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HomeMy WebLinkAboutNOAMTQUIN= SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 1' (786) 3l5.2590 F (786) 3I5.2599 rvww. min m i dad e. sov/econn my This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade unty, Florida, and followed by the expiration date may be displayed in advertising literature. If iNOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA s ove tose y the manufacturer or its distributors and shall be available for inspection at the job site tt t r uoest 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 & E4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge NL Plasencia, P.E. MIAMI•DADECOUNIY N.' -042 M. Expiration Date: April14,2021 Approval Date: September 28, 2017 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNDTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 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 report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No: FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16)�_ orge M. Plasencia, P.E. Prod 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 diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19110, 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. Causo, P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 151210.01) --7 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 Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOANo. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6t" Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P,E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, 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. Pi 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 PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-113% 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 REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE, 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT, 6) REFERENCES INOAS): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NON VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST RFPORTSI' FTL6337, 6338, 88466649, $652 & 8717; EXOVA-10-002-792(A) & IM06-10231; CAMBR IDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTEDTO COMPLY WITH THE REQUIREMENTS OFTHE FBC, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN &TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. S) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 5701,2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMEMS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-12' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: Gleup Mebr Suh,uab Fome Mombn Mi. Edg. 41mm. Mi.. O.b.4m.m A 012,NWSMS(G5)N 410 B.S. am$ Ir,jn. 11 NnedsN,) P.T. s.wwm (SG•0.65) 1. P mk M16' 1J/e' Nm..G054T5• .12S mh 1Nd.j Hm SYU.hmb 31V lir Pm Yr 1N• 61e.L MW .060'Mn. Nkknmfi N.Wsdah wr O.OaP Pb..k Y6' 0.060' 61ae161uJ,A65]Gr. b• .MI•MalHdma INeN911VAub ](9- ..all-t1ae. PJwek YG' 0.0I1• 14 114'EL. ull.w RT, sn pm. 5G-0.5 ,UnO 1' Iar PdooM 1• 1.w iN'Ek.1106.6. 04bFloR P•T'SaNbam Plm sG 55 Ileetl/SWAM 1• 1-wr Pn.ak 1. 1-Ye• e nz,.Nnw.m em.w (csl P.T, s.wmm Plm 9Geb.55 H.,YswJ.ro vIc Tau• Plook a'1a• I.9/5' VVMx Ulu.ron C.mmto M 2,05ke PL..k 1'1 1.36• W.wuvJ 1N16' 1.V6' w9mw.5 cuu. Asn2 cco J.,,b 1• I-Vr PAmk T I-IM G 114• pen 4103.S. 6ntemx m cSnU, (ABTA C90 Jamb 1-Y • 1-14' PMek 144' 1.W ml 3.35k H•eP6.A t 1-Yf 1• 1. 1-Y4' U4•Ebo1&65.6. n..,..cam. ..txa C.122k mM. z]:ke0 WSHV W.6/6119Amb 1-1/r WIB" P 1-Vr I.V 1n2w1w cuu, sTM oeo Jmb 1n1V 4' Ps..x 7 1414• P.T. 6.NMm Plno H.atl/SlNhmb 1' 1-M Pi 1• ✓Le• 2-llr 1.Y Pm.k 2-Ur lWr U, Jemb 2W41/4' P4awk 2-IH' N74 ZU'..Wd zllr I., Punk 2.1/Y 1Nw U, Jb P-0wox 2-Ur 2d/Y 4-V4' 1-14' • 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 BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODESISTANDARDSIUFD: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLOROA BURRING CODE (MC). M EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON ITIE GLASS/REINFORCEMENT. 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-D) 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 PER THE GUIDELINES OF THIS SHEET -SET. B) ADDITIONALLY, SEE THE EXAMPLE ON SHEETS. -M14 FLORIDA BURDING CODE (FBC), STH EDITION •ASTM EIW0-09 •ANSVAF&PA NDS-201S FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI 5100612 •AISCa50-10 Mated.] Min. F1 Min, F. Sled 8cmw 92W 120WI 4108. 90151 110k.1 Elco ftm4atw® 57 kci 96 W El. UUFC 155 kfil In kal 410 SB Eko C1deF.O 127.4W 189.7ksi G T5AluMnum 16 ks) 221m1 A9 ]8 ksl 58 ks1 Gr. al 5teelteelSwB 3a kai 45 ks IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, S2 ON SHEETS 7 & 8 E CONFIGS.......... 2 DETAILS..............3.6 IORTABLES........ 76 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11.16 PANEL TYPES ................... 17 ACCESSORIES .................. 19 SCREEN DETAILS ............. 20 0 11 2 VINYL SLIDING GLASS DOOR NOA (LM) 191 10/05/15 GENERAL NOTES €b J ROSOWSKI Gxr.zav rGrvousmeswG I UPDATED TO FBC 2017, VINYL MFG. �A 04105/17 NTS IkI 1 OF 21 19SI MD-5570.0 PRODUCTREVISED PNII41n9 Ce4ewiw Thu Fi.dd. NGA-N.. 47-0420.06 No. 66705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES I& - MAX. UNIT HEIGHT / PER TABLES 1 &2 J� .acrR 1-PANEL CONFIGURATIONS NOM. PAN PER TAE MAN HE PERTAI MAX. UNIT WIDTH NOM, PANEL WIDTH PER TABLES _ MAX. UNIT HEIGHT PER TABLES 1 82 2-PANEL CONFIGURATIONS -LWIDTH LES_ 7�82 mM. UNII WIUIn j — UNIT / GHT LES1&2 /* 5-PANEL CONFIGURATIONS f+ MAX UNIT WIDTH — MAX UNIT WIDTH NOM. PANEL WIDTH I NOM.PAN PER TABLES,g MAX.UNIT MAX HP 7 I^ HEIGhR /y / / I"0 PERTASLES182 Ig TABLI r J J _rr J NOM. PAN PER TAE MA) HE PER TAJ 3-PANEL CONFIGURATIONS MAX. UNII WIUIFI UESI LES 1 8 &2 UNIT 2 GHT S1� f � — EL WIDTH 182 EL WIDTH 182 ---� MAX. UNII WIUIN �I F I I GHT ILES ESb&2 / / I / NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT I NOM. PAN PER TAB MAX I HEIGHT gyp^p HEI PER TA13LES1&2 / / / / / / / IY PER TA it MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 t MAX. UNIT HEIGHT PER �^ TA13LE11S 1 & t B Mtic. urvu wluln EL WIDTH LE51 82 UNITGHT �I 1 I % 5182 %j- . / %' / ., 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X° =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '=PPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL'XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN P =POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 9D- & 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 wrvaglromnlwvmlames.i Auawarsatssmho 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR N. VENICE, FL 34275 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE - 472.656 FT' (—SHEET NUMBER (941)-460.1000 CEaI.OFAYMC9F8 I� - �pp �g m n In J WEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-6-9116" NOM. PANEL WIDTH - PANEL WIDTH+ 1-3/16' DLO HEIGHT =DOOR HEIGHT-11-1116' PANEL HEIGHT = DOOR HEIGHT - 2-12' VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/06/15 EXAMPLE CONFIGURATIONS ¢& J ROSOWSKI NO CHANGES THISSHEET. iM 04/05/17 SGD-5570 NITS 20F21 g€ MD-5570.0 ¢4 A v �ptlntioa * i Na.66705 i ., 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X° =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '=PPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL'XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN P =POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 9D- & 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 wrvaglromnlwvmlames.i Auawarsatssmho 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR N. VENICE, FL 34275 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE - 472.656 FT' (—SHEET NUMBER (941)-460.1000 CEaI.OFAYMC9F8 I� - �pp �g m n In J WEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-6-9116" NOM. PANEL WIDTH - PANEL WIDTH+ 1-3/16' DLO HEIGHT =DOOR HEIGHT-11-1116' PANEL HEIGHT = DOOR HEIGHT - 2-12' VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/06/15 EXAMPLE CONFIGURATIONS ¢& J ROSOWSKI NO CHANGES THISSHEET. iM 04/05/17 SGD-5570 NITS 20F21 g€ MD-5570.0 ¢4 A v �ptlntioa * i Na.66705 i I� - �pp �g m n In J WEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH-6-9116" NOM. PANEL WIDTH - PANEL WIDTH+ 1-3/16' DLO HEIGHT =DOOR HEIGHT-11-1116' PANEL HEIGHT = DOOR HEIGHT - 2-12' VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/06/15 EXAMPLE CONFIGURATIONS ¢& J ROSOWSKI NO CHANGES THISSHEET. iM 04/05/17 SGD-5570 NITS 20F21 g€ MD-5570.0 ¢4 A v �ptlntioa * i Na.66705 i DETAILA1 DETAILBI METAL TYP., SEE ANCHOR Ttwu tX WooD ASTMG DETAIL C1 DETAILDI NOTE 4, SHEET I; MIN. OF tyrplµSOM1y FACINGEM. MIER. piIU AETAI THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4- MAX. NEOBIgED F I=R —�j HEIGHTIS OVER96' xt to TYP.ANCHORTYPE. I w naAx ze•o.a of EMBEDMENTAND a e� EDGE EDGE DISTANCE PER - — DISTANCE SUBSTRATE, SEE - TABLE A. SHEET 1 K E0 DAYLIGHT la Tx Qox NOTE 3, BELOW OPENING'''] u — a _ o WIDTH EMBEDMENT q 91 EDGE �,. d — (4)TNRU NEEP SHEU1X as ol,l EDGE '✓ ^ BB I v 3NO.Q SEE SHEET aB L� DISTANCEjI.,':• 4 v a r`€, ew°" �� SEENOTEe. DISTANCE /... : EEENDTEB, 4t I a a Ll xx o'\J THISSHEET 1/4°MAX. B 1XOR2XWOOD ells siren I 33 TMiSS EET EMBEDMENT BUCKSTRIP, SEE SEENOTE4THIS SHEET gal 98 X 3/4' SMS REINFORCEMENT SCREW, ANCHOR ! NOTE 3, SHEET L-----�� TYP. ANCHOR TYPE, PLATEAT WPER STILE, LOCATED AT CENTERLINE AND 6'. EMBEDMENTAND EVERY )/ HORIZONTAL SECTION(XXX SHOWN) 9-& 12' FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION i DETAIL C2 DETAIL D2 DETAIL B2 TABLE A, SHEET 1 & DETAIL A2 INTERLOCK INTOIAAS(MdtY 1 AsmAcu NOTE 3. BELOW BITO xI(WBOD FALWG W. 2X WOOD BUCKSTRIP OR REOmREOiPDOD6 EMBEDMENT � -- FRAMING. SEEANCHOR 19 DAYLIGHT 21 HEIGHTIS OVER W' _ f lie MAX NOTE 3, SHEETI OPENING MAX. ,I �R1e� PRODUCT REVISED EDGE as plying with the Florida WIDTH p 7 t DISTANCE i No%eeae 17-0420.06 TYP.ANCHORTYPE, �e o 0 SEE NOTE S,nBS SHEEt _� I I Eapimtien unto 04/1412021 EMBEDMENTAND v 27 v a EDGE DISTANCE PER d e3 v o TYP. ANCHOR TYPE, I 1 IS SUBSTRATE,SEE a EMBEDMENTAND p q Miam-D oProduct central TABLE A, SHEET I& 31 e o EDGE DISTANCE NOTE 3, BELOW PER SUBSTRATE, I► SEE TABLE A, SHEET o EDGE _ t5 1 & NOTE 3, BELOW gmau HEEPERghtAx -•.m�D IER^10� I DISTANCE �3.6'O.C.,EEESHFETIB c I_-- PANEL WIDTH L --- Imo- CONCRETE/CMU PER ASTRAGAL MAY BE 1/4'MA% ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR ��s 1Y ,``..r, EXTERIOR DIRECTION. NY LY N NOTES ANCHORS, SEE ` �O ....,.�i 1) DETAILS APPLYT02,3AND 4TRACK CONFIGURATIONS. RENFORcwErTTTYPES (SEE WWO.THus SHEETI DETAIL SHEET 19 ALL PARTS IDENTICAL. Pad.+ �wEN 2) REFER TO ANCHOR NOTES, SHEET I. FoguuocxsmEs, #. No. 58705 ' . 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTTuOrds, T1AI¢o I O O VINYL SLIDING GLASS DOOR NOA (UM) &^ 10/06/15 ANCHOR QUANTITIES, SEE TABLES i & 2. sTnESAND 7l 4) CONTINUOUS ANCHOR PLATE. ITEM 98, IS REQUIRED AT ALL Hoim°NTAERAas yINSTALLATION, HORIZONTAL X-SECT.LS J ROSOWSKI FRAME ANCHOR LOCATIONS. $ O'. siATE OP 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. �APapemn_Pmewsw¢om �i NO CHANGES THIS SHEET. 0104105117 SSDRID?, '•`•G�2�� REINFORCEMENTS ARE APPROXIMATELY THRE FULL ELENGTH OFL INTFRLOOCMYS� O 0 1D70TEC NOL0.LO YDR y,,i3ONA� it, THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. suNDu+o No N. VENICE, FL 34275 7)SEESHEET 20 FOR SCREEN DETAILS. (941)-480.16DO �SGO5570 NTS 30F21 19 MD-5570.0 j@A aLyF.EMluY6 P£ C£rT.`y,aaX" DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 two M.l50MtY AND EDGE DISTANCE PER .WOOD IXDUMURIP SUBSTRATE, SEE TABLE A. SHEET 1 8 NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP FRAMING, SEE ANCHOR AND CONCRETE/CMU EDGE _ NOTE 3, SHEET SUB; PER ANCHOR �'I DISTANCE EDGE 1 &N REQUIREMENT DISTANCE I ' EMBED- °' MENT DETAIL E3 DETAIL E4 MDM/50NRY IMOMETAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL NOR TYPE, EMBEDMENT FRAMING OR STEEL STUD, MAY E DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. TE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, 3, THIS SHEET EDGE TABLE A, SHEET DI EDGE 1 EMBEDMENT �:.'•,(. ;.,,' ��`. EMBEDMENT EMBEDMENT 1/4'MAX.J 0 .� I/4"MAX.J-7/4`MAX. "in'EmDISTANCE lJ Ip�ll II L'i/4"MAX. IIII /ly+�i� �l IL�I III Li/4-MAX I 1X OR 2X WOODIlldlANCHO RNOTE3 e CHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND ANCHOR NOTE 3, a PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE. SEE SHEET 1 TABLE A. SHEET, & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES *io FOR ) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Loc VIES 2) REFER TO ANCHOR NOTES, SHEET I. FIXED STILES'3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, AND #8X3/4" SMS REINFORCEMENT FORANCHOR QUANTITIES, SEE TABLES,&2. DLO WIDTH=NOW. PANEL WIDTH-8-9/1G° Nowo` TAL SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #B, IS REQUIRED AT DLO HEIGHT= DOOR HEIGHT-11.1/16" ANCHOR PLATE AT PATS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT-2-1/2" EVERY LOCA ION (FACTORY INSTALLED) 5)SEE TSHEET ABLES 1 FOR SCREEN ODETAILS. EM LOCATION 8) SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT Nme. SILL RISER EXACT DIMENSIONS. as piI wI1N NO Fior,4a TN63REET VARIES WITH amiame �odo REQUIRED Now -NO. 17-0420.06 txrFweN POSITIVE Pxpinucn Dato 04114/20/14Y2021 ODESIGN ze a PRESSURE, .390—.11— EXTERIOR ///��� ez SEE SHEETS 7_i 7 mlam-Da 0p1 � 7 8 B. .380� Imo— ze za 380 2.947 114" MAX. a t7I 1.793 2'3� 4.041 GROUTAS 9 q7 #43 SALSDAPPLY .823 2.187 3.486 1.8,7 NEEDED, SEE 1e eo ANCHOR NOTE 2 .OGO - .080 .OfiO Ix 2-I/2'=TOTAL .080—�-F�- 5,SHEETI e 9 114"MAX --II 0 e 8 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER qV IV az (2-1/2'70TAL a (3-112"TOTAL q4 (4-1/18°TOTAL es (4-5/8°TOTAL .qONY ... 4X L SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ``1; ''JOENyE+; EMBED- ' • q EMBEDMENT EDGE ; *; No. 587o8 •P MENT ' . , . ' '-DISTANCE VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ EDGE TYP.' ANCHOR TYPE, TYP. ANCHOR TYPE, uI ( �-hi1 INSTALLATION, VERTICAL.%SECT.&JROSOWSKI A'•. y'•yII�-;��� DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ®®' �ORq STATB Op tr,l EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE Oorvwalrazon ranxusrmm. i NO CHANGES THIS SHEET. $0 04/05117 '+"�<ORIDA,.•���� CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET PER SUBSTRATE, 107U lECHNCLm OGY DR NA�IENGP PER ANCHOR DETAIL F1 SEETABLEA, DETAILF SEE TABLE A, F REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 DIfOMAEONRY THIS SHEEP IMONbDD THIS SHEET (941)A80-,800 ctnT.OFgDmrase SGD-55701 N1T8 111 40F 21 a4 M0.5570.0 1411 A ALp leue .P.E. � � ' a' ►11�1� , r�, ,alb r �� �rG�■ ■ 1fflorTRIMSM 3Y OV(SIDECORNN! peg oo® NOTES ILIS 7) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR 3 CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. ```�111p1Y LYivIV uc6N@E •!(Y� `�`P�•C�'`�' �, 1141 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 ] No.68705 •, *_ CORNER ASTRAGAL ORIZ. X-SECT. m^ JROSOWSKI H �� A' IPI�, ac 2 NO CHANGES THIS SHEET. U04/05/17 NTS , SOF 21 19MD-5570.0 DETAIL It DETAIL 12 OPTIONAL NON- IwOxnsoxnY STRUCTURAL CONCRETE/CMU ANCHORS FOR t. Q EDGE PERANCHOR INTERIOR POCKET legal°g 0131 n TYP. ANCHOR TYPE, EMBEDMENT DISTANCE. REQUIREMENT JAMB 9° 28 Ra AND EDGE DISTANCE PER INTERIOR POCKETS MUST ,' t, ssS FIG t, a SUBSTRATE. SEE TABLE A,— rHISs ua0 SHEET?&NOTE 3, BELOW FwuNe t, INrEeLacxsnipocHErs: INCLUDE A NON-STRUCTURAL. FOR DOOR HEIGHTS96"AND LESS: FRAME JAMB TO REDUCE THE ( 1' t0 m OPT. POSSIBILITY OF WATER 21 d ,, ANCHOR at INFlLTRATION. 1W MAX. Ia 17 PT. EMBEDMENT H. I i ' 1T GPT. POCKET BY OTHERS, SEE d NOTE B BELOW. :: EMBEIJ MENTEfdOB 1/4, MAX. o FOR ODOR HEIGHTS OVER 96' . ..'' OPT. ia' er 21.9" . . •.;i'�`.'. ANCHOR i G. 6EEFIGt� MAX.Ci. TYP. ANCHOR TYPE, EMDEDMEN'T CONCRETEICMU THIS BHEEf 31 m AND EDGE DISTANCE PER _ EDGE --PERANCHOR pa 22 SUBSTRATE, SEE TABLE A, SHEET I r DISTANCE REQUIREMENT p & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 22 Y a TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., SEE ANCHOR NOTE AND EDGE DISTANCE PER SUBSTRATE 4, SHEET 1; ANCHOR LENGTH TO , SEE TABLE A SHEET.? BE A MIN. OF 3 THREADS BEYOND 8 NOTE 3, BELO _ EDGE THE METAL SUBSTRATE DISTANCE EDGE DISTANCE OPT.ANCHOR DETAIL 13 into MEIN. EMBEDMENT 12 OPT. EMBEDMENT j� �/4, 1 WMAX.J 114" 31 �J 2X WOOD DUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET t DETAIL 14 NIOWOOD PRODUCT REVISED as ompll g with the FImMa NOA41e oow-xo. 77.0420.06 EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. Ep VINYL SLIDING GLASS DOOR NOA (LM) 10105/15 No. 58705 + h c 71 '•, -/1 +•�� dP-HOOK EXAMPLES, HORIZXSECT. %JROSOWSKI 2) REFER TO ANCHOR NOTES, SHEET I. 3)SEE SHEET 13 FOR ANCHOR LOCATION BSPACING, FOR ANCHOR QUANTITIES, SEE TABLES '182. ® wrmuxro2ov PmpmusrwFs.Wc ---- a NO CHANGES THIS SHEET. �� 04/05A7 ;OT., srA o rV� �' �S..F2...... •'C, 4)SEE TABLES ?& 2 FOR REINFORCEMENT REQUIREMENTS. ao NDI7 `'— �� i2�S70NAL EC`��� 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR 111�i�itill 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS 10 BE DESIGNED BY OTHERS N. VENICE, FL 34275 (941)-4804600 NTS J 6OF21 R� MD-5570.0 19 A eLYNNMILtse.pa AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (£ar. OF Al11H SGD-5570j P.ELYNS Design Pressure (DP) and Anchor Quantities Required, par ell approved configumtlons on Sham 2) Use this tanlo tor: Glass Types 1, 1A, 3 or 3A Astragal Rem(emement #29 Lookslit, Remlow.ment#25 a ft26 Sid. Inledook Relnfomemenl#27 near Unit Height Bar e4- 96, 68-15116° DLO Height 72-16MV DLO Height 84-15116' OLO Height Anchor Group AnohorGmup Armhor Gmup q B C D A B C D A B O D Design Pressure +60/-60ps7 +60/-sops/ +W/-60Psr 19-118" Head/en C3+1 C3+' 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' DLO Width Jamb 6 5 5 5 5 5 6 6 6 fi 6 6 P4pwk 7 7 7 7 7 7 7 7 B B B e Design Pmssure +60/.60psf +60/•60psr +60/-60ps7 26'/a" Head/SW C3+' C3N C3+1 C3+1 C3+1 C3.1 I C3+7 I C3+1 C3+1 C3+1 C3+1 C3+1 30" DLO Width- Jamb 5 5 5 6 6 5 5 5 5 5 5 6 P-hopk 7 7 7 7 7 7 1 7 1 7 9 8 0 6 Design Pressure +W1/ (i0ps1 +60/-sops! +W140ps7 31-1/W Headl9m C9+i C3+1 , C3+1 C3+1 C3+1 1 C3+7 C3+1 W+1 C3+1 C3+1 C3+1 36' OLD Width Jamb 5 5 5 6 5 1 1 5 6 5 5 . 8 6 6 P4mb 7 7 7 7 7 7 8 e B Design Preserpe +60/-sops/ +60/-sops/ +60/fig Pa/ 37-118" HeadiSlg d+t C3+1 (3N C3+1 C3+7 qN C3+7 C3N C3+1 C3+1 I M+I qN 47 DLO WidthP4Rok ,Iamb 6 5 6 5 6 6 5 5 5 5 5 6 7 7 7 7 7 7 7 7 8 6 8 8 Design Pressure +s0/-60ps/ +60/-60ps7 +60/.60ps7 43-718" HeadtSi3 C3+2 C3+7 p+7 qN C3+2 03+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 4B` DLO Width Jamb 5 5 6 5 5 6 6 5 6 5 6 5 P-Hook 7 7 7 7 7 7 7 7 a 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE D1 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 RISERTYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 6) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION S SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETFOR COMPLETE THESE ANCHOR S. THE'MAXIMUMP DP POSITIVE DP DUE O THE SILL HEIGHT MUST ALSO BE THE MAXIMUM POSITIVE DP E 13 TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE 67, THIS SHEET. OF ANCHORS THROUGH THE HEAD B SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). _-_--_"�—TOTAL # OF ANCHORS THROUGH THE JAMB, THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS, TABLE Bi: Waler-Llmlted (+) Design Presare Sill Rser Nom. Sill Height Mae. (+) DP Agaved None 1-11116' See Note 2 42 2-112- +357 Pat 43 3-1/2' +Ba0 Tat 44 471/16" +60.0 pal 45 46/8' +60.0 Pat FIG 1: DOORASSEMBLIES INSTALLED WHERE THE PRODUCT REVISED OVERHANG (OH) LENGTH IS ompiyin with the Florida 9ma cimna EQUAL TO OR GREATER THAN coda 17-0420.06 THE OVERHANG HEIGHT IS HoA-Ro. EXEMPTED FROM WATER Expiration Dow 04/14/2021 INFILTRATION RESISTANCE. _ <a DLO WIDTH= NOM. PANEL WIDTH -B-911 B" a`l:0IlW10EN04,/ .DLO HEIGHT =DOOR HEIGHT -11-1/10' LYNN PANEL HEIGHT =DOOR HEIGHT -2-112° 4 11(a'•;.' �VINYL SLIDING GLASS DOOR NOA (LMj 10/OS/15 c *:' No. 567p5 �DPBANCHOR QUANTITY TABLE fi"JROSOWSKI r+oeamixc 1$1 NO CHANGES THIS SHEET. NTS I@I 70F21 19il MD-5570.0 1/rCLC C: Design Pressure (DP) and Anchor Quantities Required, (for a1 approved conlIglaatluns on Steel 2) Use this table for. Door Unit Height Glass Types 2 or 4 BO' 84- 86' 108" 1201 68.1916' OLD Height 72-1916' DLO Height 84-1978. OLD Height 96.1916- DLO Height 108AS11W DLO Knight Astragal Reinforcement 629 Anchor Grop AnchorOmup Anchor Group Anchor Group Anehor Gmup LoeksNe Reinforcement 425 A B C D A B C D A B C D A B C 0 A B C O NO Interlock Reinforcement fl20 Ooslgn Pressue +100/400psf +10D/-400psr +100/-Iwpef +Bo/-fi5Psf +fi0/-fi5psf 19-1/8' HeaN991 C3+1 C3+1 d+1 C3+1 d+1 d+1 dH d+t CS+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 d+1 C3+1d+1 C3+1 C3+ 24' Uidt Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 1 6 8 8 WidthPHook 7 7 7 7 7 7 7 7 6 8 B 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100PO +100/-100psf +100/40ops/ +W/-85psr a00/55psf 2&118' HeeNSlll dN d+1 d+1 d+1 C5+1 q*1 d+1 C3+1 CSai q+1 dal dH d+7 d+1 d+1 C3+1 dH C3+1 C3N C3+1 30` jamb 5 5 5 5 5 5 6 5 5 5 7 -5 6 e 6 e 6 6 6 6 Widtlolh p.book 7 7 7 7 1 7 1 7 1 7 7 e 8 8 8 1e g e B 10 10 10 10 Dean Pressure +100/400psf +f00/-1DOpsf +100/40ox +60/-65par +601- psf 31-1/e• Haed19111 d+2 C3+1 dN C3+1 C5+2 d+1 C5+1 C3+1 d+2 d+1 d+1 C3+1 d+1 d+1 d+1 C3N d+1 d+1 C5+1 C3+1 36• DLO jamb 5 5 6 5 5 b 6 5' 6 5 7 5 8 6 6 6 6 6 6 6 t p Width p.amb 7 1 7 1 7 1 7 7 1 7 1 7 1 7 B 1 8 B 1 B 9 1 8 1 9 1 9 70 10 10 10 3 Design Pressure +100/-100psf +100/400ps1 ♦100/-f00ps7 +60/-65psf +60/-65psf z 37-IIV 1p S01 d+2 d+2 I d+2 I C3+1 C5+2 G5+2 C5+2 dal d+2 d+2 C5+2 dai C5+7 d+1 d+1 d+1 C5+1 C5+1 I CS+1 C3+1 u 42' DLO Jamb 6 5 7 5 6 5 7 5 5 5 B 5 e 8 6 8 6 8 7 6 Width P4mok 7 7 7 7 7 7 7 7 6 8 B 8 9 9 B 9 10 10 10 10 ssure +f00/-t00psf. +100/-100PO *82/-92 ps/' a60/-65 ps/ +60/55ps/ zq 43-1/8'f9gl d'+2 C5+2 d+2 C3+2 d+2 CS+2 C5+2 d+2 C5+2 C5+2 C5+2 C5+2 d+2 d+1 C5+2 d+1 C5+2 C5+1 C5+2 d+1 48' OLDb 5 6 7 6 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width ok 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 ressure +W/-BOPS( +80/-Bops! +80/b0psf +60/65psf +54.1/5&7psf 49.118'Slll d+2 C3+2 C5+2 C3+2 D5+2 C3+2 d+2 C3+2 C5+2 d+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 d+2 d+2 54' OLDb p 5 6 8 5 5 5 T 5 5 5 8 5 6 6 8 6 8 6 6 6 Width ok 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 8 10 10 10 10 essure +8U/50psf -W/-Bops! +80/bops! ♦59.11b ref +486/537psf 6S.118'fSgl d+3 d+2 d+3 C3+2 C5+3 d+2 C6a3 C3+2 C5+3 C6+2 G5+3 C3+2 C5+2 C5+2 C5+2 05+2 d+2 C5+2 C5+2 C5+2 60' DLOb 5 fi 8 5 6 0 7 6 S 5 8 5 8 B 6 6 8 6 B 6 Wldln ok 7 7 7 7 7 7 1 7 B 8 8 8 9 9 9 e 10 10 10 10 •+/.100.0 PSFFOR ANGMUK UMV VFb N, U a U. TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OF. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO, +DPS 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 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUAMIES LISTED BELOW. SEE TABLE A. /SHEET I 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 B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS _--- CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGI I THE JAMB. THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE 132: Water -Limited (+) Design Pressure SIO Poser Nwn. SIII Height Ma. (+) DP Agoved None 1-11116' See Nate2 2-177 +38.7 psi 43 3.1/2" +60.0 Pet d42 44 44116' +BD.Dpsf 45 4.518" +100.0 pet DLO WIDTH-NOM. PANEL WIDTH-8-9/16" OLD HEIGHT = DOOR HEIGHT-11-1/16- PANEL HEIGHT = DOOR HEIGHT-2-1/2• VINYL SLIDING GLASS DOOR NOA (LM) DP&ANCHOR QUANTITY TABLE �d; JRO NO CHANGES THIS SHEET. pp �� SGD-5570 .� NTS 51BOF21 6$ MD-5570.0 PRODUCT REVISED p complyylng wt0, No Florida Du1141n9 Cp4p NOA-Hp. 17-0420.06 expiration Date 04/14/2021 No. 58705 10/05/16 P *.: I , a- EP NE L3ERACK, BTRAIGHT CONFIGURATION-PXXX, INFERIOR MOUNT POCKET,48"X84'NOM. PANELS, FRAMEd DREQUIRED HEAD SPUDS 0 INTERIOR POCKETS 6' ID INERIOR CENTERLINE DFuurERcocK CEMFRLLNE CENTERLINE OF IMEMOCK CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL ANCHORINFORMATK)N. CEMFFlINE �roFPANELs LAMINATED, IGGIAZINO, ANCMORGROUPAIN WOOD SUBSTRATE, MAK.� rovPMlEcI roFPANELz PROJECT DESIGN PRESSURE REQUIRED:+40.2/-58.0 PSF Fill — POCKET BY OTHERS.SEE NOTE 6, SHEETS .11 �SEEPOLKETJANB EMOR 3PLI EC NOTE: INSTALIAHCNCN NONSTRUCTURAL ANCHORS MAY SHEET BE ADDED N-FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF LI SPLICE OCCURS WTHIN A POCKET. �S-IILL SPUIC.EE LINTERIOR I MNL OF pm PCCNE BY OTHEPIS�SEE NOTE. e, o SHEETfi 2' 5. ANCHORAGE. SHEET II "C8•CLUSTER, SHEETII FRAMEJAMRSEEPoCIDETAAMB K REQUIRED® INSTALLATION ON INTERIORPOCKETS SHEETS 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 8 2 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF .48.21.68.6 AT A NOM. PANEL SIZE OF 48" X 84°. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN FOR WOOD INSTALLATION USING ANY F R.—aN8N C9F2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P4mpk 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: e•MAX HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'C3" CLUSTER ANCHORS AT cam' THE INTERLOCK/ASTRAGAL. oPT.ANCNOR TOAIDIN HEADONTERMEIATE HORS): SHEET 12 FOR THE"+2 ANCHORS AT THE ALIGNMENT 11 M AECH PANEL P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11FORTHE°C3'CLUSTERANCHORSAT ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL (INTERMEDIATE SHEET II FOR THE '*2LA SMIDSPAN ILL DETAILS DETAILS EACH PANEL. JAMB: S ANCHORS, SHEET 10 FOR GEN. LAYOUT. R PRODUCT REFERENCES ALSO SEE: GENERAL ANCHORS, SHEET 13 FOR GENERAL 5)IEET2 FORALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. LAYOUT. A(NCCH/HORSSAAATTTT.���FHEE CATIONS OF CROSS-SECTION DRAWINGS. CATIONS \`J e SHEET IO FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN memi6elTemn ParweusDpeaw SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 'LL"D6D SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD &SILL: SHEET 1070TECHNOLOGYDR N. VENICE, FL 34275 SHEET 19 FOR INSTALLATION OF ADDITIONALACCESSORIES. JAMB: SHEEf3 (941)-480.1800 SHEET 21 FOR A BILL OF MATERIALS. RHOOK: SHEET c941)- AIRII.600 2fidl8'MAX 4- ••TANCHORA SKEET HEAD ANCHORAGE DETAILS PXXX (3-TRACK) I I CENTERLINE _CENTERLINE (�OF INTERLOCK OFINTERLOCK JE I � CENTFHUNE / OFPANEL2 (NV11 SILL ANCHORAGE DETAILS PXXX (3-TRACK) L:rvu FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25.3/9u OTHERWISE ANCHORS ARE NOT REQUIRED AS oco'r C Cl/]I IOC Atl/1\/G. 'i VINYL SLIDING GLASS DOOR NOA (LM) jal 10/05/15 STRAIGHT DOOR EXAMPLE �6 JROSOWSKI NO CHANGES THIS SHEET. 04/05/17 NTS 111 9OF 21 g4l MD-5570.0 -.I a - MA% EXTERIOR V BELOW FORADDITIONAL J � MAX. EXTERIOR v PRODUCT REVISED p1 tas With the Plarlan 9uiialnD Iona NOA-No. 17-0420.06 E.M.U.. Dote 04/1412021 * N..58705 *= ilt6' NOM. 9118' H9 GLA55� .090' PVB 3110- ANN GLASS O fl1 PRDDUMS'EXTERIOR- GLAZEWIF118"113 TOWARDS THE EXTERIOR. I AIDR pRGDbOff IS'INIERpR- GLAZED'F000.B115 TOWARDS TIff IMERroR I SEENOTEZ M95HE GLASS TYPE 1 T/16•NOM. W16-NOM. 3/1V HS GLASS 3H6' HS GLAS: ASO•PVB A90'SE 3/1GHSGLASS PAWEDI VT GLASS SOet /LAM HATED / SURFACE &C a, aEI(rulnon I <D EXTERIOR �( PRODUCTIS° ERIGX, PRODUCTIS-EXTVWR- 71V NOM. GU EDp81F0 IF115 718'NOM. GlA1FD°IF Y80'BI LS O I� GLASS TOWARDS THE EXTERIOR.I D I GLA93 TOWARDS THE EXTERIOR I SITE I I BRE I (1INTERWR I � INTEIHIfl I \^ PROWVVCTISINTERIOR- I PRODUCT ISWTENOR- 770 GIA2 FFBpBI IS I n GLAZED' IF swel I5 TOWARDSTHEEi7ER10R I TOWARDS THE 11 E110R. SEENDIEZ flfl flEENOTE4, TmW GLASS TYPE 1Aan' GLASS TYPE 2 STRUCTURAL idtl6'NOM. SILICONE SH6• IIS GLA55 STRUGWRAL 3H6'NOM. ,090°PVB YISOBUTYLENE 1H'NOM. FOAM RH DESICCANT DESICfANT 3/16" HS GLASS EXT.GLASS EXT. GLASS 7I11?) SPACE ��-MT. GLASS C-IW. GLASS (}ExTFAIOR PRODUCTIS4 ERIOR- I KODISPACE SUPERa�nosT°x°e-03Ex TF vfl emDR,l O 4SGTPS SPACERONXT7N I a INTERIOR ALUMINUM PRODUCTISIWER16R- REINFORCEMFNT pOLYISfNTFILLARA OIAZED°Fpaz-B]IS BUTYLETOWARDS THE INTERIOR. I 2. B LICONE SEAL SEENOTET EUTY6MS-NOM. SESCONE E BICCWA 9ICOANT ROLL-FORMEDSTARLESS STEEL sTApn.Ess srEE TH5sMEeT GLASS TYPE 3A FOA7n LA33 NOTES; EXT. GLASS1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. INT. GLASS. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, FO7 DURASEALO XL EDGET" PROVIDED THAT THE"HS"SURFACE OOF A LAMINATED GLAZING UNIT ISSPACER SPACER ADHERED TO THE GLAZING LEG. M Tfl WWKSGLASS- n re 7/16'AIRSPACE- 3/16"TGLAW- PAINTEDI —LAMINATED 82 e] SURFACE 1'3 EVE.. PROVUCCTIS£XTEROR- 71WNOM, GIAZEWF9028 IS GLAS9 TOWMDSTNE E%TEPIOR I BNE I PRODUCT WIGI-831S - GIEBE M 70WAD TOWARDSS THE1NTERI0R I m SEENOTE2 J THE SPEET 1-1/1VNOM. SAW HS GLASE .09V PVB MV ANN GLASS SURFACE v a EXTERIOR �IFJWPPOWCTIS 2-831S GLASSTOWARDSnEXE RWOR I BITE }I \�T UC \^ PROOUCTIS •LYIEWOR- TUB GIAZED•IFNW-MIS TOWAPOSTHE INTERIOR flS SEEHDTE2 J TNSSHEEr PAINTED/ i18' NOM. GIASS SITE GLASS TYPE 3 'ANN' = ANNEALED 'HS' = HEAT STRENGTHENED T=TEMPERED 1-1116'NOM.� "PVB"=.090'TROSIFOL®PVBI14TERLAYER BY KURARAY AMERICA, INC. 'SG'=.090'SENTRYGLAS® INTERLAYER Ts Ta BY KURARAY AMERICA, INC. n Te PRODUCT REVISED ..Flying wllN tiro Florida PAIN DRI181np D LAMMTED 110A-No._ SURFACE Expiration l Ma � IO I73'NOM cIASS SITE 0T9 GLASS TYPE 4 VINYL SLIDING GLASS DOOR NOA (LM) Iml 10/05/1P GLAZING DETAILS S J ROSOWSKI NO CHANGES THIS SHEET. �M 04/05/17 a SGD-55701 NTS 10OF21 E2 MD-5570.0 $:" A JII No.+JB7U3 SILL CLUSTER ANCHORS LAYOUT: A9IMOALOR AS•IMOALOR INIET K Ix1ERL0OL CEN FIWE 4e CENTERLINE 4" EXTERIOR EXTEfY10ft 3 2.TPACKCLNSIER•CA ID 2.TRACKCLNSIE AWHORLOMTIONR ANCHORLIN:ATM CEMENLNE 4' e �EERIOR, -�. 3.27' IXTET7RI J rTMCKf1xRTER'CT C7 MCHORLOCAnom 4e 4TMCKCLIISTER 'CSAN RLO( MN9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.976" t2.376, FOR ALLSILLS: 4e rTMP(CL119TER•C4 AWHORLOCATVW a MCILUIWEA • 'MOIORLOCA=M PA CEIRERLAE E%TLETRIOR v 2-TMmW FWED1ATE 'I-AWHOR LOCAMN PN CENTEflLINE EXTERIOR rC RERNmuTE v1-atcHOR Lacnnax PANF1 CENTERLINE o E%TERIOR 4lMCKNRERNEONIE '41'ANCfTORLOCAPON PANEL CENIFJLINE 4° EXTLTE7IRIOR v 2-TMCKINIEIWEDAM °,TMCIWRLOCARONS 4° -.-I rlmcx INIPAM mm -4rMOIORm nOM PANEL CEWI NE 4- EXTERIOR V .-TRACKINTETLAmIATE • XANMORLOC Mm CEMERLINE - 4° ERIOR -� 3.2: ,nj rTMacunewnmuTE vG•ANcxoaLocnTwla Pr L—r CP F w 4e I EXTERIOR -4 k--3.22° 4TW.CKWIEfW TE TI`u 0.T CK TNT COIAW •,2•ANCHORLOMTIOM '-X• HORLO Wn NOTES: 1) ALL DIMENSIONS SHOWN ARE RASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 2 376° DISTANCE IS 2.376° FOR ALL SILLS: PRODPIy,n wino °odaa �a`°NYILYNNo,� emiam0 co �0 ....... 47i xoaxo. 17-0420.06 '�:•"�tcEN@E •'•�CF�� eKPITRnPP om 04/14/2021 ' ��(L,J��\�y%���j�j7���� No. 58705 _ �J I VINYL SLIDING GLASS DOOR NOA (LM) 10/05liE '* ANCHOR LOCATIONSA 10 JROSOWSKI IGNTo'AR wromNSlxEa.lNc.III NO CHANGES THIS SHEET: 4�04/OS/17 FL 34275 H�Hm90 I JamO 5 P-6GGk NTS 111 11 OF 21 I&*I MD-5570.0 s nTE OF HEAD CLUSTER ANCHORS LAYOUT: ASTRAOALOR INTERIALK 4• CENTERLINE EER�n� 322" V 2-WCKCLUSTER'CS ANCHORLOCATIONS ASTRAOALOR uOERtaG( q° CENTERLRNE 3.22" LTEHORLOEATIOLS ANCHOR LOGTIONS ERIOR —°•I 322' E%TERK }IAACKCLURIF_R'W' �/ ANGIOHLOCATHN6 AOTMOALOR INTFALOGt 4• LEMERONE IE�RLIOR 322" EM��E-IRyI( o/ 4TRacKCW9TEli •CSANLHORLOCATON9 Ew }TNACKCLIER NW AKLHORLOGTIONS ASTMOAL OR MERLOLK-- 4• CENTERUNE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376° FORALL HEADS:DS: 1-TRACK CWSIER -0-ANCHORLOGTONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL c NLERLINE 4° EKTEET R I 322" ID 2-TPACXiMER MIAM '.S'ANCHORLOWTIONS PANEL OEN DWNE F EXTERIOR USTMG(INTERAIEDw1E ' 1'ANCHO0. LOWTION PAWL CENTERLNK: EMERIOR fl ll- C R!.ECA N V '+1'ANLNOR LOCATION aTMG(R]fETUdEW.TE '+I'ANCNOR LOCATON PANEL CENTERLINE 476" EMERIO_R lu '+}TMCKIORLEWOwTE �/ YANCHORLOGRON9 PANEL CENRiLNE EKTERIOR aTMCHORL DAWN •rT ANCHOR LOGTDNS r` ,ot! �0 �0 SLIDING GLASS DOOR NOA (LM) PANEL 4° CEN DWNE EXTERIOR 320 V 2-TRACK INRFA1EOwTE 13. ANCHOR LOGTIONS PANEL CENTERLINE 4' EXTERIOR —T 3.22" rI }TRAC NM LE ATIONS NTE V • 3'PNCHGi LOGT10N5 4° aTRAGCINTEHNELwTe•.T ANCHOR LOGINN3 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK EV37 DISTANCE IS 2.376°6' FORALLHEADS: III ANCHOR LOCATIONS 6&IJROSOWSKII CHANGES THIS SHEET. leal q 15570 MS 12 OF 2113O MD-5570.0 PRODUCT REVISED as complYlnR IlN LNP RorI4R DNI0 NO"A-N.. 17.0420.06 * No. 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 2.375' 4.75° r—�I— 7.125. 6" MAX 21.6' Fkatll$III C3+t 5 MAXame P-haak 7 O.C. F%FERIOR 'r--'✓� OPT. ANCHOR, TO AID IN ALIGNMENT NOTES 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY 6° 1 I'll BE LOCATED IN ANY ADJACENT TRACK MA[X� (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD ml JAMB ANCHORS i 3-TRACK FRAME JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITYMAY BE TOWARD THE INTERIOR OR EXTERIOR. OPT. AL........_... NOTES: 1) SEE TABLES 1 8 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. 8 KeFwslu ra+t JamE 5 P-M1opk 7 21.8' MAX O (• EMERIOR 6" MA�X� I 2-TRACK FRAME JAMB JAMB (aj PX.500' (3)TRACK WEEP HOLES EVERY 24° @ 7.125' %.190'; (1) WEEP NOTCH EVERY 24' 07.376' X.500° L 21.6° MAX,NAX. G.G. EXTERIOR 6° MAX. 4-TRACK FRAME 'EEP NOTCHES END @ 7°X.500' (e) TRACK WEEP HOLES EVERY 24' @ 1.125° X .190"; (i) WEEP NOTCH EVERY 24' @ 7.376° X .600' SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) k VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS C Icamomv voT vovslws. me 4N0 CHANGES THIS SHEET. le JAMB SILL WEEP NOTCHES R END Cot i' X.500° (10)TRACK WEEP HOLES �\ EVERY 24'Q 1.725°X .190'; (1) WEEP NOTCH EVERY PRODUCT REVISED pl Ingg wi7M1 N. FlRtltla BuilJine �otle NOA-No. 77.0420.08 GpinOon Date 0411412021_ J ROSOWSKI NTS 111 130E 21 $$I MD-5570.0 �.; No.5R705 SOT •., ST TE F ��'SS�0NALIE HEAD 900 CORNER CLUSTER ANCHORS LAYOUT_ O.[- MERIM 2TMK90*COMM --17 •NCHOROC \lz (USEWHRE'LT19SWIm) I ' L4- 4" EXTERIOR YTRALK 80' CORFO:R -G MCHOFIWCATIONS _7 (USE WHEM-CY IS SFECIRED) I 4•1MC OIlLO O °Od°P FMWIOCATI0N5 (ITS E WHERE 53' IS SPECIRED) 80' HeaN m 1 Jame e P41Ook 7 _..ERIOR 2-TMCK SO'COMM (� •CS'ANOHORWCATION5 5 (USE WHFRE'CS' IS SPECIFED) STMCKPo'CCMM 'CO'ANCHORLOCAHONS -(IISEMME'CS•iSWECIF1EM) 4" 4" SILL 90e CORNER CLUSTER ANCHORS LAYOUT: pw�" FWIM y 2TMCK50'COMM EXEERIOR 'Cd MWORLOCATOM (ME�•LSISSPECIRED) V I YT CKOPCOMM EXTEnRIOR W MGHORLOGATWNS V (WEW RE'CYISSPECIFIED) P R R N F 4' I 2.1MCKE0'LOMM E RIO •CS•ANCHORLCCATIONS QAEWHME'GSIS SPECIFIED) P F F I I ?T CK20'CCMM EXTERIOR 'C0•ANCHORLOCATIONS 15 (USE W RE'W IS SPECIREM) P R F P I lu� HaaNSlu 1 Jamb 5 P�mok ] PRODUCT REVISED as co nplKnx, with the Merida NDA-Nn. 17-0420.06 4• ]� Tf :'14.2 N0.5870$ e =A0'• 31 4TMCKWCORRM EXTERIOR EXTERIOR 44-�CKW 22' EXTERIOR /r1", "CS'ANCHORLOCATION9 d-TiACN80'CgPNER RTIO nIUSEWImi ORI-OCAT S-C4'ANCHORLOCATION9 'ATIC.S V (LOEWHEAECe'IS SPECIFED) IWEWHERE'C5' ISSPECIRW) A.W F NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _ L7 VINYL SLIDING GLASS DOOR NOA (LM) 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE ANCHOR LOCATIONSD SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK mmuaNro2on Pcrua4mmE5Wc ENO CHANGES THIS SHEET. DISTANCE IS 2.375" 107 2.375' 2.375' FOR ALL HEADS AND SILLS: R J ROSOWSKI MISGD5570IHI NTS Al 14 OF 21 1911 MD-5570.0 I&$IA I m HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 135" CORNER CLUSTER ANCHORS LAYOUT: - PNWONLOGTIMl9: 11TJ 4" 4' ' 4° 4' 4' HeSNSilI 1 MERIOR EMERIOR 'D� 5 3.22° �I"� 4. EXT�ERLIOR 4. EXTE R IOR Rhook 2•TMCKI3VCCRMR 2-TRACKI3YCORNFA �% 2-TMCK13VOORNER V 2-TMCKISS•COR14ER V .N-MCHORLO IONS 'CO-MOIOPLOCATIONS 4PANWORLDCATWNS Ya-P ORLOCATIOM (USEMFRE•GTISSPECIFIEI (I19E WHFfVE'CE'IS SPEGRED) (IRE WHERE•CS 133PECIFlw) (USE WIff.HE'CS•N SPECFIED) 4" 4' *22:57 4" PRODUCT REVISED 4° c 4' scomplYYlng 1[M1 IM1e FIOXtla Bs...D CodRW xoA-xo. 17•0420.06 1]r]IIIF��•• E.PhEtIau Da(* 04/7��4/2021 E%fER1OR ]� E%fER10R EMERIDR EF ir- IIILLL V 3" 3.22" mmm aucL con[.o 1MMIWCOMER C7 YTRACK 135'CORNEA 3-mCKt35'COR04EA 1TRACKIM-CORNER 'CPPMCHORLOCATDNS Y ANCMORWMtIIDNS Y-ANCHORLDCA=145 'CS'ANCMRLOCATK)NS (USEWNEAE'0'I8SPECIRED) (USE WHEIiE'CS IS 3PECIFlED) (USEW RE'CTIS SPECIFIED) (USEWHE11E'C5'I8SPECIFIED) N 1 4' 4' 4' 4° \.�"OpY LYNN ,",� c10. AIC...... J?' -, 4 TFFf' No.58705 IL 4° 'A� •'• s h o(• 7 i' [4�� RIOR EMF.RIOR a EMERIOR EMERIOR (`; F=S•{`���qy Ty 3.22""s'•.(ORIDP..:'�[l. aTRACK3 COMER V 4TRACK 1u•wWIEH 6TMCK13TwN6A aT mlll15•CORNER vv �A"; DIV, ENG`��` •G HORLOCATONS 'CB'ANCNORLOCATIP`15 'C MCHORLOCATIONS 'O+'NICHORLOCAPONS 1NI1111110' (USE WNERE'CY 193PEC61E0) (USE WHENECSIS SPECIFIEDI (USEWHERE'CS'ISSPECIFlEO) (MEWNERE'C5'ISSPECIFIED) ALVNNMILLER. PE. P"SSx3 NOTES: RawEePERrux }DINE Eouovmlolu•coKxea i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANf.WIq 111G0d11 R VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05/15 T35' 21 DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE 1 SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 14 3ROSOWSKI Heo8130 T ,IvM 5 3)TRACK-TO-TRACK COP'R�.0 °aWirs TR ww� es..+e NO CHANGES THIS SHEET. 04/05/17 P4apk T DISTANCE IS 2.375' LL 2.375' 2.375' �a ) 1070 TECHNOLOGY DR FOR ALL NERDS AND SILLS: d N. VENICE, FL 34275 041)(gg -080.1800 _ SGD-6670 MS 15 OF 21 59 MD-5570.0 $ A 941)FAML? �6 BPL CE LOGnON 4" EMR�7 3.22" V Y.1MCK50.10E 'C9'ANCHORLOCAnON3 (USE WHER E'CS 19 9PECEIEO) SPLICE IOGnoN 4.75- EKTEFUOR 4' U U. ARSTWIMCHM SPLICEGT 'OICN9 (WE WHERE TS'19SPECIFIED) aTRAEK9PucE YPANH CAnONi (USE W1E:REW IS65PEC61EO) 01 wvr�-1 11 0� �0 SP C LacAnoN 4" E)(TITE7MOR —3.22' �J 3-iMCKSPLKE 'CB'ANCHORLOGT&MIS (USE WHERE'CS IS 6PECRIETI) BWCE OG CN 4' EI(TERIO —3.22' fl AT Oft LOCA C7 'Cfi'AN61oR LOCR110N3 (USE WHERE'C6' IS 8PEC6¢U) 'TM SPLCE 'CS'ANQIOR TIONS (115E WHERE'C6'ISSPECIF®) SPLICE SRC LCCA14]N LOGnoN 4. 4.. EKTERIOR EXTERIOR HaadlSill cc#1 S-TPACKSRCE 2-TPACNSPICE Jamb 5 'C9'ANCHORLOGnON3 'C6'ANDIORLOGTCNS P4tack 7 Il6E Vrt@PECSISSPECIFlEC) (USE WRFAE'C5.55PECIFlF➢1 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4" +1 1+3.22' 4-TEACKSPICE 'G'ANCHORLO =M MSEYMERET ISSPFLIFIEO) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE 1522.375' 2.375 FOR ,FORANC HEADSS AN AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVALAND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (USE WHERE TW IS SPECIREO) aTPACKSPIJM -Cfi-m"0111=AWNS (USE WHERE'CC IS SPESIFIED) PRODUCT REVISED plyin� with the Florida Bending Code No". 17-0420.06 No. 58705 VINYL SLIDING GLASS DOOR NOA (LM))E 10105115 ANCHOR LOCATIONS F pb• J ROSOWSKI IN NO CHANGES THIS SHEET. 1-8104105117 1 NTS ICI 16OF21 1991 MD-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES MOLE INIERLOex SWOIE WI .1c FWED LOCKSTLE ASTMGPL ASIRAWL GIIISIDEW ASTMOAL MSIDEPo• ASTMOAL OMIM13V ASTMGAL INSIM137 ASRUGAL INIFRIOROR OUT IN SnLE WIHAIOw BOX OUt BMW RECEVER REDS R RECEIVER RECEIVER EXIEWOR GLPZPD SINGLE thnnI F PP K L L TC TA TV TW ourWMILMSINGLE SINGLE -- A C C SC SA SV SW Lu INmArwO P6YPo `o_ FDOED S1Mi rRR S own(PortsUJ S FC FD FV FW LOCKSTREUJ ASTMOAL BOXO01 U LLW A ` U W E ^�� AT AS DF AS MCA D" c VT VS VF RECOYM IN. 1 O L /I T WS WF RECFJVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F' SHOWN. PANEL NOTES: 1) SEE DP(ANCHOR TABLES 1 8 2, SHEETS 7-8 FOR PANEL SIZES S DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 00'. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES INI[RwCK ASTMBAL '�••''''11 DOUBLE M LGCM1STII£ �,_p..N.� WERUDCK JLOG45nm PSTMOAL SD $INGI£ C ^- DOUBLE INERLOCK �,-I�,.�..nnj"3 IN WCK A°° IN1ERwa C7 C1 ocrcsn E UASIMGPL 11.��f—f ywwv�nL.l _— LaKSnLE DOUBLEDS SINGLE INTERLOCK TEaOC INSINGLEH VINYL SLIDING GLASS DOOR NOA (LM) PANELTYPES NO CHANGES THIS SHEET. 3GD-5570 NTS S 17 OF 21 PRODUCT REVISED O.Ndplying with the Flodda leB Chile No".. 17.0420.06 apuunp ONY LYNN ��� ••U1GEN@F �`� Pr lot 15 z * i No. 68705 JROSOWSKI di 04/05/17 '�O ••. STATE OF) MDSS70.0 9 01 A ALYI P c. L-fi.075-�I 10.635 t 540 291 061 �'1 r--.550 100 0 0 12 P O o 1.681 OB2 930 r 1.928 100 �� 5Q[p]�-�I�J���� F ME SCREW .301J INTERLOCK CAP, 02 TRACK HEAD/JAMB 08 4TRACK SILL OCOVER(PVC) QANCHOR PLATE QTRACKINSERT 10 EXTENDED POCKS -8.250f. -y 8250 o o9� 1-813 D 8 113 G`J r�-J© -1 00 J d O 03 TRACK HEAD/JAMB 03 TRACK SILL 10.026 �O try 5.876 -} 100 .81 -181 00 KH❑ g -- (D 4TRACK HEAD/JAMB 02 2 TRACKSILL 570 2.833 y 1. TOP, BOTTOM ® AND STILE REINFORCEMENT 252 949 r1.9 1.000 1.435-j'r^I ,062 LI21.613 •�0 2.060 --o--.osz I � ���r0017�-��r0077��` 7oeD 71 SOUPPORTRAIL 12 O TEERR SILL O�LTRSILL ACK QP-HOOKADAPTOR -� 762 51178 , oo0 .080-- - 18 P-HOOK I 1� 2.975 .D94 r26,4,-�1 040 }..��' III��� 54D .291 .061 229 _L,.J 3.000 �� 076 ` 6 .026 t r-Y 82-�6�.0)2 iB EXTENDEDKEEPER KEEPER @BAR COVER BAR @BARFORLEMENT @ FIXED PANEL CLIP ®B�gTE RCEMENT 1.825 1.696 I-+- - 1.595 i- j ,309 2896 L ^ �( J]768 3.483 (2526 2,368 II 2,788 '4� 2.0'26 ,312 �07D 2210 300L-.168 -.l .182 .120--1+-.182 .120 2.281 .0 ,r1,0 ) EXTENDED POCKET AND STILE REINFORCEMENT, ©I REINFORCEMENT, �IREINFORCEMENT, REIN ORCEMENT " INTERLOCKADAPTER COMPOSITE STANDARD HEAVY -DOPY REINFORCEMENT 3.452 1.472 25 9.209 725 2.176 070 136-CORNER 8136•CORNER {' ASTRAGAL PASSIVE MOUNT 37 ADAPTERK © ASl'RACAL ADD -ON QAND BOW, RAIL R 328 I-,--3.345 � NOTES: 3.713 f 919 1)SEE SHEET FOR .Ofi0� 90 SILL RISERS. .046 1.500 3.3.346 O80 Ofi5 2)SEE SHEET A 1170 1"-220 A4ll .018 FOR SCREEN PARTS. ALL ®ASTRAGAL CAP, ASTRAGAL CAP, �ASRAGALR 40 ASTRARGAL CAP, ASTRAGAL CAP, INER @ 90* CORNER N INCHES. ENSIONS EXTERIOR INTERIOR EXTERIOR INTERIOR err -22 {�I8�I338-.-] 201U (i ,009 ,DD L ® INTERIORJAMB COVER PRODUCT REVISED NOA-s compl in wIN Ne FIe64a pp fed NOA-Nn. 17.0420.08 ExpimtIon pate 04/14/2021 --j.912r� �012 .210 ,252 -�'� .17306' 002 S VINYL SLIDING GLASS DOOR NOA (LM) 10N5l,5 No. 58705128181 1281 1261 '7.267 _ #--z_ c _ TQ� EXTRUSIONS m^ J ROSOWSKI �-D : O:; 7116' 7/1B' ®1-1/16 ®7-1/i6' ®14/18- oamwmrtovotr w*wousmos,nc NO CHANGES THIS SHEET. 4M C4105/17 SOUAREBEAD BEVELEDBEAD BEVELEDSEAD OGEEBEAD OGEE BEAD 1070 TECHNOLOGY OR N. VENICE, FL 34275 11 �94^}�10,0.1,6„0,- ySGD-5570r1 NTS 1B OF 21110 MO-5570.0 49A A.LYNNNNMM�S,PP. r BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: I 9 B �� B (� 128 100 &'\�' ❑OIIyf 121 U9 138 13B 132 ❑ 102 im 1m eu e� 111 IOB 11B HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 1m EXAMPLE 116 _ �• 101 111 ox J3 191 121 P ❑ v 108 ❑ I 1 - y v U —\n 1 111 la 9 6 d 1 9 6 OIIB / fle HORIZONTAL SECTION EXAMPLE tm n r 1m 104 HORIZONTAL SECTION Ilr iD81 f"- f-.--1.081 1m EXAMPLE-��^II���,353...I 7202 -}��11 1ne 1ne 5 B75 Imo_ .875 °°��1'� 1.020 •-Y�-'050 +ice---.050 .045—'•1"--1--t� 1m FORAMEN 131SDEEEN RAIL, Ia ASTRAGALSCREEN O 1.993 1.9933 1.8y74 RAIL LATCH ADAPTER ,082-�'1-�-'062 L .062 PRODUCT REVISED BOXSCREEN BOX SCREEN BOXSCREEN plyl Im No Florida1W 101 l0 7.435 as urCeaeW TOPRAIL. BOTTOM RAIL, SIDE RAIL-l-y-.-.725 N0A-No. 17-0420.06 Iv .768 .782 EaPlratlon Data 04/14/2021 D n9 u4 1.020 I+- 1.593 1373 (~ 1a Im T�-1�'040 .062 miam- a roaad0..tro 101 la ASTRAGALN� 1xr SCREEN FRAME ILL D 2 4 e 1.8j72 .056 1.833 063 a 4 B ADAPTER ADD -ON o J_ 1 u .372 6� (BECKSCREEN Iw SCREEN IDBBOXOSCREEN 6� INTERLOCK SNAP -ON ASTRAGAL VERTICAL SECTION RUG FLAP ADAPTER VERTICAL SECTION �����Ny LyNN�/ r EXAMPLE EXAMPLE NOTES: 1306--{1487 1) ALL DIMENSIONS IN INCHES. UCENSF+.(/rr --11.343 r- 1055 �_ I� = *�• .rp .050 1.510—:roc VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ 10. 55705 *_ F, —0 SCREEN DETAILS%' JROSOWSKI =p i, �')Iq_ BOX SCREEN 0%SCREEN BOX SCREEN HEAD RIF %O,p'. STA"rr6or N 1m ASTRAGAL 10i SILLADD-ON tm ANDJAMBADD-ON cormlmlromv wrw0uaenlegwc NO CHANGES THIS SHEET. �� D4105/17 '%�`ss':`40RI0P,. PL.flIGMIS PPSERVED ADAPTER 1070 TECHNOLOGY OR rr;�NgL1EN11`� N. VENICE, FL 34275 (941)-480-1600 ASGD-5570' NTS S9 20 OF 21 S€ MD-6570.11 k$ A A1rNN wuER, p.C. MRT.Q1..vNAJ N RE.IBBmS TABLE C' TABLE D: BOX SCREEN # Pan Deualptlon jRgfdPV0 TABLE E: STANDARD SCREEN 10/05/15 S J ROSOWSKI �804105117 �� MD-5570.0 E q PRODUCTREVISEDwith Me Flladda em1dr., God. Ntu- .. 77-0420.06 ru,imuon not 4/14/2021 ``xxxaluY Ll'rr'b t.y Ns. 58706 v' �/j= •'} ���'•. ✓� ��` �43aS ........G1 �O L. jilk1ENsx`�° ALYNN MILLFILPE P.6n se>os NOTES: 1) ITEMS 014-16.4649. 53-59. 73. 74 8 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. wPralauroxav Mo ne"musnass,INa VINYL SLIDING GLASS DOOR NOA(LMj minml�p eProa tconwl PARTS LIST ENO CHANGER THIS SHEET. 1070 TECHNO N. VENICE, (941)-480-1600 � nx,mN.mam OGYam"mDR FL 34275 -SGD-5570� NTS 21 OF 21 yy 5§ el 1 19001 2-Troek Heed/Jamb C 2 19002 &Track 30 Rigid VC 3 78026 3•Treck HeerYJemb VC78026 3Track S01VC6 18027 4Troek HeadJamb VC8 18026 4Treek SN VC7 18008 Frem¢Screw Caar VC8 19037 AnchorPlata 4m819007TracklluaM1Ium 10 19084 InbAak Cap - Exlendetl Pak¢t Plgid PVC 71 19036 Bdtom Rail Supper! 6083TB Alum 12 180084 OuIe SW Cewr 808&T6 Alum 13 19077 51g Track Cowr RgId PVC 17 1g092 P•Hah Adaplu 6083•76 Alum. 18 18020 PHaak 808}TBAIum. 19 1B047M Extentletl Keeper 8089T0 Alum, 20 10020M Keeper 8083•TB Alum 21 18014 ReintrcemontBU Cowr Rigid PVC 22 78030 RelabrcamenlBu 600STfi Alum 23 190.97M Flxed Panel Gip 6063-7e Alum 24 19036'd Reintrwment Plate 6083-TS Akurt 26 19017M Top Rag, BaBan Rag and lmksgla Rtlnbrcement 8006-T6 AMn 26 tgp4g Canpas3e 9 18078M InteAaek .3DD Relnbmemenl; 66d. 9OOsT6 Aker. —Alum 29 18073M InlaAack .40D Rahbmemant HO 6005T6 29 1901SM Aaliagel Reinforcement 800S75 Alum. 30 117003 Eximtletl Pocket Waldeck Adaptor 806}76Mart 37 19006 Interlock Adaptor Rigid PVC 32 78008 Aahagol Atldcn RigItl PVC 33 19004 Panel Stile, ToplBdlom Roll Rlgltl PVC 34 18040 Intotla Jamb Cowr 6063.1B Allan. 95 19076 136° Caner Mtragel 8063TB Align 30 18077 135'Canar Aalrogal Pdauw Mount fi0B3Td Alum. 37 7007g 135'Cana Aelropel Gep•EYL RlgItl PVC 39 70080 135'Comer AaVopal Cap•Nt Rigttl PVC 39 18078 00'CaMr AatroBal 800&lB All°n 40 18087 00'Camer AatmgM OaP-Ert. RIdd PVC 97 18082 SO- Corner Ntragol CoP-ht. RI�d PVC # Part# Description Material 42 t8086 6111 Riaer-(&7/2') 80&3T6 Alum. d3 18027A 6111 Riser-(3112') B069•TB Alum. 44 190i34 9I0 Riau-(41176') B06&TB Alum 45 18024A 61II Rle¢r•(4y87 BOB3TB Alum 50 718808xV .187° x .3N' FlnaeN (Stile) fit 71696K 1-V7 z 1° x 3/4° Fin Seal Duat Piug 62 716% Oval Plug 60 dtB017 Inlalgck dip Cave PVC S7 78763% Tandem Roller Assembly SS 82 78153N Tandan Rdlu Asaembiy Nylon 83 7BXIbFPT% iW %3(4' Ph. FH SMS Q Roger 8 Relnt 55 64 419042 Frome Header Black Nylon BS 48052 RgOtt A4. Hole PNg PVC 68 44305 4 Hole Bumper Step PVC 87 78X114FPTX #e x 1-1/4" Ph. FH SMS QBumper Stop SS 89 718gS0 Slil Plug PVC 89 7B1B6X Gamins Marisa Luck wllong Ttlm plate Steal/SS 70 71032%1FPF7( 1D32x 1°Ph.FH MSQLack SS 71 wriea Handle lDt Cast Zmc 72 18054 Interlock RWelnu Clip Nylon 76 Knmmedhg dSG 7P5 Spacer5ystem 78 Guarmx Super Spacer NUv4N Xtl Molt Butyl Sae Sheet 10tr 77 Ovanax Duroaed Mat¢deb 78 CaN'ulairi Edge spacer 78 OPw Coinhlg S95 arGE-7700 Bockbeddng 5Ncona BD 1909D l/18°StRaro Baetl Rigid PVC B1 7l18"Baeled Bead RIg10 PVC 82 t8041 1-0l76" Bmelatl Bead algid PVC 83 19045 1.1/18"01gm Bead RigItl PVC B4 18078 tJ' 16" Ogee Bead Rigid MO 85 77H6K Setting Block 1Q" z 4" x 1115', 85+/- 6 diro. Neoprene 96 71728K Setting Block 1"z 4° x 1/t6", 85+1- 5 dum. Na na W 781P9TX #Bz 1" Ph. PHSMSQ From Aeaemdy SS B7 78%114PHPT410X y18 x 1-1/4° Ph PH SM9 Q paint Be, SS B2 710X1PHPTIB-B)C #10 z T Ph PH SMS ®Re0 Support SS 93 710XI16PPX #10 z 1-1M1' Ph PH SMS Q Fxd. Pat. dip SS 84 77mQ6PHPT16BX #10 z 2.11T Ph PH SMS Q RdnL Plate/Ant 58 B5 77d20X126FPFX #72x 2.710"Ph PH SMS QH�. Bieck SS 98 71DXL76PPX #70x 13r4°Ph FH SMS QA.L Mount SS 97 710X34PP% #10 z 3'4" Ph. PH SMS Q Exl. Pkt. ht. SS 80 7701QPP% ' #10 z Ting. FH SMS Q Keeper SS # Pert# DescDptlon Matenal 1W 1725fi Box Screen Top Roll 60fi976 AI 101 122.57 Box Bcraen Batlom Ball 6063T6 Al 702 12259 Box Screen Side Rall 8083 Tfi Pl t03 fi4428 Bar Screen Interlock 60fi376 PJ 10d 17347A Bar Screen Snap -on Bug Flap fi06378 At 105 84345 Box Baran O>m Ae0apel Adopt" fi083TBPl 708 17349 Bar Screen Astragal Adopter EO6T T6 Pl 107 19039 Box Screen Frame SglAddm 606316 AI 1W 18038 Box Scr�n Hevd4emb Add -on 60fi3 TBAI 109 720X1X #1420xT MS QT¢p Foil SS NO T20X112X g7420z 7-1lT MSQ Bohan Rail SH 777 777930 Wale .270°x .167-Fn Snood 112 61805K Wslp, .18T'x.60PQBug Flap 773 7SRAZ Smnderd Roger Nylon 714 7$RAX HD RdIu SS 116 wrles Screen Latrine Herdxere Steel 118 419053 Sclean Keeper Stool 117 76%1PPA Aez 7" Ph. PH SMS 9tad 118 1fi92/3'4 Screen Spline-.t50°8d85" Vinyl 119 1816CA Screen dom Fibugless # Parl# Description Material 120 12033 Screen Fame Rall 6083 T5 AI 127 1202W Some Fear.-SideRail (Latch) 8083 T5 AI 122 17363 Screen O7S1 AsVegal Adaptor fi0W TO At 723 41153K Serean Vinyl Astregal Adapter RgId PVC 124 1B012B Frame $lll Screen Atltlan 8083 TB Al 726 fiFPBSK Bug Flap, SS+/-5tluro. vinyl 128 ]B)012PSAT5 HB z 1-02' Ph. PH 6MS (Asaemdy) SS 127 712027 Comer Key Whcal Assembly (Slantle�tl) ion 128 71202755 Comer Key Wheel Assembly (HD) &S' 128 modes Screen LaePrD Harhwre Steal 130 710Xf4PPSDA% #10 x 3/4' Ph PH SM9 Q Screen Ael. 8S 191 710(12PPSMSX pB x 1/Y Ph PH SMS Q OoarAat. SS 732 7B9213/4 Screen Spore--745 Vinyl 133 1816C20 Screen Cloth Rbemlass SCANNED St• Lucie County County MIAMI.DADE MIAMI-DADE couNTv o 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) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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: Seri; °°$$'5500.%P. , rn>�e ling Vln APPROVAL DOCLMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, 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. 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. TEIMI]NATION 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 ai d rfmoval of NOA, ADVERTISEMENT: The NOA number re d i-Dade County, Florida, and followed by the expiration date maycs ay a . ratu 1f any portion of the NOA is displayed, then it shall be done in its ee 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 I 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 Expiration Date: July 30, — Approval Date: November, 30, 2017 i %l2a/l !�7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. MID-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 installation 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 Edge"m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 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 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 a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test -Report 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.OS) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5te 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. S- 9.05 Manuel erez P.E. ProductContro �x liner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: Navember 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cowvfuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coraiNuED) 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 07/08119. 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 04/16120. 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 5t4 Edition (2014) and FBC 6t° 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. 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 NOA No.15-0519.05) 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) 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 gzp=g on 07/30/20. Man ere P.E. ProductCof roIE miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 A FUEFOE "'-1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACTRATING FJtAM0.ELOR �261/0'MAX.O.C.� 21-SAY Fdi ARCH -TOP RADIUSTOP WMAX BUCK WIDTH MAX. O.C. VARIES PER REINFORCEMENT LARGE80MALL MSSBE sm 12• NAM FROM /-HEAOFAISW.FOItALL H MRIALI. FRAMESEAM yl 3O• 1YMN%. wecom TYPES) LEVEL, SEE SHEETS 6T I IMPACTRESISLANT WB400W 1YPE9) 9HEET3� --� MAX.OD. / 10-MAX. FROM �- 52-1APMAX. BUCKWIOTH I� tY—MAX. FRAME SEAM SEE SHEETS 1-- 1-1/4• O, SEEbae 11 SHEETS �.— 30'NAX O.C. ��}-12-MAX �dfAEETii— .T_I MRo VISIBLE SHEET4 I I UGHTWDTH h eEE B. SEE _-3o•MAX.O.O� 12•MAx C. SSEr 6HEET3� tY MAX. FIXED SHEETS _ �— i i sxEET4 EOIMLLY T SPACED I / `LIGHT 1J-TAY MAX. O.C. BASSIST .0 T / 12M I EQUALLY 1>.>lB'MAX.O.C. ANCHORS PER SPACED)I II / —1— TABLES&11 �HEIGNT J— EOWMIY� / ANCHORS PER j / 61.Ta' SPACED 1T-Tl8•MAX. O.C. TABLES61111 I MAX, ANCHORS PFII I O I �, 01 BUCK TABLESBIl I 82• O� BUCK 1 —r MAX —1— RANT. I HEIGHT HEIGHT )C SHOWN f0•MAX.O.C. sumHEIGHT X I 4 _—.[Al MMAX O.C. X L /. I t0'MAX.IOC.HE MX�113311'MAX.O.C. EQUALLY EE I _/ 1 L_-�.-.--) /EPA/T SASH 13Y4•MAK O.0 EQUALLY _ l� T ///] ++I CED ANCHORS &11� '� A t µTASIE� I HEIGHT —�— µTESRS SPA&I�1 Sx 8S88 /C tIG MOL &1?MAX B_ JNOANCHORSAT6LL r Il�B1--_SASHNNSA 6 ORSATSEEBW.INEEP. B — LIGMWOH �NOTCACNIBL SeLUM.SUCKYMTHmNOTLHDETNl9, HO- rI 1 SEE SILL WEER 8.�--- 1-1/4• {` SEESLLLWEEP- 54•MA.BULN VADTH �NOTLN DETALLS. -NOTCH OETALS, SHEETS SHEETS SHEET SHUT ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITHSTANDARDCOTTAGE CONFIGURATION SHOWCHOREDN WITH THROUGH CONFIGURATION _ FOR CUSTOM COTTAGE WNFISUMTON UPTO ANCHORED THROUGH THE NAIL -FIN —1-1 Ll TES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75•HEIC SEETABLES411 (SIMILAR ANCHOR DIMENSIONS FOR OTIERCONFIGURATIONS), HAS BEEN DESIGNED a TESTED TO COMPLY WTTH THE REQUIREMENTS OF THE FLOWDABUIWING CODE, INCILDINOTHE HIGH VELOCITY HURRICANE ZONE (HwO. NOT REQUIRED WHEN USED INWNO-BORNE DEBRIS REGIONS. FOR INSULATES GLASS INSTALLATIONS ABOVE 39 IN THE HVHZ, THE OIRBOARD LITE (CAP) MUSTMMPERED. APPLICATIONS IN MMAI-0 ECOUNTY, USE ONLY MWr9-DAOE COUNTYAPPROYED MIUONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. MMASONRYUNRSANDCONCRETEWITHMDT.MLPERMN ORTYPE. KSLESSTHAN KORGREKARE TL3 BE CONSIDERED1XINSTALL SHO L 1XWSI BUCKSPE OREDMLIF UNRISw6TALLFDLOE T TOSUB6TRATE. tSWOD BUCK AI WE THICK SI GREATER1X AND 2XBUCKS(WHENRMIT SHALL RE RECORD, AND SECURED TD PROPERLYTRANSFER LOADS TOTHE SIRUCNRE. W000 BUCK DESIGN 3NISTHE RESPONSIBILITY SHALL ENGINEER, (EARLDR DRESSING OR OFRECORD (ANCH NCHORS -3MENTED.O BASEMATERIALSHALL BE BEYOND OR DRESSINGST SNOW.USEACHORS ALL BE IONS BY LENGTH ALAS BE OND W DMN.EMBEDMENT.OUSTATIONS. ;MERE REQUIRED DA EACH ANCHOR STRATEGY FOR WATER RESISTANCE OFINSTALLATIONSNALLBEGONE E HINTS CPNDIS BEYWDTHESCOPEOFTHESE INSTRUCTIONS. ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PROOUCTIS NOT RUSH TO THESUBSTRATE USE SHIMS CAPABLE OFTRANSFERRNG APPLIED LOADS. MU: GNLOADS BASSO N STRUCTURALa PRESSURE, STRUCTURAL GLASS PER ESTMGAND I LOADS BASED ONWATER STRESS ESIGN., STRUCTURALa CYCLE TESDNOMID GLASS PER ASTM E1300. S ARE BASESHODS ON SHOWN WASTE STRESS DESIGN, MD. IEMETHODSSHOWNHAYSBEEN DESIGNED TORESIST THEWWUSED CORRESPONDING TOTHEHREQUIRED SINTDESIGN PRESSURE THE 33-10% STRESS MEINOCOINCREASE OTHER BEEN SIGN OF THIS PRODUCT. THE UI LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS TMT WME INTO CONTACT WIM OTHER AM TO SHALL MEETTE REQUIREMENTSOFTHE QUIREFLORIDA ENUILDING CODE FOR CORROSIONRESISTANCE. MTOMEETS STRENGTH AND THICIINE93REQUIREMENTSPER CURRENT FLORIDA BUILDING CODE AND ETOBE REVIEWEDD THEDOOR AUTHORITY HAVING JURISDICTION. TEAT REPORTS FTL-TSO4 a TIRE; ELOO ULTL DESIGN NSA: ELOATION F R NSA: ELCO AGGRE-SAT NSUAFI [NERGI WINDOW ANDDOOR PROFILES, LTO WHITE a BRONZEILIGHIER COATED PVC EXTRUSION NOA'S: ATONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION, PNSVAF6PAN058ALUMNUM pASIBIN H91AWL BRESS REWIREMENTS TO BE REVIEWED BY BUILDING OFFNXAL. .ALL��OV MIAs �10. USER INSTRUCTIONS: PROMMCE>. No. SaT05 W NSTALLATIONCONDITIONS. 4) DETERMINS WE ANCHOR QUM11TY FROM TABLES 411. VERIFY WE ANCHONSUBSTRXM WILL MEET REQUIREMENTS MR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MN. REQUIREMENTS FROM THIS SHEETd ARE MET. 5) INSTALL AS PER SHEET FOR THRU�FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION, NOMMESIGN PRESSURE RATING DEMRMIMTION IS THE SAME PROCESS FOR ALL FRAME TYPES (1CJIMINEL. FLANGE, INTEGRAL FIN CR EOUAL LEMOn 10mTEuaoLom DRAPE N.VENILE.R31219 I841)H861W0 cmrcnanomli 40TL0B.9111691VG ixT� GB T! saOfM UPDATED TO FBC 2017. - JR 06/06/17 PRDDNpT RBWSFD az comPlyp� wN BNe FG[ido A�.rc. llaw I R By xf PI •Eeftw - D— Sy. AL NOTES & ELEVATION J ROSOWSKI ow HUNG WINDOW INSTALLATION - LM 05/15/15 SmM SM1 'MV Ab.DSHRw �500 NTS 1 OF 13 5500-01 B TABI aryq Description Nb sted from ExtedorInterior) a esDasi,uPSheeets 5 7/8'Untanned l.G.: I1W A Exeeor GP+ TIta AB Specs 4 Si amBmed;(2) Utw of IW A Glen Wth.080' PVB etedeyer 4,5 6 8 7/8'Untrated I.G.:f/V TExterior Cep+TAV Alr Space +6116'LeMmted;(2) use of 1/B' A One WN D00' PVB NtMayor 46 6 7 7/8'LaMnated LG:3MB'AExledor Up+31VMir Brace +N18'LUMrued;(2)Ulm of 11W A Gees With .O90' PVB lntsdaYel 46 6 6 IM Limnstacl IWIB•TExederCe,-TV AU Space +SHV Lantrated;(2) Ues of IM A G1. WN.080• FVB lnladayer 4,6 6 9 T/8• Lamlrob 11.0.: IIT A ExteMr Up+MW All Space+ 6115' Lcmineled; (2) UGe of 11W H Glen W1h.097 SG Ntedeyer 7 7 10 7/B'1-wNwled 1.0.:1/8'TE hnior Up+711V AIr See... WIW Lonnated; (2) 1 of Its- H Gan Wth.090' SG Nedeyar 7 ] 11 7/B'Lambuded LG.:3M6'AExteMr Up+TVkir Space +Mi6' LaMnelM; (2) 1 of t/8' H Gera WM.W SG W ,.r 7 7 12 71W LamNded I.D.: 3/16' T Eatedor Cap+ TV Air Space ♦ SIIW LeMwto4; (2) Ules of 1/8' H Out With .09(' SG Iatedayer 7 7 13 7/B•LemNstadL1.:1/B'A Exeder Gp+6118'AkSwm+7/i6'Lamnalad:2)Ut" of XIV A Glees WN.090' SG IModoyer - 8 ] 14 J18'lamNm$a LG.: ItT T Exledor Ce +wt6•Ah Space +7116'tsmtated;(2) Lute ofXIW A Gies vth.090' SO lnedayer 8 ] 15 7I Uraneted LO.: WIT A ExInMr Up+ Ile Mr Spew+711W amintef; 2) 1 of 3116' A to WN.CdO' SG lmedm.r ] ] 18 7/B'WnNeted LO.: 3I18'TExedor Cep+1M'Alr3pace+T/IB'Lamineled;2)Ules of YlB'AGIwo WN.080'BG Nadayer 7 ] Group Anchor SubstroY Min. Edge Olafanm Min. Embedmamr A 0108MS (steel, 1SS S.S. w410S.S.) Sou ere n9 (9G=0. ) I 1a18' Steal, A38• Steel Stud, ADM Or. 33• Aeminum, 6003-TS• 318' TV 31W 0.050' 0.0151•(18 Ga.) GO50' 3118' etest UOrocm P.T. Southern Pine (SG=0.55) 711W I.Wr Concrete (min. 2.85 kai) 11 1a18' Ungrouffied CMU, (ASTM G 2-112' 1.1/4' B p12 SMS (steal, I" S.S. or 410 S.S.) P.T. SOWhem Pine (SC 0.55) Slier 14118. Seel, A38• D.. Steal Stud, Gr. 33• Fw 318' 0.04 (18 Ga) . GO AluMnum, 6063-75' 3/B• O. . O.OB3' 1/4'sleel Ulinam P.T. SwInem Pine (SGa0.55) 1' 1.3/8• iM• steal Growers P.T. Soulhem Pine (SG=0.55) 1' Iva. 1/4- steal A80m-Getor P.T. Southern Pine (5140.55) 1' I -SW C Ile steel Uluscm Ccncmte(min. 2.85 keg 1' 1_14' UnBroutad CMU, (ASTM CAD) 2-10 1-1/4' 1/4' steel Crotetiex Uncrete(min. 3.35 k9l) 1' 14U4' 1/4'steal Ulbeem Concrete (Min. 2B5 ksi) 2-1/2' I-aw D 714' steel Usuallex Caamto (min. 3.35 keg 2-1/2' T-W UhgmWMAU,(ASTM CEO) 2-112• 1-t14' CAnerob min. 3275 ks1 1-1/7 1/4' steel AggroGator GroutaCMG, 37M CEO) 2' Y Group Anchor Subsbam Min. Edge 1XIMI Min. Em(ledmenP E 2-112' x .131• Common Nall P.T. SouIh.M Pine (SG=.55) TV 2.711W 2.101Bng hardf Rool Na0 P.T. Sc rUvNM Pire (SG=.55) 318• 2-7/16• F 010 Treshend SMS ($teal, S.S. w410 S. 5.9.) P.T. Southern Phe (S(3 .55) 1/2' Iva' Aluminum, BOWS' TV 0.05Y Stead Stud, Or. 3W 31V GD451' (18 Ga.) Simi, P36' 3'B' 0.050' 012SMS (creel, 18.8 S.B. w410 S.S.) P.T. Southern Pine (SG=.55) 9116• 1d/8' AlunWm ItOBW IS' TV 0.05T Sled SiW, GL 33' TV O.050• 1 GLASS TYPES 5.7.9,11.13 815 MAY NOT BE USED IN THE HVHZ ABOVE W. MIN. OF 3 THREADS BEYOND THE METAL u191SY:L31= 'UNGROUTE0 CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. .mmF 1. F...F.14.Fa Frame Gras Frame Frame Type. Optioru Conligs Shape$ Indollation Options that may be used (we flit 8) (ace Table 1) (sae Flg A) (wa Flg C) .... Nto 2X Wood FmmdBucksldp-shed 3, apgm 1 Fl(AM E4ud-Ute, SAob-ToBct., Thmugh Me frems....into Concrata/CMU- sheet 3, tarkn2 (n) 5-18 O&catesaw BCatlepa Aah-TapB Redus-Top dNe Wndow:-:. _-..Nraph l%Buekahip Iola CmcrettlCMU-sheaf 3, apOm13 ....Into Metal - shoat 3, option 4 ....Into M Wood FremelSuckstdp -shod 3, option 1 Ba/ Eauddlle, SmarolRecL, 7hmuh the tame.... Into CmcratNCMU-.hest 3, option ER 5-18 OFJ/ a Cftw Aafell RaSus-Top dlha"...... .... through l%Bukstdp into CcmM-shwt 3,opDon3 ....Nb Motel -sheet 3, rglbn d Trough the ... Iruo 2% Wood FrdmNBUcksidp-shoat 4, option5 .LChannd EWeFLIb, SWarolRect., WeEM in...... ,,,.Nb Mdd - Sheet 1, option (tlt) 5-8 O&LProdew &UKage Amh TopB Rodus-Tm ThroWhNe bwro....Nb2%Woad FremrlBuekstdp-nhmt 4, optlm0 Mdal -sheet 4, op6m 6 dlhv WMow..........Nb ....lnto2%Wwd FramdBucksldp-shed lm5 4, opt Ne0ml Fln EpM{lla, . 6 amyRxLThroughihe W ImepW fin...... ....Nb MeW-abed 4, optim7 5-9 Odal/Pmhw a C.tlepa Ash-Topd Ruse. -Top rough Th Ne 6rvre ....into 2%Wcad FremdBucke o W -shad 4, plkn 8 MeW - ahaet 4. WBm a d Na WMmv..........Nb FIGURE k FRAME COMRGURATONS Y EOUALLIIE ORIEL COTTAGE ---{ BUCK WDI I+ -y/.- u BUCK WIDTHI�- �v T 1flEGTANGUTAR � RADIUSTOP � � PACH-TOP WINDOW SHAPES AS ABOVE OR SIMILARARE AePPOVED. SNPPES MAV BE USED BY WSCRISINO THE SHAPE IN A BLOCKAND OBTMNWO DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROMTHE TABLES ON SHEETS 610. ' plc Fiy S,e' •!llF,�� * : No. 58705 •: * O 'MIN. OF9 m11EADs :pO•.. 1E0 IT,%•��� 1070TECI1NOLOOY DRIVE NVEN,FL 91215 BEYONOTHE �i�s':PL0R1D7•; :' �`` (941)♦861000 METAL SUBSTRATE Y/a, �NAL,r1x.` W�9m16ar� FlrllIGFR F... IT FC O O L& JCHM'NEL INTEGRAL FW O O FLANGE BO%Ofl EQUAL{EG Materiel Mr. Fr Min. F. Simi Screw 92 so! 120 kai I"Screw SI 0k.1 410Swew Wkd 170ke1 Eke AggreOmol® a kT_98 Fe1 Elw l0heCmID 410SSElco CnWRI 155kd 127.4 kai 1771ei 169.7 kal 6063T6 N.J. 16 ke1 22 kel A365tee1 301al What Or. M$teal SIW 33kel 4 Uil ANCHORS RE -GROUPED. - JR - 06/06/17 'A' -ANNEALED 'H'-HEAT STRENGTHENED '1•=TEMPERED PVB' =.09W TROSIFOLGPVB BY I(URARAYAAIERICA, INC. 'SG'= .099' SENTRY'GIASG INTERLAVER BYINRARAY AMERIC0.INC. vRODUCT R6`J156D .� w.,WYiM wkh du Floro'a 9witiny CWe n Plmm N=1 11 �0,05 ,uTiTu ., IMim DQY1 ifrYJ/1 ANCHORS/FRAME OPTIONS J ROSOWSKI HUNG WINDOW INSTALLATION - LM 05/15/15 SSMrt i500 NT NTS 2 OF 13 1 'MDSH5500-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 ANCHORED HORED THROUGH FRAME DIRECTLY OPTION WTOCONCRETEEC U. EDGEDISTIME ANCHOREDTHROUGH EMBEDMENT .I FRAME INTO2%W000 —�T' +{ I.— 1/4•MA%SHIM FUME OR SUCKSTWP. i T--- SEENOTE2,THISSHEET. O EMBEDMENT } FRAMEFRI DISTANCE EDGE RANGE�� 1B SHOMIN DIS �L - - 44 BALANCE MA% ttPE VANIES SHIM ttP.ANCHORTYPE, 42 WRH SASH 2 TYP. ANCHOR TYPE. EMBEDMEN�� ^ WEIGHT EMBEDMENT AND EDGE DISTANCEPER a Q DISTANCEPERSUSSTRATE, SUBSTRATE, .' SEETABLE2 SHEET2. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND lX BUCKSTRIP INTO CONOREIEICMU. SEENOTE2.THISSHEET. I� EMBEDMENT 1/4•MAISHIM 17 I EDGE DISTANCE O18 SEETABLE2,SHEET2. j I EXTERIOR BT FIXED VISIBLE FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDM LIGHTLIFT flP1L FRAME LIGHT - NOTES: BHOWN BUCK WIDTH --._.... HEIGHT FORAEL WINOOW9: HORIZONTAL SECTION A -A 1 ANCHOR�355• _ L- I 48 MOM END 21 CENTER.ANO AT 9UBSTRATE.APPROPRNTE 22 FORWINOOWS ANCHORSUSTEDONTABLE2 /72 OVERSB•WTOE: SHEET2 FOLLOW EMBEOMEWANO DARE APPROVEDL L D O ADDADDRIONAL EDGE DISTANCSUMRS.ANY MAY BE VERRCA d6 48 d) SCREWS cl8 INSTALLATION OPTION SHOWN MAY 14 08 FROMEND, BE USED ON ANY SIDE OF ME ..D FORWINOOMMM WINDOW. 1W MI. ROTTOMLOCKS: SHIM I �� BUCK 0 18 ADDADDMON 21MASONRYANCHORSMAYBE _ HEIGHT S�QB USED INTO WOOD AS PERTMI.E2. SHEET 2.ALL WOOD BUCKS EE95 BS 30 FROM ENO. THAN 1-1R• THICKARE TO RE SASH CONSIDERED 1% WSTAURONS 1% EXTERIOR VISIBLE WOODBUCKSAREOPRONALIF /ti LIGHT - UNIT IS INSTALLED DIREMYTO Y' HEIGHT MOD OD BUCKS OPT. J— USE EITHER OR GREATER. WAND 2%DUCKS IIILj1'pq LATCH OR (WHEN USED) SHALL BE DESIGNED INTERIOR 81 91 SO 80 BOTTOM -BOTTOM LOMUNIT TOPROPERLYTRANSFERLOADSTO FLANOE THE ESIGNADJSTRUCTURE- TN TIGHS FRAME WEEP LOCATION. &5/B• OESIGNAND INSTFTHEENISTHE SHOWN NOTCHESAT ( _ FROM SASH END. ORAR ITETTYOFTHERNGINEER EACH END. �-1 ORMCHRECTOF RECORD. I. a)MSIBLELIGHTWIOTHOR HEIGHT INSTALLATION 87 (ALSOREFERREOTOA9 DAYLIGHT OPTION OPENING) IT MEASURED FROM ANCHOREDTHROVGH EWN.iECdBO% r1/d•MA%SHIM BEADING TO BEADING. FRAME INTO METAL QUAL4. GISO - - ' NOANCHORS REQUIRED IN ' . FLANGE OR EOUA o • FRAME SILLS VERTICAL SECTION 8-13 VISIBLE LIGHT FORMULAS WIDTH ®SASH:BUCKNADTH-,LiM ® FIXED UTE: BUCK WIDTH-d tIB• HEIG QUA:wm SUCKHEIGW2-3.16/16- * NO.68705 PE. DIBORDFULUNGL - SMS(0LUNG- SMEE TABUE , TABEE2 SHEET2 TYP. ANCHOR TYPE, EMBEDMENT I1I III - •' DISTANCESuDsm SEE SHETARL EQUAL -- .EGRO% FRAME SHOWN STEEL STUD. 1 SHIM EQUAL L� EQUAL ' FRAME SHOWN E>]FRUOR fl INSTALLATION V OPTION ANCHOREDTHROUGH FRAME IWO MET& RE%Psm 1070TEQHNOLOGYDRNE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N. WHIM Ft. SOTS _ _ IBa1)deDleoD SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 camortomn WTFWDII�S.K Toile NaCAG Smb: 9neef: pmNq No. Rx MLwwm� SH-5500 NTS 3 OF 13 MD-SH5500-01 8 CFAT.OFAURLD�3B6 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME IMD 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTIONS EMBEDMENT WO)DFRAVEORBUOKPURSEE IM02% WOOD FRAME OR ANCHOREDTHROUGHINTEGRAL 1— EMBEDMENT_1I. NOTE 2.TNIB BHEEf. BUCXSTRIP. SEE NOTE 2,THIS SHEET. F� EDGE DISTANCE FIN INTO2X WOOD FRAME OR O 114-MAXSHIM BUCK -STRIP. SEE NOTE 2.THI5 EDGE DISTANCE 16 1la` MA%SHIM SHEET. - TYP. ANCHOR TYPE. SASHNSIBLE //,, JCHANNEL {� �'" ENCE PERSUNOEOGE 18 LIGHT WIDTH r `T FTUME \ 1 DISTANC TABLE2BBTRATE, _ SHOWN 1 SEE TABlB 8HEET2. _ o �. (SCREW SHOWN) —O BALANCE EMBEDMENT _ TYPEIGHT - O L I,MMSHIM 42 WRHSASH \ EMSED ENTANPE. DISTANCE GE WEIGHT 64 300 EMEEOMENTANOBDGE u 3) _ BEE TABLE 3,SHEET2. ERIOR TYP,ANCHORTYPE 18 (NNLSHOWN) �o EXT-' (B7 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE V 3 FIN DIBTANCEPERSUBSTRATE, FIXED 19 2011 OPT.SASHTOP LIGHT WIOTI FRAME SEETABLE3,SHEET2. VISIBLE JLIFT MIL FRAME I SHOWN (MAIL SHOWN) LIGHT HEIGHT FORALL WINDOWS: NOTES_ SHOWN �\ 1 ANCHOR 03.55 BUCK WIDTH 49 ,y ll FROM ENDAND AT 1)USE ONLY HORIZONTAL SECTION C-C Q 21 FOD,IN. SUBSTM USTEDiONTM- 22 FOR WINDOWS ANCHORS 2. FOLLON TAELES2&3 OVER36'TIOE: OF AND EDGE T2. FOLLOW EMBEDMENT 114, MAX-�..J OAOEAPPROVED MUWON. FBC COMPLIANT ALVMINUMISTEELFRAMNG OR STEEL STUD. Lf 0 ADDADDRIl ANDEDGEDISTANCE NSHOLIMITS. ANY SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTMTE PROPERTIES.TABLES2&3. SHEET2. 45 46 4T SCREEN 018318' BEUSEDONANPTI0M9HOWN MAY 14 35 FROM END. BE USED ON ANV SIDE OFTHE BUCK o FOR WINDOWS WITH WINDOW. HEIGHT 50 O \ SB ADD ADDIDOMM. 2)MA.SONRYANCHORSMAYBE / LOCKIS BS00RDRILU G SHIMA%. (q�B I. SCREWS(a) USED INTO WOOD AS PERTASLE2. 5EMS -051 SING SHIM as 30 FROM END. SHEEi2.KLWOOD CK ETOBEE55 TABLES2&3, SASH CAN CONSIDERED I%NSTEALATIONS. SHEET 2. D EKTERIOR VISIBLE 1XWOODBUCKSAREOPTIONALIF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT USE EITHER SUBSTRATE, WOOD SLICKS I.18 OR ODEPICTEOASO(ARE1.14774ICK Be Oft BOTTOM OR GREATER. IX D DUCKS OPT. LOCK(SHEET 3} AN2X Q (211' B1 30 63 TESTED UNIT TTOOPROPERLEM YTFUNSFERALL. BE OADSDESIGNED FIN ANNOR 31 INTERIOR LOCATION: 659` TO THE STRUmn. WOOD BUCK a FLANGE REMOVED WEEP 3 :F5— FROAI SASH END. DESIGN ANDINSTALIATON IS THE INFIELD NOTCHES AT BO IN NOANCHORB RARC31ITECTOTRECORD. FRAMESHOFWN EACH END. \ REQUIRED IN FRAME T SIUSIFANCHORNG 3)NSIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTE�R1IOR INSTALLATION THROUGH FRAME. (ALSOREFERREDTOASDAYUGIIT OPTION OPTION PRODUCT REVISED INTEGRALFIN 1N`AWl( OPENING) IS MEASURED FROM V ANCHORED BEADINGTO BEADING. EIMBMETA.L AN(INTERAL es m�opplgwl0l@PLiNv ade FRAME SHOWN SHIM INTO /,2 WTEGRAL FIN INTO METAL FIN 1-A40S (INTEGRAL FINIFLANGE REMOVED) Al-/111111111 Mixp�enm Tb/% ,�� CJ T 3rX1E5-WEEPHOLE —�-- -- F �� �1�`�•"" "'••.1/ a uGEM, ••.((''O RaWlox E Imnen D.Va uy /�1WICOVER 02.Br U FROM EACHEND. 1- _ W;` •;tp ; nnlwll merlm„nc �L}' VISIBLE LIGHT FORMULAS _ ;#.: No. 56T05 EMBED NTHAND EDGE DISTAYM PER SUBSTRATE, ='— EDGEDIjSTANCIS —L WIDTH OSASH:SUCKWIDTH-6-1M' � I .•(�. MvlPlfen. OA°'" " SEE TABLE 3. SHEET 2. --1 EMBEDMENT® FD(ED UTTE: BUCK WIDTH-43AB' ��.'. 1WBTECHNOLOGYDRNE J-CHANNEL& INTEGRAL FIN FRAMES JROSOWSKI� (SOREWSMOWN) HEIGHilEOUALi11E1 �'O ' V/� 'i Fs''•ORIOA,.' N.VENICE, FL362T6 T2t Ikfc INSTALLATION OPTIONS VERTICAL SECTION D-D BUCK HEIGHTM-3-tbllti '%,,sr0' ENS �� NALII�ILL� N1 (�°P'!BA0W0R SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 2„1 FBfWWR1F$IaL SeMaSH-E SN '; ' Rm INT02XWOODFRAMEORBUCK. STRIP. SEE MOM 2, THIS SHEET. "'L PE ,4yNMDA y SH-5500 NTS 40F 13 MD-SH5500-01 7D' B PZM"LER PEF sdTpS CERi.OFAVTH. a/9288 -1 7IB .NOM. —I 7m .Nom +{ 7R'NOM. 7/6'NON r- —I 7A' NOM. 51W A/A PVB 5/16' BA PVB 5/18' A/A PVB 5/16' A/A PVB 5/16" H/H SG — 7/1G'AIR SPACE 71i6'AIR SPACE 3/8'AIR SPACE —A 318'AIR SPACE 7/16'AIRSPACE- 1/8" A GLASS 1/8' T GLASS 3/16' A GLASS 3/16' T GLASS 118' A GLASS— EMMOR E%7ERtOR (�EMFFIOR aE%7ERIOR E RIOR GLASS TYPE 5 I 6/16' H/H SG I 7116' AIR SPACE 1/8' _T GLASS EXTERIOR Ib]0 GLASS TYPE 10 GLASS TYPE 6 7IB• NOM. 6' H/H SG AIR SPACE 16' A GLASS a EMERIgI ]b]0 GLASS TYPE 11 172•NOM.GI.ASS GLASSTYPES0INR000N SITE TYP, ' 16MYNOTSCUSM , 4) b bG17NNEL OR �INTEGRLFINFRNAES J OLASSTYPES6, 7, 6, 11.13 ' 815 MAY NOT 6EUSEDN � THE HVHZABOVE SD. GLADNGNOTES 'A'=ANNEALED TYP. GLAZING DETAIL 'H'•HFATS7RENGTNENED T-TEMPERED 'PVB'=.O TROSIFOLOPVBBYNURARAYAMERIC4LNG 5G'•.060' SENTRYGLA ISBY NLR YAMERICA INC. FOR LAMINATED GI NG COMPONENTS, SEE TABLE 1, SHEET 2. GLASS TYPE 7 7I6•NON I�- 5116" H/H SG- 3/8' AIR SPACE - 3116' T_ GLASS- �EX7ERIOR GLASS TYPE 12 7/6' NOM. I-�- 7/16' AA SG — 1/4' AIR SPACE- 3/16' A GLASS- aE%TERIOR GLASS TYPE 8 —� 7/6•NOM. r— 7/16' A/A SO 5/16' AIR SPACE 1/8' A GLASS aEXTERIOR 7000 GLASS TYPE 13 7Z HOM. 7/16' AIA SG- 114' AIR SPACE - 3/16' T GLASS- <3EX1ERIOR 7/16' A/A SG — 5/16' AIR SPACE— 1 l8' T GLASS - a GLASS TYPE 9 7/6•NOM. I�-- GLASS TYPE 14 v N II Pk6➢OCf R6YLS'ED GLASS TYPE 15 GLASS TYPE 16 a. 11.g ca,6 „l Wuul a�wnmPP,NP7T fl• "\ ]� RMyyc P�minn D. `� �aGNY LYNry •' UCENSF:%J�j,�� n:in I ade P�Pdxl * ; No. 58705 - 2 *_ n ='0 Br GLAZING Onm =P :. %2 1 f: �; 1D7BTEawoLocvoRlvE GLAZING DETAILS J ROSOWSKI �,n'•. 5T OF �(O�� N. VENICE FL34TR (C '•.F(ORIDP,�' Cam.: RM1HB l= In/s mlc 7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 7uwumusrxvm salsPSH- sN 51wE A.LrP"UERPM SH-5500 NTS 50 13 MD-SH5500-01 B PFiEB]O6 CERT.OFAUMB1B29B TABLE4: Ju.ryne Dxbn Pnuun,eNlr 44f4➢ •AlDA 4MYw1 e FwM.sm.n ma Sun SCC YIaPVM1 ANCHOOR fiRGROUP AUPANO OVAMITY. I HEADER MEE ING RAIL IIII ASH SS ' l RAM LEVEL Ri REINFORCEMENT & GLASS TYPES 5.6, 7 & 8 (REINFORCEMENTS SHOWN M FlGURESAeOVE APPLYTOALL FRAMET6 CONFIGURATIONS) ��' 4 bl lrwl p ➢J�Oe� Cwei¢Nbpn JNmMYYf �eEm BW lbyn W Xw Dni➢n Plauun,eMa' Gmm 5115 as Ey1W aml mn .Ra •mn mo 6bJaECmp usn.ISau •mo -ma Wu ia➢ m Epollb 1189.uble •mo .m➢ .ma ano uma.inor um.fl.sm .¢o .m➢ wsa ino rau ain.aae •aa➢ .roo •m ino abJ.Stauw le w -R.o •ma iao It.F.wm ...... n.m,mm I. I. .m➢ •ma .mo 6me.elw.. wR.nme .sso o .mn i➢o nm-u.s15 Mlo -Aa Wa mo T.1 w.I M]. Aman .ano -mo w5o .rao wmm. msn.asm •sso .mo .ma .rao 6uJ.irm•a ami.msu WIa in➢ .mn .ma ERWa asn.mu w3o o .m➢ .mo ouri.CpvYx Ilsn.msu .oio -raa W➢ ano p.pb6h. IliN.libn KSn .mn •m➢ in➢ emwl mm�esu .ea mo .ma .ma T. slw.3sa1 .iso .mo •mo ino 6utlNUlpe melr.]INi WM1 EpWN meD.m51e •p10 -mn K3a ina ¢mmF� ian-m5u .es➢ .no ws➢ ma O.trq 6. A.. .MA Mi Y •6a o.mo6u. men. wile aso .na .4w .me am+ml -- Iwr.lxaw .mo .ma .ma mo g Taw aa..v.5n .Ssa -mn ! 6rme.eml.m am,.amr wsn .m➢ . mn mn �FmJw. asR.asu w4➢ iaa .ma 7FT m� n.4v6Y ail]-msu •65n -R➢ 63n ina N.wmsi..r ]en..". aw .me .ma E. mo 3Y,j Vabn6G M51]-I]bY •mn in➢ m➢ Gedv6e5 13m1-H3u MSe 0 in0 m•Y I u.m.Sule W4a -mo .aa mo rJwl ain.waw .ash me •mn me v.J.➢rm.m m.in-]esla .es➢ .m➢ .mn mo EpWSJ msn.aan •wo mo .mo .m➢ 6WWPyr asR.aaw .esa .mo .mn ma m o.m. w. mmr-rile .u➢ ma web mo O.bnSL 11.St1-m51a •Rn -me W.n mn Osbe Bt. 115R. N]le •51a .mn •m.➢ ml GV0'n6t. +SMi.461a •il .Inn •ma M] 51n1Y+ II.tl1.4l" Won -me •O TNJ m61i.a1➢N Wn Rn W5➢ inY Oabn Blu .Hbfi. a.ma WSn :Rn •mn inn 6a.i.. nnr.aae wsa -mo w3n m a o.m.. Y. Sun.aew Wso .mo wsa .ma mwn Rw.. aen.asli •mo .mo .m a.Y. m. man.asle WSa .mi .mn sA mm.l asli.msu Wi➢ -mo •m m6 e➢.wn nm].nAw .aso .mi .mo ma Y mb�6u. aen.Meu .m➢ .mo wsn m.] aww➢omw. mna-aea W+o .mi .ma ma ➢I.a nau -.slaw •ao ma •m m5 * : No. 58705 Y. T Gum"- Deebn Pre6eun.ft6e us5 .ElAI-MA paM Ywl W FveAWMwaJ eue Skn ANCHOR GROUP ANO QUMTR . I HEADER MEETINGRAR SILL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5. 6. 7 & 8 (REINFORCEM PITSSHOWN INFIGURESABOVE APPLY TO ALL FRAME TYPES CONFIGURATIONS) w Fh -- NOTES: .' 1) USE THESE TABLES FOR AIL WITH WINDOWS MSTALLED THROUGH E FRAME OR MTEGRAL FIN. %pO�•. ST BE ;'��� UG..T lrvE DESIGN PRESSURE TABLES JROSOWSKI �sFLAY: ...... OOY: 21 FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. gC �1.„„�, SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 !) FOR SIZES NOTSHOWN, ROUNDTH UPTOENEMAVAILABL MDTHORKMWTDIMENSIONSHOWN ,eS70NAL i1111111111 wr➢mlmlgFq NF y,��,a Sm1e yrE p�.�iy �., ON THE TABLE. AtYNN MUMP.E. ALLWa1M79 SH-5500 NTS 6 0F 13 MD-SH5500-01 B RUGSTas CERT.oFAUfNRY2B8 a.mlpe4 ONI1nPmfYa.Am6� IIvp QO µrytluaW LNAI tlY Y m1A It]N •AD .IwD •mn .11¢0 •AD .11¢0 eua aro0p Ken-mmoI.V. '...ma nmo .m..uno .mv .uao m ew+]e. ud%.u.ne .mo .11..ro.o mao M. -mn0 M. .uno clmaewor .mn .uvA •m0 nlm .mv .nno •mv .vm rm ami.maa0 •m¢ .+w➢ •no amo •mv .Ixio .AO .nao euB.a PAm m0a.asle .ma .IIOn .m.o .Una .m0 .1xio .m0 .nn0 vats Spas n.m]-mm] .ma .noD .m0 .non .m0 .nno .m0 nao elamLaPlptl. Nsn.nsle •m➢ amA •A¢ nma .m0 mno •m0 nmo 6bm11 II.Sn•K!0 •AO .1ma •AO -11n0 •Rfl -101.0 •RO -Im0 rf.v xr.eaal.%1 .na mm� smn anD .mo wlo •no .mn mnxiesv. m%r-n.5m .mD moa •mn nmD ono .non .m0 nxi0 ltlNaYl}ap a0n.abm •a -n0➢ •An .uu n0A .%a0 •o m nno Y ewae. man.asw .ma -nm .ma moa ano .vu .mo .nao swe.eRpm+ v.%r.mew .mo nron .ma .uno .]ao .uno .m0 Hmo oapneo. tun-nme •mD .uu .ma nln0 .mo .nu •mo .uaa Ilan..." •m➢ -"I . •A.a .1 0 •Ro .WD •mo nmo Tar sLSn-ss%1 .mn .11no •mo a10 •mo .a0 .no mD euwpdmow. R611.m. n0A ., .m➢ nmo .m0 n E xisn.m5. .A.o -1..➢ •m0 nmo .m0 nmo •mo .11 Y Iuva.Pmvu 1 nan.aule .An -um •1..1 too .0m .ron mu .n0 . n.na GaLm flb 111n. 1]310 •m➢ -Ila¢ •AO Ilne •m0 .11¢n •RO .1m0 OaYnP+v 7bn.Ke+e •AA ..1. •A0 -ID. .]n0 .1'.. •AO -I 10 @epel ltm.Mll. •A➢ 41. •m0 11a0 •]a➢ n1a0 •RO .11n0 rm vm.vsn •mo n1m •A.O .w0 .ron me .Ao ellw0rmw. mm.aar .ma .u0.o .mo nmo .mo au •no 1 .u.no PgY4. ami.mem .mD .uoa .raA .una .m0 .Du .no .nno Y� meMEA. xi5n.aem .n0 -uoa •ma nmo •m0 -Ilan •ma -Iw0 OWveReYv Wenmu n31]-ID.eN •A➢ .TW .I..AO nmA •MO -11.0 n1a0 .]n0 •1.0 411..m0 -11a0 .RO 11. maNnfJn .111. 11.me lien la]le •mA •1IDD •RO -11n0 •laa 11n0 •m0 411. 110. IISn.,uN •m➢ mm� .m0 .Imo .m0 .n¢o •m0 Hmo ra.1 aen-m.eu .AA -+Im .mo .uno ao➢ .um .ma .Icon ewe aawy. •nD .u0.o •mv .n¢A .mo .uo0 .Ao nxio !pull!. aw-mem Reti-m.610 •lp➢ n1a0 •RO nao .mn .mo .moKev. nem4. noo11.4.H..1.4R. .RO •m0 .Ha0 •m0 naaodes-m0+v .mn .111. •m0 •mo nmo .mn .nno.noa .m.o •m0 -uno •wn n1a0 -110D •m0 •m0VL.45EpaLY E.AD • •Ao •m0•11. I •m0 -t..a511-aSW ILLHI.46m •All 4. -IfnD •AO 0 •m0 -11n0 •AO Am00 nnomam.au.01,mme•]m.110n .moRmmY xemsm .ma vA •mD v .ma n1. .mo -uno O .m0 n1n0 •m0 -11n0o rnpr men-vam .mn noa .ro.o MOa+. .mo.1. T•O.1 "-LILY .Aa -110D •A.0 .RO -H...RO -Im0 SEETMUE it. SHEET IU FOR ANCHDK GROUP MD OUPNTITT. •• MIK SASH HEIGHT • VANDOW BUCK HEIGHT - 60.136 BUFO: am.rm NaN IPIpL Ln•1 empmawn DPnPITmpM RUIPB14Waf NY(m 95m BPOM•IDI Pone UN a5 FaIIYe tl]N a m .wau.e. ami-un Ewau. ,LNs•Kn mmeLwvwn xm-nN ]1.II0 m aen-mn m.wa0c0102 ➢v.ma.a% EWWL I1.51)-Rw 61atla5P101n IAIn-Ild1 umu nm.lul r.eu a.ml.n01 cmenaw m.sn-mrm v.a.O eYw. a%r.xi5, Epwa. msn.m, LWam Ba• tA61)-1)dl matlu nm-1u1 Y g TYtlI v.as.an Rmwcmwl am.x5e uulN. ximama mApvOP•Yn ]dn-msl PWaOaW Ndl]-1)dl Olfdn Bo. 12m-1a11 e1aPn n.m-,aa1 g f 8 aea ]m naq-nv maE e EW¢41. s aenasn- ..01me+ mmemea. :un.msl mwwApNf nsn-m51 09m9tt. Nn6n8n• 1x125l)-13 51]-1151 vea.1 m]-ns a TWa oe5r]-YLI mvNOCObm 51%7-M6+ Ewan. xe%].a% mPoUCPIAIeI 215-]1!1 ouwev m50-as1 Ss+mnew nen-m% Wfemam III17-1.i OifpOOW +Sml-,t51 Att ,2m1. m1 m T1 .-a 3I.W."tIl omf.eu W.W.Ml ani-ultmn LYfbmsL m511-P251 mafn aaw.mel a Frysf. ]flan-.tH aApman. eunaes 61Wv0PIWn ]]nL.]a51 etA TnNI SEETABLE 11. SHEET 10 FOR NACH LAIN pOCH HFIf]HTv WINIIl1W Pl if * _ No. 5870 D..bnPmwnwLBt' JAMB L J E SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9_16 (REINFORCEMENTSSHDWN SILL IN FIGURES ABOVE APPLY �I TOp WNFIGURATIONS) 'GItSSTYPES9THR000H 16MAYNOTBEUSEDIWH JGSANNEL OR INIEORAL FIN FRAMES s IT NOTES: = 1) USE THESE TABLES FOR ALLWINODWSMSTPELEDTXRWGNTHE FRAME. -9 ` ll''y' � %A05•, lOT0TEC5W0.0GYDRNE D S DESIGN PRESSURE TABLES J ROSOWSKI 2) FRAME DIMENSIONS ME BUCK. SASH HEIGHTISM PERTHE FIGURE. SP O f/;"[(dam Vn-'•.�iOp10I`:• ��� ''1",,70NAL1rNG\,� N,VEmmRSIn6 19e1) 1660 TBIw SINGLE HUNG WINDOW INSTALLATION-LM O5 05/15/15 3) FOR SOESNOT SHOWN, ROUND UP TO THE NEKT AVAILABLE WIDTH ORHEIGHTDIMENSION SHOWN ]P.E. ONTHETleIF ALYJ I NLPFDDB�FD SH-5500 NTS 7 OF 13 MD SH5500-01 B PEAb6)a6 f16IT WAUill.f®2BB Emu 0®®Onnn�OOn�OnnOE)nnnnn©n nn�nnnOnnOn©�©nnnnnnnOnnnn�nnnOnnnnnnnnnnn ���onoonoon©onnnnnonno©nonoonoonnonnonnnnnonnonoonno©nonnnnnonnonn ��onnonoonnonnonnnnnonnonoonnonnnnnonno©nnnnonoonoonnnnnoononnonn ��nnonnnnnnnnnnnnnnnnnnnnnnnnnnn0000nnn©©0000no©nnnnnnnnnnnnnnnnn ��nnnonoonnonnnnnonoonnnn00000nnonnonnn©nonnnnoonnonnn©nonnonnunn ��0000noonnonnonnonnonnonoonnonnon000000©0000noonoonnonnonn0000nn ��nnonnonnnnnn©©0000nnnnnon000©onoonnnnn©0000©00000000nnn©nnnnnnn m�nnonnonnnnnnnnnnnnnnnnnnnnnnnnnnnnn©©©nn©©©nonno©©©nnnnnn©oEtn©© m�nnonnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnn ��n00000annonnonnnn000©nnoonoonno©nonnnnnnnnonoonon©nnn©0000©©nnn nnonnnnnnnnnnnn©nnonon©onnnnnnnnnnnnnnnnnnnnnnnonnnnonnnnn©ono© m�nnonnonnnnnnnnnnnnnnnnnonnonnnnnn©©nnnnnnnnnonnonnnnnnnnnnn©nno �rR^� nnonnonnnnnnnnnnnnnnnnnnnnonnnnnonnnonnnonnnonnonnnnnnnnnnnnn ��nnnnnonnnnnnnnnnnnnnnnnoononnnnnnnnnnnnnnnnnonnonnn©nnononnnnnn 13 �nnonnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn' m�nnonnnnnnnnnnnnnnnnnnnnnnnonnnnnonnnnnnnnnnnonnonnnnnnnnn©nnnnn ��onoonoononnnonnonnonno©onnoonnonnnnnonnonnonoonoonnonnonnnnnnnn nnonnnnnnnnnnnnnnnnnnnnonnonnnnon©000©oon©n©00000nnn©©nnnnn©nnn ��nnonnonnnnnnn©nnonnnonnoononnnnnnnnnnnnnnno©oononnnnnnnnnnnnnnn ��nnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnonn ��nnonnonnnnnnnnnnnnnnnnnonnoonnnnnnnnnnnnnnononnonnnnnnnn©©nnnnn ��nnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnn ��nnnnnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnn©nn m�onnononnnonnonnonnoonononnonnnonnnnnonnonnononnoonnonno�monnonn m�nnannnnnnnnnnnnnnonnnnnonnonnnnnnnnnnnn©nnnnonnonnnnnnnnnnnnnnn m�nnonnonnononnnnnnnnnnnnonnonnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnn -��nnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn ��©nonnonnnn©nonnnnonnnnnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnonnn ��nnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn©nnnnonnnnnnnnnnnnnnn ��nnnnnonnnnnonnn©nnnnnnnonnonnnnnnnnonnnnnnnnonnnnnnnnnnnnnnnnnn ��nnonnonnnnnnnnnnnnnnnnnon©onnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn o�noonnonnnnonnnnnonnonnnonoonnnnonnoo©onnonnonnonnonnnnnnnnnnnon m�nnnononnnnnnnnnnnnnnnnnnnnnnnnnnn©nnnnnnnnnnnnnonnnnnnnnnnnnnon ��nnonnonnnnnnnnnnnnnnnnnonnonnnnonnnnnnnnnnnnonnonnnnnnnnnnonnnn m�nnonnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnn • �a�nnnnnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnonnnnnnnnnnonnnnnnn ��nnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn �nnnonoonnonnnnnonnonnonaonoonnnnnonnnnnonoonoonnonnnnnonnannnn ��nnnononnoonnonnonnonnonoononnnonnonnnnnnn00000noonnnnnonnonno no o��onoonnonnonnonnonnonnonnonoonnonnnnnonnonnonnononnnonnonnonnnnn m�noonoononnonnonnonnonnoonnononnonnnnnonnonnnonnnnonnonnonnonnon ��nnnnoonnnnnnnonnonnonnoonoonnnnonnonnonnonnonnonno©nnnnonnonnnn m�nnnnnnnnnonnnnnnnnnnnnnonnonnnnnnnnnnnnnonnnonnunnnn©nnnnnnnnnn ��nnnnnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnnnnnonnnnnn©nnnnnnnn ��onoonnnnnnnnnnnnnnnnn©nonnonnonnon©nnnnnnnnnnnnunnnnnnnnnnnnnnn m�on00000noon©ou00000nnoono©00000©oo©nnnnn©©nn0000nnonuoon0000nn© ��+��noonnnnnnoonnonnonnonnoonoononnonnnnn000nnnoonoononnonnnononnnn ��onnonnonnonnonnonnonnonnononnnonnonnonnnnoononnonnnonoonnonnnnn ��onnnnoonnonnnnnnnnononnonnoonnonnonnoonnnnnnoonoonnonoon©nnnonn ®m�nnnnoononoonoononnonn000an000nnonoononoonnoopnnonnnonn000annoon ace Uwle a. ancu orun ucamn rncaaunca ancn wino mm�rom. •• IAN. 9ASN HEIGHT• W WCGW BUCK HEIGHT-60.138 NOTES: 1) USE THEASOVE ANCHOR OUANRRES REOULRED._.._' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAM1¢. P)USETHEABOVET .ANCHORO.C.SPACING.... TABLEFORMCHORSNSTA EOTHROUGHTHEINTEGRALFIN. 3) FRAME DIMENSIONS ME BUCK'MR• - MEETING RAIL. K)FORSRESNOTSHOWN,ROUNO UPTOTHENEKTAVAIL4BL KDA ORHEIGHTDIMENSIONSHOVMMN ETA S) REFER TO TABLES 2 63. SHEET 2 FORMCHOR GROUP DESCRIPTIONS. * : ^ No.58705 2 YILNiIVOL.Bq[Ngb rgyf 'NKIaIpF•NfbYtlen udlam�Ttan<�m�IW. Fhidu Er imp �llwe I�,y� B,• U Ni .i We PTo2un 707UTEONNOLOOTORNE ANCHOR QUANTITY TABLE J ROSOWSKI N.VENICE.FLS _ )ITT____ SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 NTS 1 8 OF 13 TABLE Ia' K3CmM a00ma0a 0�a00m0aaBao0m 0 a6a Ba�0aa0m=0a 00� aa0aa0aa0a�0aa00ma0 m��onoononnnonnonnonnonnonoonnonnnnnnnnonnonnnnonnoonnonnonno©nnnn ��un00000©onn000nan©onoonoonoo©nonnonno©©n©©o©onnoonnonnunno©©ono m�onoonoonnonnonnonnonnonoonnonnonnonnnnnonnanoonoonnonnoononnonn ��nnonnonnnnnnnnnnnnnnnnnoononnnnnnnnnnnnnnnnnonnonnnnnonnnnnnnnn ��on00000000nnonnonnonnon00000n©o©nnnnonnnn00000000nnon©onn0000nn ®���onoo©oonnonoon000noono©oonoonnonnonnonnonnn000©000nonnonnonnoon m�nnonnonnnnnonnnnnnnnnnnonnonnnnnnnnnn©nnnonnnnnonnnnnnnnnnn©nnn ��nnonnnnnnnnnnnnnnonnoononnnnnnnnnnnnnn©nnnnnonno©nnnnnnonnn©nnn m�nnonnonnnnnnnonnnnnnnnnoonnnnnnnnnnnnnnnnnnnonnonnnnnnn©ononnnn m�ouoonn000pn®©0000©nonoonounuonnn©nonnoo©000nnonn000000©uo©o©©non ��onnnnnnnn nnnnnnnnnnnnnonnonnnnnnnnnnnnnnonnonnonnnnnnnnnnnnnnn nnonnoonnn©onnonnnnnnnnonnonnnnonnnnnnnnnnnnonnon©©onononnonnno mzm��nnonnonnnnnnnnonnnnnnnnonnnnnnnnonnnnnnnnnononnnnnnnnnnnnnnnnnn ��noonnoonnnnnnnnnnnnnnn©o©nnnnn©nnnnnnnnnnnnnnnnonnnnnnnnnnnnnnn ��nnnnnonnnnnnnnnnnnnnnnnonnonnnnnnn©nnnnnnnnnonnonnnnnnnnnnnnonn m�noonnoonnnnnnnnnnnnnnnnoononnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn m�nnnnnnnnnnnnnnnnnnn000©onnonnnnnnnn©oonannnnonoonn0000nnnnounnn m�ononoon©onnnnnnnnnonn000©naonnnnnon©nonnnnnoonnnnnnnnnnnnnnnnnn �o�onon000nnonnonnonnonnononnnonnonnonnonnoononnonoonnonnonnnnnonn ��o©a©©oononnnnnnnnonnnnnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnon ��nnoononnnnonnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn ��nnonnnnnnnnnunnnnnnnnononnonnnnnnnnnnnnnn©nnonoo©nnonon©on©n©nn m�nnonnnnnnnnnnnnnnnnon000©no©©ononnnnnnnnnnononnonnnnnnnn©000©©© v�onoonoonno©nonoonoonnnnoonoonnonnonnounoonnuoon000non©onnnnnnnn noonnonnnnnnnnnnnonnoononnnnnnnnnnnnnonnnnnnonnonnnnnnnnnn©nnnn' Dun m�000noonnannnnnnnnnnn©nnonnonnnnnnnnnnnnnnnnnonnonnnn©nnnnnn©nnn mnnonoonnoo©n©nnnnnnnnnnonnonon©0000©o©nnnnn©nnnn©©nnn©nnn©©©nnn m�ononnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnnnnonnonnnnnnn©nnnnnnn OEM m�nnonnonnnnnnnnnnnnnnnnnonnonnnnnnnn©anon©nnn®nnonn©nnon©nnn©nn nO�nnnnnnnn�n©©nnnnnnnonnnnu©��nnn�©nnnnnnnnnnnnnnnnnn©©OnENnHIMUM 0�nnonoonoononnnnnnnnon000000nonnnononnon©onn00000©onnonnonnnn©oo' ��nnonnnnnnnnnnnnnnnnnnnnonnonnnnnnnnnnonnonnnonnonnnnnnnnnnnnnnn ��nnonnonnnnnnnnnnnnnnnnnnononnn©onnnnnnnnnno©onuo©nnnnonnnnnnnno m�nnonnonnnnnnnnnnnnnnn©nnnnonnnnnnnnnnnnnnnnnonnonnnnnnnnnnnn nn nnn©von©nnnnnnnnnoonnnnoo©on©nonnnnnnon©on©©onnonnnnoonnnn©olnnn© limmim�nnonnonnnnonnnnnnnnnn©nnnnonnnnnnnnnnnnnnnnnonnonnnn nnnnnnn nn s��onoo©n00000nonoononuoonno©oonnonno©000nonnonoonoonnoo©onnonnon©i ��onoonnonnonnonnonnonnoononoonnonnonnonnonnonoonoonnonnonnonnnnn m�onoonoonnoononnonnonoonoonoonnonnonnonnonn0000noonnonnonnonnonn n��nno©oononnonnno©nn©onnnonoononno©nnnnon©onnno©oonnnnon000©on©nn ��000noononnoono©nonnnunoo©nnnn©©nnnnnnoon00000nnononuoono©000000 o�nnnnnnnnnnnnnnnnnnnnnnnonnnnnnnnnnnnnnnnonnnnnnonnnnnnonnnnnnnn ��nnnnnonnnnonnonnnnnnn©nonnonnnnnnnnnnnnoon©nnn000non©onnnnnnnnn m�noonoonnnnnnnnnnnnnnnnnonnonnnnnnnnonnnnnnnnnnnonnnnnnnnnonnnnn ��onnonoonnoononnonnonoonoo©000nonno©nno©nn©n©on©onnno©nonnonnono m_�ononnnnnnonnonnonnonnonoononnnonnonnonnnnnnnonnoonnnnnonnonnonn O��onoonoonnonnnnnnnnonnonoonoo©nonnonnon©0000noonnannannnnnnnnonn mm�00000000noonnonno©onn000noonononnoonoonoon00000000noonoonnonoon SEE TABLES 5 A S, SHEET 5 FOR DESIGN PRESSURES WHEN USING THIS TABLE. MIN. SASH HEIGHT- WINDOW BUM HEIGHT. W.135 NOTES 1)USE THE ABOVE ANCHOR OUANTRIES REQUIRED._..._' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE ABOVE' ..ANCHOR O.C. SPACING .._....... TABLE FOR ANCHORS INSTALLED THROUGH ME INTEGRAL FIN. 3) FRUAE DIMENSIONS ARE BUCK V = MEETING RAIL A) FOR SIZES NOT SHOWN. ROUND UP TO THE NE% AVAIUBLE WIOTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. 5) REFER TO TABLES 2 33, SHEET 2 PORANCHOR GROUP OESCRIPP[ONS. * ; No. 58703 Yu.Mtlw O.C.6pvA0 hf popf Tle�l{N'IntbYMn I'M:DDUCT RPVISTL d;l�5�n1ABu Flueit: BoiI�PCWe % ��' f. =gznmW le I i //P bgenrirvu�D.ve. Au DO 1maTECNNOLDGTDRNE ANCHOR QUANTITY TABLE. J ROSOWSKI %V NICE.RW s �111500 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 P Auww,e SaHAFSH- Scale SMFt DNa Rm SH-5500 NTS 90F 13 MD MD-SH550D-01 I B TABLE It mom®�F�m3E�7m3mm�B'r" m3�m®m®EII�Im 0aa0�RD0aaN 080600Ba0a00go00B0aa0a10 � Ba0aa0a00ao0ao0aa0aa0a omm�00000uo©u000uooun000nounn000uoun©onuouu000u0000000©ounoou0000uo ©nannnnnounnnnuunouuouoouuoouounuuuouuonu ��3�ouoou000u0000noon©ono ��00000uonnouuo©uuuo©uu 000uuonuouuuuuoouou oououn000�noubnn0000un ��aounouoouuuuunouuuuuu uou©©©nounuuuuuuuuouuoo©uuuoo ou uuuouuoo ��oou0000u000uonoonnnun00000u0000uuuonuounououoonuouuoouonuouuoun ®0�ouuoonounouuouuoouooua©ouuuonnoouoou0000unonoonnonnonnonnuuoouu m�uoouounounnnnnnnnnuuunoonnuunnuunuuuonuonn000nnnnnnnnnuououuouo m�uuouuuouuuuuoouoouonuunouuouuuuuunuunuunuunnoouuuonuuunnuoununn ��000000000000000000000000000000000000000000000000000000000000000 Em 000v©00000000000°u000000000000000©©©0000000u000000©0000000000000 ®�0000nuonnoon00000uoouuu000uou000uouuoouuuuouoonouuuouuouuBain ®_0000an,u 0000000000000nnoo2Pi0000000000000000000000000000nnn0000 �00�00000 EM=guuuuuuuuuuuu 000000���0 nnuoun©o manuallanuou"m 000000000000000®00 nun noun o�000uoo c®� 0000000no��no°Eigvon00000uo 0000noo©ououanonnoos�n©00000 .��uu000uuu000nunnnonunnununononuoouuouuonoo�ginoonoonnnnnnnnnuunnn 000uouoununuuuuouuuuouoouuuuunoouu000uouuoouououuu©uouunuunnuou m�uuoouu000noounnuuuuuouoouuuu000uuouuonoououoouuuuuuuoouuuuouuuu o�000000000000000000000000000000000000000000000000000000000000000 ®�nnonouuouoounounononouoou0000uuuouounonoon000noonouou000unouuou m uuoouououuouuouuouuouuuouou00000noununouoouuuuuuuuuuuuuonoouu ��u0000uouuoouoouuouuoouuuuuouuuuouuouuoouoouuoouuuuuuuouuuuuuoon ��0000uuunnuuuuuuuoonouuuonnnnnnnnuonou000000uouonu00000n0000noun muuuuouoouuouuuuouuuuuuuouuuouoouuouonu00000uonuuuouuoouunouuunu �nnououou00000u0000uuoununuunuunoouuoou0000uoounnuununuunounoun m�ou000uouuouuoououuoououuonnoonon000nu000uoouoonn0000uoonnonoouu �3,�000uu000uouuoououu0000uouuuuu000uaouonnououuouuuouuuuuouuouuuou uv3,�u©oonouu000nouuouuuouomouuouuoouoououuuu0000uuuouuouoouuuuuuuu ®�uuoouuuou0000u000unnu000uouoonnuuuouuuuoounn000nnonnounonoouoon ®�000uuu0000unnonuouaouuuouou000uoon000uuuuu000uouuoouuuoouuuuouu ®�00000uoouuoouuuoouuuoou0000000uuuuououuonuonouunnuuunuuonuouuuu �uuoounuoon0000uouuuouuuouou0000unoouououuouuouuouuuuouuuuuouuon ®oouunuuu0000000000nounoouunnoouou00000nuoounouuuuuuuuuuuuuuuouu m�ouuouoounonuoouuou0000000uu0000unoounoou000uoouuoonounonoouuuuu ©3�ououuuouuon0000000uuouuuouuouoouuouuuou000uuuouuuuoonnouoouoouo ©®3�uoouonnonuououuoouoouuoououonuonnoonoououuuuouonnuunoouonuouuou ��ouonuuou000000nouu00000000uoououuouu0000nou0000uouu0000uuoouoon ¢��onoouuouuuuuuoounn000uuounuouuoouuuuoouuoouoouuuouuouuouuououuu ���uuuouuoouon000uounuou00000uoonnouonnonunu000000uonuonnoonoouoou SEE TABLES T S B, SHEET 1 FOR DESIGN PRESSURES WHEN USING MIS TABLE ^ MIN. SASH HEIGIT- WINDOW BUCK HEIGHT- W.138 NOTES: 1) FRAME DIMENSIONS ARE SUCK. 'MR'=MEETING RAIL 2)FOR SIIF9 NOT SHOWN. ROUND UP TO THE NEXT AVMABL VADTH OR 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. * Nm 0705 7 IDTBTECHNOLOGYDRNE I ANCHOR QUANTITY TABLE N. VENUCE.FL W NI 'OLASSTYPESBTHROUGH 16 MAY NOT RE USED WITH ,14I N EL ORINTEGRAL FIN FRAMES !<O nUCr REVISED n� pymg wiW Br Fk,ndn DwldL�g Code c Pna .onDaC pains J ROSOWSKI I..rna.ew ON THE TABIF �'�.,S/Oryq� `FmNpmRGIDIN SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 III A. LYNNINIII0.IER. P.E.teIOlRMoIR11¢�1.mPCrn y=H- 5500 ISMS 910E 0E 13 TM"D- SMH5500-01 ' B MY ,{rJI O MEADIJAM1BIF RAJVIE 'T- OFLADIJANS ME HEAD/JAMS 1AW I" 1 '� FIN FRAME� 1.3]5• v HEADIJAMS - 3AB3' 3.d93' o� �2. �-� 2.W 2.W OJ-CHANNEL .MY I FIANGE FRANE SILL T- Ll OB FRAME SILL 3.SOD' d EQUAL LEG FRAME HEAD/JAMB SAW --�{ l0EWAL LEG / FR SILL .070' 1� .080' ],S / LIGHT SASH 23 REINFORCE 1"0 1 -�-{ 193,• I--- VANOARO ZB MEETING RAIL REINFORCEMENT Ib]r --I cur I 1319• L2.,00' ,I ,.dTY .,J ,SSS ,.6�0' i Ids ,III 1.376• III�1 I II 2.,T9• I I +�IT�I1 B]d• 1 11 .5Bp-II .oT"B• J I .850 .d]t- .oToIL.91L9o',.'34_T NN��J�J 1 _J�f` j 395 T f JJJ I1 8 FMD'- 161 SASH RAIL 1] BALANCE IB SASHSTO t ,B LIFT"L 2B LIFTRNL 2, BEVELED 22 BEVElEO �MEETWGRAIL O COVER OSCRMCOVER OINTERLOCK �� INTERLOCK COVER OINTERLOCK INTERLOCKCOVER 0 ' S10' 7, -I .,50' OHD SASH 29 REINFORCEMENT 1.182' r B]0' 1.W1' J_ vm 20ONEEWIGRAIL 1 HREINFORCEMENT 5. 11 n. mw IT .Q5 Lunlnpx 0.. aaNwa: FsiP:..aaa o-ua 2D10 mod' .,]s �JL�I = e:• � = n,, RA 0.LJ �.IF .825•-�-II�-� .MY �f CGLAMIIo OEKRuom 91 RouEDI=AO�•.• ATE F�i��j ,ORITEOHNOLOGVDRIVE WINDOW EXTRUSIONS JROSOWSKI BEADING SCREEN FRAME SCREEN FRAME F �ORTO .+� N. VFJIILR FL3dZT6 RW. Dom �'ss/pNA� E� �01NA°t800 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 IIIIIIIIII,L ,Vf�M9IN e. $p,aa/Ib.1N: scab 9wc Wa�Lp Ne. RK A. LIM MILLER P.G. SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.EP93+a9 CERf, OFAURLC262B0 BIII of Material Bill of Meterial, sent d ParlM Description Material M part Description Material 1 101 Single Hong Fears, Head 720197 Auto Lou Mechanism —St ee 2 620102 Single King Flume Head & Jambs - Flange PVC 46 72019B&9 Sweep Look Cast zinc a 8201D3 Single Hung Frame Head & Jambs - Fin PVC 47 72019MIS Auto Look Cmer Assembly Cast 2Irc 4 6MI04 SbVIs Hung Fame Head & Jambs - Equal LeWBmr PVC 48 76X17SOPTX e8 x t-1/0' Ph. FH SOS (Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame SIII-JChannel PVC 49 72=0 Auto and Sweep Leek Keeper Cast Lnc 6 620106 SWDH Frame SIII - Flange PVC 60 77GX34PPA e8 x 314' PR PH SDS(Keeper Screw) SS 7 U0107 SWDH Frame an - Fin PVC 51 420181 UR Bewled Till latch Comer Key PVC 8 820708 6WOH Frame SIII - Equal LeWBm PVC 52 420182 UR Pull Rail TBt Latch Comer Key PVC t 831 FRa PVC 53 7634PHFL 99 x 3/4' Ph. FH SDS (Carer Key Screw) SS 18 620129 Sa1h Rail (Sides, Tap & Boaam) PVC 54 420183 Flit latch PVC 17 820134 119alarce Cwer PVC 55 420184 171ft Latch Retainer PVC 16 620133 Sash Slopr3crew Corer PVC 56 720207 1'Tllt Latch Spring SS 19 620156 Pull Rao Interlock BOOS T5 AI 57 420166 Plastic TI0 Latch Finger Pull PVC 20 620144 Pull Rail Interlock Corer PVC SB 72D192 Melnt Tin Latch Finger Pull Cast Zinc 21 820167 Battled Ntarloek 6015TSAI 59 42DISO PNeI Bar Curler Key PVC 22 620145 Belated 9dedock Cover PVC 60 70 Phut Bar SS 23 620150 Ugm Sean Relnfocement 6063TB AI 63 Mist Sash Pull Handle Cast7no 25 62DI62 NO Sean Reinforcement S083 TO At 64 720194 Suh Pull Handle With Latch Assembly Cast Dnc 28 820153 Standard MttWg Ball Reinfocement BOOS TS N 65 7634FPT LIB x 3/4' Ph. FH SDS (Pull Hartle Screw) SS 27 i 01fi4 HD Meeting Roll Ralnforeemem &005 T5 AI 68 420108 Bottom Latch Strike Plate Cast Zino 30 61644 Weathelemp, .187' x 270' Fa Pile 67 7785813 e8 x 5/8' PR FH SMS (Stake Plate Sew) 55 31 60300 WeatheRmp, .190' x .30O' Foam Bulb Flex PVC 1 72 7201M Laml I.G. Bead PVC 32 61719 WeathsAmp, .1B7' x = PelyPlle 1 74 Backbeddi g, GE T700 for Dew 791 Silicone 33 aim wwhmwp Plug,.='Rreeal 75 71646N SeWng Block (718-x Vx IV), 85+/.5 daa. EPDM 35 7SXIMTR 98 x I- PR PH SDS (Interlock Mounting So") 80 61012 ExtrI Screen Frame Alum 35 78)017HPX 08 x 3' Ph. PH SMS (Meeting Rail Scrw) 410 SS 81 61011 Rol Wormed Screen Frame Alum 37 71WNP MeeWVRail Scmv SupPr4t Plate 6063 TO At 82 7CKGLB21 Screen Coma Key for Extruded Frame X4 PVC 38 72D210 Weep Hole Cow PVC 83 47G42 Screen Coma Key wise Pull tang X2 PVC 40 720JD000( Constant Farce Balance 84 47041 Screen Comer Key without Pull Filing X2 PVC 41 r8 x 3/4- Ph. FH SMS (CorL Force Balance Screw) SS as 7CASPM Terefon Spring SS 42 Spiral Balance 86 61816008 Screen Cloth Fiberglass 43 720205 Spllal Balance Shoe Nylon 67 616W81614 .140- Screen S Lne (MachIneR7ad Miss) Vinyl 44 7aX114FPAX 88 x 1.1/4' Ph. FH SMS (Spiral Balance Screw 41 JOSS Part0 Description Material 78 Kommeding 4SG TPS Spacer System 77 Duanex Super Spacer rXr with Hot Met Butyl Sea this Sheet for 78 Duanex Dureseal Spacer Materials 79 Cardinal )L Edge Spacer * NO.58705 STRUCTURAL PaYISOBLTC/LENE WRH DESICCANT E . GLASS —V KODISPACE " 4SG TPS E STRUCTURAL SILICONE NOM. FOAM DESICCANT NOM. W( `INT. GLASS n SUPER SPACERn" NXT1" unrvn�emrni POLYISP DESICCANTFILLAREA BUTYIENE SAW NOM. 5116•NOM7 SEAL W.h YL& SILICONESEAL SICGANT ROLL -FORMED FOAM STAINLESS STEE LASS E%T. GLASS INT. GLASS INT. GLASS 79 DURASEALO OXL EDGE14 SPACER SPACER :'i:0I)J(Tr UWISW ='Av' I�-(1-}-' e: 107dTEcxxoLoovgArvE BILL OF MATERIAL (BOM) J ROSOWSKI -O-. STATE OF r4. RVENICER&orfe 'A•L4!'/"O"A"tOLEPE"NP'a•�� oarsTN" "SS: SINGLE HUNG WINDOW INSTALLATION NSH-55003 LM �MD-SH5500-01 05/15/1510IALwasaassouc HPVC BY ENER01 YANpOWAND 000R PROFILES,LTp..TO BE LABELED FORPA4NFXRiVOEA CODE rn¢ � NTS 7120F13 pr uL RBNVI 2)DEMN113,15,24,2,29,34,39,e1,6,71,&JAOOEDAAENOTPROFHISAAOVAl- REJ 61705 CERT.OFAU11L i1829B FRAME ASSEMBLY DETAILS NOTES: T) SOME PARTSXIPTIONS NOTSHOWN ON DRAWING FOR CLARITY. T) �NEL FRAME SHOWN. PARTSO 1 & 5. OTHER FRWETYPESAPPLY. 3) FOR REINFORCEMENTTYPES. SEE DETAKS ONSHEET95 A T. C) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. OPT.MMML INTERLOCK& COVER MITERED FRAME WITH INTERIORAND EXTERIOR FRAME WELDS * ND.58]O5 OPT. SWEEP LOCK 0". AUTO LOCK OPT.PULLHANOLE WITH LATCH SASH ASSEMBLY DETAILS OPT.PVLL EXTERIOR & COVER EXTERIOR � =9 .7-Z!( ;:� +DTOTECTwaDOYDIWE EXPLODED ASSEMBLY JROSOWSKI %0 KVENICE.FL3 5 ' s �OR10"•' SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 I1L ENG`� RfISl611mg° s>r..SH- sN sn1 'MD No. Re.: A LYNN FIIII.E:A, P.E SH-5500 NTS 130E 13 MD•SH5500.01 I B PEA SBTO6 CERT.OFAUM Y29TH5 _ _