. SATE Ras ,� .• 4a. ?A20 DETAILS F .�40RIOP:' `2``� EXTERIOR DOUBLE HUNG WINDOW INSTALLATION-LM 05H5/15 ',sSyO ENG. 1 ATTACHES S4Ke Slrev: V-WV Ns Rer. .2j, INAL 11� To BALarH:E S D 5560 NTS 140E 14 MD-DH5560-01 B ALYWY Ii PE PESUP05 BIII &/ Wterlal, welt R PeRY Oesctlptkn material 87 No am C 48 '72018889 9xeeP Lack- Cast 2lrw 47 i201B6&6 AVID Lack Cov6rAesemNy Cast 2lnc 48 76Xi780PTX R8 z i-7/8' PR FH SOS (ANaSNeep Lank ScrRyq SS 49 720200 Auto and Sweep Leek Keeper Cast 2lrlc 50 78X6MPTX p0 x 3rd• PH. PH S0.9 (Keeper SS 57 4201B117R Beleletl TR fetch Carver Key 'PVC 52 d201 B2IM Pu