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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # 71 a - O k/ W -7 "RECEIPT# �ty C�y� _ PLANNING & DEVELOPMENT SERVICES SCANNED BUILDING & CODE REGULATION DIVISION BY 2300 VIRGINIA AVENUE St, Lucie County SCANNED FORT PIERCE, FL 34982.5652 BY (772)462.1553 �f Lucie County APPLICATION FOR BUILDING PERMIT E PROJECT INFORMATION LOCATION/SITE ADDRESS: r� / r 0 GPU I f d N /Mr p, PRCe DETAILED DESCRIPTION OF PROJECT REVISIONS: /� c _ ' Re- f-lbv�ed Czlc. 1-*716Kls 13`/ US(w/- Rcl_ua CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ,�'C (_ 13 / 15 / 7 ST. LUCIE CO CERT. #: BUSINESS NAME: B rig:r c l 7 WIry GwS QUALIFIERS NAME• -&/ C-Am lIgma " ADDRESS: rG D 4'4) /J_ hA U � CITY: e e /i l^ e / c%6cA STATE: PHONE (DAYTIME): 6 OWNE UILDE ORMATION: NAME: M%Ne11 ADDRESS: 2 n� tj CITY: 2 c STATE: PHONE (DAYTI :. G/,-RlO ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: ZIP:.Tlr3 FAX: ZIP: 3 7 FAX: ZIP: FAX: FEB 8 2018 SP, OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # % 7 I Z- 0 Y 9 q RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3150 IJ. f!}IQ UNI-f look-� DETAILED DESCRIPTION OF PROJECT REVISIONS: A0G;lQN"V P"YL- CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 0- BUSINESS NAME: 5 + ax QUALIFIERS NAME: A L, e N ADDRESS: yao CITY: 94tu. F�wt,� PJk®G.{ PHONE (DAYTIME): wl ow STATE: OWNER/BUILDER INFORMATION: RECEIVED APR 2 5 2018 - Lucie County, Permitting ST. LUCIE CO CERT. #: QOo%,jS FAX: NAME: &bXg.N � . NAIL ADDRESS: 31 So N A 14 0 rJ LT b of tj - CITY: 1 WIAti. STATE: F t_ PHONE (DAYTIME: S 61- `a Z°' 0 z 4 1 FAX: ARCHTrECT/ENGINEER INFORMATION: 0,101 ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 ST ZIP: 3344 2- ZIP: 3 N ... 1 _ a '_ i W�rr,dows � po 3625 B Prospect Ave Riviera Beach FL 33404 PH # (561) 841-1578 - FX # (561) 841-1593 `This Quote is Valid for Fifteen Daysl DATE 03-19-18 QUOTE PO # ARR DATE INSTALL TERRITORY 00 ORDER SO# EXP DATE DELIVER FACTOR IN DELETE SCREENS DEL DATE PICK-UP ccn # job name PHAIL 6316 STORM TIGHT WINDOWS job street # 754-200-2992 job city job county sold to phone email sign/date COUNT QTY SRS ISTYL 'SIZE I DESCRIPTION COL OP IFRMIGLSIGLS21 u Ishgcl UNIT PRICE CGI 1 1656 SGD 141-1/4 x 95,1/2 - 60/60PZN1366ALIG103110.191 5587.00 5587.00 OXO; 3-Panel 2-Tmck Bypass; Standard Stack; 1 Box Screen; Stainless Steel Tandem Roth 0.00 Raised/Raised Bmnze/*hile Handle; 3-112' Sill Riser, • Anchor Group C 141-1/4 x 95-1/2 --T6o/60PzN066AFL1GTo.3j Imig 1 5587.00 0.00 CGI 1 7650 SGD 5587.00 OXO; 3-Panel 2-Track Bypass; Reverse Stack; 1 Box Screen; Stainless Steel Tandem Rolle 0.00 RaisedlRalsed BmnzeMhite Handle; 3.1/2' Sill Riser, N # 17-0420.08; Anchor Group C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 11174.00 SALES TAX % 0.060 670.44 RECEIVED *DELIVERY CHARGES MAY APPLY* 0.00 TOTAL 11844.44 APR 2 5 2018 ST, ode County, Permitting " MIAMPDADE MTAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION 11805 SW 26 Streei, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) T 786 M2590 Florida F (786) 175-2499 74 BOARD AND CODE ADMINISTRATION DIVISION ( ) 31 NOTICE OF ACCEPTANCE (NOA) rnvw.miamidade.sovieconomv CGI Windows & Doors 10100 N. W. 2r Street Miami, FL 33172 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 AHD (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 A14J 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, includine the Hiah Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. MD-7650.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets*1 through 21 of 21, prepared by manufacturer, dated 10/05115, with revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. Large and Small 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, f les advertisin or any other purposes shall automatically to t ' ur c pl ith any or sa , g section of this NOA shall be cause for termination and removal of ADVERTISEMENT: The NOA number preceded by the words is r a fo the expiration date may be displayed in advertising literature. If any o h i th 11 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to u u c o and shall be available for inspection at the job site at the request of the ui ing t 1:;. .:. This NOA revises NOA #15-1210.03 and consists of this page 1, and evidence pages E-1, E-2, 9 & E=4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. F,:sg�7i APPROVED- _ae �,`�•.� NOA No. 17-0420.08 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-7650.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17,signed and sealed by Anthony L. 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) (Submitted under NOA No. 15-1210.01) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) (Submitted under NOA No. 15-1210.01) 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 Idabnis Ortega, P. E. (Test report revised on 02/15/16) (Submitted under NOA No. 15-1210.01) 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 Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0420.08 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-1 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED B. TESTS (continued) 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) (Submitted under NOA No. I5-1210.01) 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 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) (Submitted under NOA No. I5-1210.01) 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 8652, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) (Submitted under NOA No. 15-1210.01) 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 thm A-22), dated 11/19/10, signed and sealed by Jorge A. Canso, 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 -I thru A-5), dated 12/06/10, signed and sealed by Jorge A. Canso, P. E. (Submitted under NOA No. 11- 010 7.09) l Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0420.08 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-2 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. I5-1210.03) 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 09115116, 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 09115116, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to. Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlasg (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® Ultraelear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge U Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0420.08 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-3 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and F13C-6t° Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony 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. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. 4. Private labeling agreement document in conformance of RER guideline dated 02115116. (Submitted under NOA No. 15-0409.06) 5. Letter of laboratory compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.03, issued to CGI Windows and Doors, for their Series "7600" Vinyl Sliding Glass Door (Reinforced) — LNI.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. Proluct Control Unit Supervisor NOA No.17-0420.03 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-4 SERIES 7650 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90e/135G 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. ASD. 3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX &AGGREGATORANCHORNOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTLS337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002.792(A) & 10-00610231; CAMBRIDGE 535753-09, 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 76M SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 7600 SERIES. ANCHOR NOTES: 1) FOR CONCRETF/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 REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112- THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE I.1@• 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 NOTTIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, W0i OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 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 THE 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 OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. TABLE o e. Getup Arrder SY69f+d Fnme Y.mMl A Disses mm� Mira I rmeeamely A at], aNeI5M51G5)er .O s.S. smsesovAnO Ime. 11 MrvaticMl ..SeWem PiroH4wstv ISM1D.357 wiv 111 1y0' PMek 8I16• iyw 606}15- NAW. wib51111nD vC phess Y8 lw .ftkmfal --WFd Wr a.= - S1sal. .eAeVhk0a, 0PM mw. wWgN 18 0.011'11. W.) ah G.w1• t. c.. 1N'ECo UM2am P.T.%a Pimp sIPets GN.Ss .Gook 1. 1' lyS' P4wok 1 Iyw IWEIw4105.ILC,s. ba P'T. Sm .55%M G*0.5'. N.a-tsek O V. ly0' Pfu4t r wok• S ou.cbeIWCE..(GS) P.T.SaW6TPW h. 0.5! weY5W.13nD 911fi' 13R' Pokook YtY 1.M' To 1N'Ov,Vmn CCromb 0N^xes Ya Pirook r we• wW5]u taltC tart' LkQ—ad MU. ASIY aeb 1• t.1/4• P4mtl w• Dm.109.5. Ca.Fla L g.N LAIU. ASW cao JV,b 1-01' Pi 1✓a• I.1M than. mb. vsk. wmsnu.are Ian• P.r 1. +v4' w Fhe Qe s.s. AwraGobr r,vI. R94 ka1u C.2=% wWSAYYrr4 1-11 Ra"s t-7 'yw V"w n) Y..1 1 r .Vs. la4- PAoek 1. t-Va• P.T.SWiem) 0.0.55 Ww15eok L 1' ly8' PAmk I. 132' u4•EkouYm�P co,emu n. xesk. wwsz. z.+Fr +are• Peon xlrr Ian• Ur4mwa 1Yc) CPo l.nm 2. 1.1n• Pink 21Wl/r t-tl.• p 111EIw N05.S. Q.bfW corcm. ' 3351 waersuu.nme z-1rr +ya� PioM 2-4 tyY un .dMU, (AM`h a .i�r�e 2nrz lnla•. s.h. I2-Irs +nrc • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PERCURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CM APPLICATIONS. D69rs PRF B`K..' EmY01ER,P.6 fOATECNND.03YM0YE K kEMCERsfaS (Wf7456. f2AT. GFAYlK0=95 MYNY MM. Fl Min. Fr SbYScrew 92 ks1 70e1 410 Scow wksl 1101s1 Elw Ag9reGamrO 57 ksi 96 ksi Elea UIMOV0t I55 ksl Inlet 410 SS Ek0 CreteR.0 127.4W 11191W 606tT5 p1umMUm tsksl oz AM St.[ 36ksi Sekst ru.3JSleel StY4 33ks1 45ks1 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1. 2 & B7, B2 CN SHEETS 7 & 8 GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3.6 DP/ANCHOR TABLES........ 741 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS... ... .............. 18 ACCESSORIES .................. 19 SCREEN DETAILS ............. 20 PROD^UCT REVISED Plying tlh the Fleriao Bu114iag 0000 koA .. 17-0420.06 Eapi.aticn Date 0411412021 SLIDING GLASS DOOR NOA (LM) 10105/15 2AL NOTES & J ROSOWSKI V 141 UPDATED TO FRG 2017, VINYL MFG. la$l 04/051171 NTS 1,1 1 OF 21 Wai MD-7650.0 I11111111y1 1.10EMSE'• ;� �' No.587(B j MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES I� MAX. UNIT WIDTH - NOM. PANEL WIDTH PER TABLES 1&2 l I Ij� MAX. UNIT tr// HEIGHT MAX UNIT �' �� HEIGHT PER TABLES 1&2 12 PER TABLES I & 2 I wpe+I^ 1 NOM. PAN PER TAE MA) HE PER TAI :L WIDTH LS1&2 NiAn. unn wwin —I _ .. UNIT GHT S 1 & 2 5-PANEL CONFIGURATIONS MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 f MAX UNIT HEIGHT PER TABLES I&2 J ]-PANEL CONFIGURATIONS MAX UNIT WIDTH PANELWIDTH TABLES I & 2 Ij MAX. UNIT Ip HEIGHT p �7�C� j$ PER TABLES182 / / / , i-- rJ 3-PANEL CONFIGURATIONS NOM. PAN PERTAE Ii ®3 MA) HE g F Boca .� TABL I 1 WIDTH LES 1 8 2 MAA. urvu wium --I UNIT GHT ER yS182—f— wo 4-PANEL CONFIGURATIONS MAX UNIT WIDTH- MAX.UNITWIDTH �j NOM. PANEL WIDTH NOM. PANEL WIDTH I PER TABLS182 PER TA13LES�2 MAX. UNIT HEIGHT PER TABLES I&2 NOM. PANEL WIDTH PER TABLES I & 2 r� e I MAX. UNIT I HEIGHT PER TABLES I&2 ooar IN 6-PANEL CONFIGURATIONS GONHUUHA IIUNJ rvu i ta: 'X" =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE; 4PANEL XXXX IN POCKET (pi CONFIGURATION CAN BE pXXXXp. P)XXX ORXXXXP. OXXX IN '0"- INOPERABLE PANEL 'If =POCKET POCKET CONFIGURATION CAN EE OXXXP. Resistant 2)go- &735°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 25TRAIGIiT CONFIGURATIONS. Winesnwu Boars OW Windows 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND WEAEPINONNFA^ fpfEONW.2q 5DM REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER npa�nt a�f>z rnes¢ExuExm PeesEssm.a+ 4)FOR NOM. PANEL WIDTH, SEE TABLES782. ® PRBNffOf1Y.ALWJN6@lEN, aom B:tMNplpGYpNYE )—SHEET NUMBER N voux.� R.wzn 0 5)MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472,556 FP R 1 MAX UNIT �d HEIGHT Ik PER TABLES IB wca+I� J PRODUCT REVISED amplyin9 Mtp Na Plorlea No".. enea . 17-0420.06 Expiration pate 04/142021 DLOWIDTH=NOM. PANELWIDTH-B-0/76' tttN �1-3H6' NOM. PANEL DIGHT ��aGN� OLD HEDOOR HEGHTWID'H sf PANEL HEIGHT =DOOR HEIGHT -2-lir ='k NO. M705 �pg) %O '. EtID VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 EXAMPLE CONFIGURATIONS s JROSOWSKI NO CHANGES THIS SHEET. H 04MV17 NTS 111 20F 21 1991 MD-7650.0 DETAIL Al DETAIL Bt METAL TYP.. SEE ANCHOR TxRMtx-A000 rAsrw,Ou DETAIL Cl DETAIL DI NOTE 4, SHEET I; MIN. OF INTO MMRONRY FADING EM. INIEW.00K INTOMETPL THREADSBEYONDTHE FANCRETElCMU PER METAL SUBSTRATE FRAME WIDTH ANCHOR REQUIREMENT REQUIRED IFDOOR +j. 1/4'MAX HEIGNTISOVEI3%- L +6 TYP. ANCHORTYPE, V MAX26'O.C. B1 EMBEOMENTANO 21aPQWN .oa z+fi eTI EDGE EDGE DISTANCE PER 111,9} DISTANCE SUSSTRATE,SEE �o TABLE A,. SHEET I& DAYLIGHT m ll+r rEala±I z+ ze IX NOTE 3, BELOW OPENING q o WIDTH Q , as o a m�+e EMBEDMENT am sHawN EDGE %..•r- . \ w Ib d I u THEsd 5HEET (4)TMU.K.,EERQNWa--+ EDGE STAN�DISTANCE D114"MAX SEO2O�• 1X OR 2X W000 THISSHEEi I u I SEE NJfEB. / BUCKSTRIP, SEE THISSHEET EMBEDMENT ° s6Ye NOTE 6,T111R 6HEET 39 oxm az. slru4N p8 X 314' SUB REINFORCEMENT SCREW,? ANCHOR NTAND AT Y NOTE 3, SHEET t L — — — -- 63 PER STILE, LOCATED AT CENTERLINE AND a", TYP. ANCHOR TYPE, PLATEHORIZONTALSECTION (XXXSHOWN) 9-&12"FROMENDS(FACTORYINSTALLED. EMBEOM LEPER EVERY )� _ ) EDGE DISTANCE PER ANCHOR DETAIL B2 SUBSTRATE,SEE LOCATION4, DETAIL C2 DETAIL D2 TABLE A, SHEET 1 & INro w.RQNav `````� ASTRAOAi NOTE 3, BELOW DETAIL A2 'NO01 REWIREOIF DOOR _ FACMGINI. 2X WOOD BUCKSTRIP OR INTOz WOOD u �.\HEIQHT M Ov e6• EMBEDMENT \ r---- FRPMING, SEE ANCHOR +z DAYLIGHT St ` 114" MAX NOTE 3, SHEET J-I JCrn7'� 1 OPENINGI Iry i �awRlODnaUyTgMEn SED WIDTH EDGE mNa Mad. DISTANCE Le P Y smsHO.xt I NOA-No. 17-0420.08 TYP. ANCHOR TYPE, SEE NOTE B.YHIssHcFr I Ex Ti U.n a.t. 04114/2021 EMBEDMENT AND m t, 28 36TYP. I I EDGE DISTANCE PER m 6 EMBEDMENT ANPE, ey SUBSTRATE, SEE a EMBEDMEM AND P mmmwR roaum c.n<ro TABLE A, SHEETI& she e o EDGE DISTANCE I I NOTE 3, BELOW 6+65HUVm PER SUBSTRATE. SEE TABLE A, SHEET d EDGE d d 1&NOTE 3, BELOW MPx EXIERIDR 4)THRU KEEPER®•'A0 I DISTANCE 98 ro.c. SEE GNEEi Ia �� 114.( PANEL WIDTH - CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) F0(ED PANEL CLIP& INTERIOR OR `LNUII IN,p NOTES ANCHORS, SEE EXTERIOR DIRECTION. aOkkY LYN,y�i,,, DETAIL SHEET I9 ALL PARTS IDENTICAL. ` t,: vCENs 1) DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. R WORCEMENT rMM(SEE NOTE B.THIS SHEED F'•;CFL 2)REFER 70 ANCHOR NOTES, SHEET i. PDaAaLDGKsmEs,( ® .P 3) SEE SHEET I3 FOR ANCHOR LOCATION&SPACING, FOR A6TF6<- FaEO Impact BBSl6lanl VINYL SLIDING GLASS DOOR NOA(N1) 610/OS/15 -YT No. R8Ip5 *_ ANCHOR QUANTITIES, SEE TABLES I&2. s11U:sAND O O Windows&OWrs 4) CONTINUOUS ANCHOR PLATE, ITEM 48, IS REQUIRED AT ALL HORIZONTN. MLs waREMN68R^ IINSTALLATION, HORIZONTAL X-SECT. It J ROSOWSKI y 6 •}J�` f01MmW.15A53eef `p ' • le I FRAME ANCHOR LOCATIONS, w'e.K Rxitn ¢pp SOT°., 5T E f (0\ 5 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. (( Ta Y594R f.c S66Ra. ADDED BEVELED PARTS. G 04f05/17 F ).,[pRlO?:: G?`� SEE TABLES 2 FOR REINFORCEMENT REQUIREMENTS. ALL nnERLafcK�s� Q zs Pp£R Rri.ALYNMM¢ ,,PE ¢ se 'SSYONAL.. REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY )1 +om TecrwamrOarv¢ 08 ,p llll lll" THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. NLEz4CE aliars ALYNNMILL kP.E. STAN. ND (R<r)NfiDifi66 SGD-7650� NTS 30F 21 E4 MD-7650.0 A P.En 6070 7) SEE SHEET 20 FOR SCREEN DETAILS. QEHT.OPearNa s DETAIL E1 IIxS A mp lzucxsTRly CONCRETE/CMU PERANCHOR REQUIREMENT I..:. , ANCHORPLATEAT Y EVERY ANCHOR Y LOCATION DAYLIGHT OPENING HEIGHT #e X 3141SMS REINFORCEMENT AT CENTERLINE ANT) 9-FROM f— ENDS (FACTORY INSTALLED) 114- MAX. E.R GROUTAS a EEDED. SEE 11 ^ ICHOR NOTE S. SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 -` ` DETAIL E3 DET� AIL L I AND EDGE DISTANCE PER 1w. wood INrp MASONRY nOp METAL COMPLIDADE ANT ALUMINMULLIOUM/STEEL EEL SUBSTRATE, SEE TABLE0. SHEET FRAMING STEEL STUD. A 1& NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMINGAL OR MAY FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER SEYERTIC R OR HORIZONTAL. EDGE NOTE 3, SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, SUBSTRATE, SEE TABLE A SHEET \\i. TABLE q SHEET 1 DISTANCE DISEDGE TANCE 1& NOTE 3, THIS SHEET EDGE DISTANCE EDGE DISTANCE c EMBED-MENT 4 t 1 4, _• IEMBEDMENT EMBEDMENT EMBEDMENT i 1ORZK . -� 1X Oft 2X W000 I 1/4"MAX J BUCKSTRIP, SEE Q C O EM9EDMENT/AND TYP. ANCHOR TIDE, EMBEDMENT/4�'MAX. ANCHOR NOTE 3, L EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE SHEET 1 NOTES TABLE A SHEET 1 & NOTE 3, THIS SHEET TABLE A SHEET 1 & NOTE 3, THIS SHEET — 1) DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS. 2 REFER TO ANCHOR NOTES SHEET 1 FOR LOCI(SIILE9, A°TRAOnLS. FLCEp SR.ES AND ` MOR¢OMAL RAns FRAME HEIGHT SEE ' NOTE 6. QTH rs SHEET E%i���E1 n 30 az 0 1/4" MAX. EMBED- - c I EMBEDMENT MEIN 7 I: s• EDGE � TYP. ANCHOR TYPE, DISTANCE EMBEDMENT ANO 2X WOOD BUCK: EDGE DISTANCE FRAMING, SEE CONCRETE/CMU PER SUBSTRATE, NOTE PERANCHOR DETAILFI SEETABLEA, REQUIREMENT IpMyy SHEET I&NOTE 3, THISSHEET 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION j .398 SPACING, FOR ANCHOR QUANTITIES, SEE TABLE.398 4) CONRNUOUS ANCHOR PLATE, ITEM #8, IS REQ AT ALL FRAME ANCHOR LOCATIONS. 2.947 5) SEE SHEET 20 FOR SCREEN DETAILS. 2.370 93 068 Ofi8 4041 6)SEE TABLES 1& 2 FOR REINFORCEMENT2887 —JI REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXT8REFER TO TEST REPORTS FOR EXACT DIMENSIO— PRODUCT REVISED OLO WIDTH=NOM. PANEL WIDTN-88/16'ILL RISER OSILL RISER SILL RISER Bu11��0 'F9 SIN Me Flo,lla DLO HEIGHT=DOOR HEIGHT-IIAAW-1/2'TOTAL (4-1/16"TOTAL (45/8"TOTAL NOA-Ne. �17-0420.08 PANEL HEIGHT =DOOR HEIGHT -2-10 SILL HEIGHT) SILLHEIGHT) SILLHEIGHT) I lUPlmVonC3tF04114f202! SILL RISER VARIES WITH .390 miP,n' aee Pro4PF1 cenlml REQUIRED POSITIVE DESIGN .390—� PRESSURE, SEE SHEETS 7 & 8 TT�.�390 2.947 1—I 1.793 2.370 4.041 ' 4`4b SHD15M 823 1 L Z887 3I6 sLY I 1 9117 I ALSO NPP 1 .OfiO .060 _( .OfiO 9 2-10= TOTAL .080 -- ° Q SILL HEIGHT SILL RISER nn SILL RISER SILL RISER SILL RISER '1a(2-10 TOTAL `�(3-1/2'TOTAL O(4A/16TOTAL 'N(45/8'TOTAL. ;,`t�,QNV LYVIV SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) $:' "CZ04 •�.�'_ .k; NM 58705 Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 121 1D/05t15 ®Windows & Doors p TYP. ANCHORTYPE weNE seaHeen- INSTALLATION,VERTICAL X-SECT. Sm JROSOWSKI F'•. L'i ��-, EMBEDMENT AND 1°fa9mw. a5nsba� �O�>. STA EO - •4L" EDGE DISTANCE ramssmsxm Fmsn5S14Evz ADDED SQUARE RISERS. �� 04/05/17 'IFS` •'O?!oP'•Cj\��� PERSUBSTRATE, PnEPumar.ALwaMwat PE �{ ''',S/oNgL EN SEETABLE0. 15mrECNnnLacz4RrvE SHEETI&NOTE3, N �•R'�J ALYMMn1ERPE THIS SHEET �orA�VlNr�m jSGO-7650 NNTS 40F 21 $ MD-7650.0 �$ A v.Etl s°15s e 1 © �Y Y� f35' DmamwP NOTES t) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 815 FOR ANCHOR LOCATION 8 SPACING, FOR AN OUANMRIES, SEE TABLES 1 &2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INFERIOR OR EXTERIOR DEPENDING ON CONFIGURATION, WAah Impact Resistant a VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/05/1E Windows & Boars weaelnroaom' CORNER ASTRAGAL HORIZ. X-SECT. glm JROSOWSKI 1GIW NY/. yql bleN 7KMiMateo F�can7ssssssv � NO CHANGES THIS SHEET. �8 04/05/17 PNav n=^erx tvraninta+.vs taro TSCKNµwrovfvs � �� K YFABL'ERS1al3 of A�e�ed I SGD-7650 1 MS III S OF 2t ;4 MD-7650.0 �$ A ts mPIYln9 with the Florida Daaeine Coda 17 0420.08 N0I4No. ¢aninaon Data 04/14/2021 No 58705 A.LYNNMIUMP.E OPTIONAL NON- n STRUCTURAL cI ANCHORS FOR rI 5Jo Q INTERIOR POCKET In1EiICQ JAMB INTERIORPOCKETS MUST , (- SEE FlG I,�", TBIs sREET V INCLUDE A ° TH FRAME JAMB TO REDUCE THE B TO REDUCE POSSIBILITY OF WATER zt INFILTRATION. iN'MAX, to POCKET BY OTHERS, SEE - e NOTE6BELOW. DETAIL 11 DETAIL 12 INTO MASONR! MTO M950NRY to aaz+e _ EDGE ro snauN TYP'ANCHORTYPE,EMBEOMENT DISTANCE, sl za n AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW _-- EMBEDMENT F �`: • ! 1 .. :`� Elce[1Rlca IA' MAX. V I \I CONCRETFJCMU 3+6spawn d _ TYPA ANDEOYPE, EMBEDMENT EZIEaIDa 1— sEEFIG t, ANDEDGE DISTANCE PER n1�l� EDGE +++!!! PERANCHOR This weer 33 zr SUBSTRATE, SEE TABLEA SHEETI V DISTANCE REQUIREMENT & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT METAL TVP., SEE ANCHOR NOTE AND EDGE DISTANCE P ER 4, SHEET 1; ANCHOR LENGTH TO SUBSTRATE, SEE TABLE A SHEET 1 BE A MIN. OF 3 THREADS BEYOND & NDTE 3, BELOW THE METAL SUBSTRATE EDGE DISTANCE fDIST7AN:CE OPT. ANCHOR + DETAIL 13 l0ro mega. � er EMBEDMENT! Q EMBEDMENT J 1l4- MA)L E%1Ekm V EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 114• MAX. CONCRETE/CMU ANCHOR FOR DOOR HEIGHTS 96' AND LESS: 31a ORDtb o0 31 IpWN 0 FOR DOOR HEIGHTS OVER W 21.9' t° - er MAX, q O.C. d zz et n 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL 14 INTO WOOD Tws snml :l'"l`:/— E%iFAICR EXTERIOR POCKET Impact Resistant Al VINYL SLIDING GLASS DOOR NOA(LM) d 10105l1: Windows & Doors 9 q MMsT�so' & P-HOOK EXAMPLES,HORIZ XSECT. 5� JROSOWSKI DN.W twin tLusn°iu+.nms &W ADDED BEVELED PARTS. e8 04/OSH7 IRFDARID .A NTS IAI 60F21 I6$I MD-7650.0 PRODUCT REVISED plg�.iy with Me FMdd. Boittet, Oeea NO .. 17-0420.08 Expiration Bate 0411412021 IV LYN/y, s, No. 6970551 A•. 18 �':'m PJ Design Pressure (DP) and Anchor Quantitles Requlred, (br all appmed oan5auratlons on Sheet 2) lbe this fade W. Door Unit Heigh Glass Typim 1. 1A 3 or 3A ea• 81° 96- 6a-15'16'DLOWGIrt 72-1516-DLO Heght fi 15t16- DLO Height AsbagalRelutdmemeNM Anchor Gmup Anchor Gmup Arwlwr Gmup Locksdie Reintm ment N25 orM Std, bdedacIt RAnfmcem #27 A B I C D A B C D A B C D D=gnpressum +601-60psf +60/-reps/ +5014ep9! 19-1/8' HeaNBlil C3+1 C3+1 C3+1 p+1 C3+1 C3+1 Q+1 C3+1 C3+1 C3+1 GN1 C3+1 24' DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Deslgn Pressure I +60/-60psf +601-60psf +601-60psf 25-1/W HeadrSe C3+1 C3+1 C3+7 C3+7 C3+1 C3+1 m.I cs+1 W.1 C3+1 C3+1 C3+1 30' DLO Wdih Jane 5 5 5 5 5 1 5 5 5 5 1 5 1 5 1 5 15 P4001, 7 7 7 7 7 1 7 7 7 e e 1 e 1 8 3: Daslgnpressure +60/EO psl +60140psf -W/AOpsf HeMISMl 1 C3+1 C3+1 C3+i C3+1 C3+1 C3+1 C3+1 C l C3+1 C3+1 C3+1 C3+1 - nN43-lffi*H..WSifl Jamb 5 5 5 5 5 5 5 5 5 5 5 5 4iook 7 ] 7 7nPressure+60/-W0 f +60/-60 pst +60/-69 Psead/SIII C3+1 C3+1 C3+1 C3+1 C3+1 W+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 J.b 5 555555554mk 7 7 7 7 7 7 7 7 8 a 8 8 n Pmssure+60/EOpsf +60/AO psi/ +60/-60 f ..WSifl C3+2 C3+1 C3+1 G3+1 C3+2 C3+1 W+7 C3+1 C5+2 C3+1 + C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 P-h.k 7 7 T ] 7 7 ] 7 e 8 e 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 AND TABLE Bt 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 80, +DP'S SHOWN IN TABLE 1 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 QUANTIES LISTED BELOW. SEE TABLE A. SHEET? FOR COMPLETE ANCHOR LIMITATIONS, THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B7, 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 THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GLASS. TABLE B1: Water-Umited (+) Design Pressure SN Riser Nom SW Heigh Mal. (+) DP I Allamol Nrne 1-1f116• See Note2 42a 2-11T +38.7 psi/ /3a, 43b 3-1/2- +60.Dpsf 4Z. 44b 4.1/16 +60A psf 45a, 45b 4SR' +60.0 For Dears FIG 1: DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG(OH)LENGTH IS EQUAL TO OR GREATER THAN x O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH =NOM. PANEL WIDTH - 8-9/16- DLO HEIGHT = DOOR HEIGHT - 11-1 /16' PANEL HEIGHT = DOOR HEIGHT - 2-1/2' YL SLIDING GLASS DOOR NOA(LM) DIP & ANCHOR QUANTITY TABLE %JROSCI sv ADDED BEVELED PARTS. JkAj 04105f17 PE ¢B ISGD-7650I NTS 11 70F 21 Z91 MO-7650D $8 A PRODUCT REVISED o prylnp MiN Na FloHtla auiltling Catla HOA-Flo. 17-0420.08 LYNry. *i No. 5a705 t I POLL L: Design Pressure (DP) and Anchor Quantities Required, poll appnnoiI cenllgitmu.. on Sheet 2) Use this t- r. Door Unit Height Glass 2or4 80' 84' 96' 10B' 120" 8&15ri6' DLO Height 72-15116- DLO Height 84-15'16" DLO Height 9675116" DLO Height 108.15116' DLO Height Astragal Reinloc rot#29 Anchor Gmp Anchor Gleup I AnchorGmup Archar Gmup Arohor Glaup Lockstlle Reinfanceme A B C D A B C 11 A B C D A B C D A B C D HD Intedeok ReinbcemeN Design Pressure +1W/-1Wpsr +100/-lmpsf +f00/-103Ps/ +W/-65psr +60/E5 psf 19.1m. HeadfSill C3 C3+1 C3+1 C3+1 C9+1 C3+1 m+1 C3+1 C5+1 C3+1 C3+1 C3+f p+1 C3+1 C3*1 C3+1 C3+1 C3+1 C3N C3+f 24- DLO .lamb 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 fi 6 Width P4wok 7 7 7 ] 7 7 7 7 8 8 8 8 B 9 9 9 10 10 10 10 Design pneee. +100/-100 +100/-1000f +100/-100 ps1 1 +60/4i5psf +60/-65psf 25.118' Headl$lll C5+1 C3+1 C3+7 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C341 C3+1 C3+1 C3+1 C3+1 C5F1 C3+1 C3+1 C3+1 30' DLO Jamb 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 8 B 6 Wkth P-hook 7 7 7 7 7 7 ] 1 8 8 B 8 8 9 8 9 10 10 10 10 Design Pressure +100/407 f +f-1fXlpsf +f00/-f00psf +60/-65xf +5U/65psf 31-118' HeaNSili C5+2 C3+1 CS+1 C3+1 C5+2 C3+1 1 C3+1 C5+2 C5+1 C5+1 C3+1 05+1 C3+1 C3+7 C3+1 GSh1 C3+7 C5+1 C3+1 3e OLD Zmb 5 5 fi 5 5 5 fi 5 5 5 7 6 fi fi 6 8 6 6 6 6 5 Width P4cdk 7 7 1 7 7 1 7 7 7 7 8 8 8 6 9 9 9 9 10 10 10 10 Design Pressr4e +f00/-f00psl +f00/-100 psf +100/-100psf +60/-65 P1! +60/25ps1 _ 37-118' Hc2&slll 05+2 C3+2 CS+2 CY1 C5+2 C5+2 CS+2 C3N C5+2 2 C5+2 C3N C5+7 C3+1 CS+t G1+1 CS+1 C5+1 C5+1 C3+7 If 42' DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 — Width 8 9 9 9 9 10 10 10 10 P-hook 7 7 7 ] 7 7 7 7 e B E fled'. Pree. +100/-100psr +100/400psr +92/-92ps1' +60/-CSpsf +60/-65psf 431 e' HeadrSlll C5.21 C5+2 C5+2 C3+2 C5a2 C5+2 C5+2 C3+2 C5+2 C5«2 I C5+2 C5+ -21 C3H I C5+2 1 C3+1 C5+2 C5+1 C5+2 C3N 46' DLO �� 5 5 7 5 5 5 8 5 5 5 9 5 6 7 6 6 6 a 6 Wkhh 9 9 10 10 10 10 P-bcok 7 7 7 7 7 7 8 8 8 8 9 B 9 Design Pressure +WI-Wpsf +WI40,1 +60/.Wpsf +60/ en +54.1/S&7psf 49.1 1-headn9111 05+2 C3+2 CS+2 C3+2 05+2 C3s2 0$a2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 1 C5+2 I C5+ltfEtiI2 C5+2 1 C5+2 C5+2 C5+2 54' DLO Jamb 5 5 e 5 5 5 7 5 5 5 e 5 6 6 6 6 6 B 6 Width 9 9 9 9 0 10 70 10 P-hoot 7 7 7 7 7 7 ] 7 8 8 e 8 Design Press" +80/-80Ps! +80/.80Psf +e0/.80 psi +58.1 /-64 ps1 .6/537ps1 58.1/8" HeadISIO C5+3 q+2 C5+3 C3+2 C:»3 C3+2 05+3 C3+2 C5+3 CS+2 C5+3 C3+2 C5+2 CT»2 C5+2 C5+2 C5+2 C5+2 C5+2 H DLO Jamb 5 5 6 5 5 5 7 5 5 5 B 5 6 6 8 6 8 6 6 Width 7 7 7 7 6 8 B 8 8 9 9 9 10 10 10 10 P4 7 7 7 1 4100.0 PSF FOR ANCHOR GROUPS B, G s U. TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET I FOR COMPLETE ANCHOR LIMITATIONS. //// THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITNE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2. THIS SHEET. #OFANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS J 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. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TART F R2 Water-Llmiled (4) Design Pressure Sill Riser Ffelght am14.d None 1-11116' See Note 2 42a 2-7/2' +38.7 F61 43e, 431, 44a, 44b 41/16' +80.0 psi 45a, 45o 45�8' +100.0 ps1 OLD WIDTH =NOM. PANEL WIDTH - B-9116' DLO HEIGHT -DOORHEIGHT -11-1/16" PANEL HEIGHT = DOOR HEIGHT-2-1/2' VINYL SLIDING GLASS DOOR NOA (LM) DP& ANCHOR QUANTITY TABLE litlJROSOWSKI ADDED BEVELED PARTS. :eep� 04/05/17 yy a6 BGD-7650A NTS ; OF 21 1$ MD-7650.0 PRODUCT REVISED plginge lihthe Fladda aeildinp Cod NoA .. 17-0420.0e *. No. 697, A LYNN PROJECT CPT. MC IOR TO ND IN AIGYYENT STRAIGHT CONFIGURATION - PXXX, OCKET, 48" X 84" NOM. PANELS, ZING, ANCHOR GROUP A IN WOOD SUBSTRATE, ESSUREREOUIRED:+48.2/-58.BPSF . POC Tsy ORIERS, 5EE �n III 5HEE6e I N�� 111 II Ilg ° OM e", ZV WX O.C. I 9' MAC OAIDIN XJ.WEW P-HOOK JAMB ANCHORAGE ANCHORAGE DETAILS DETAILS FORPRODUCT REFERENCES ALSOSEE A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS, B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FORALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 818 FOR EXTRUSION CRGSSSECTION DRAWINGS E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. MAC '-T 1HOBAGE. SHEETI2 SPLICE AN SEADO IN-RELAS NSEOS MAY SXEET6 BEADOED IN�FlELO PS NEEDED TO PLGNTNE HFAOOR SILLIFA -PIKE OCCUFS WIIMNA POCIG=T. SILL SPLICE /// 6' / �'I M/JL I '.T _ E I C OFI OF INTERLOCK 25 -AW. iL1 HEAD ANCHORAGE DETAILS PXXX (3-TRACK) 4 INTEW00. (� CENTE E GEMEFLWE jIf�OF1MERLOLK OF PTTERLOCK CENTERLINE `OFRANfLf I CmiE:LLIrvE I OFPNlEL2 FRAME JAMB SEE KETJWB REQUIRED® WTALIA NON NTERIOR PoLI(E15 SXEET6 1) KNOWING THE PRODUCT'S REOU IREMENTS, SCAN THROUG H TAB 1&: FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREME +48.21-58.6 AT A NOM. PANEL SIZE OF 4W X e4". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/E0 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY MaaEI5i6 C3+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE JemD R 1 SHOWS ANCHOR REQUIREMENTS OF: IP-Daok 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE'-2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORSI: SHEET 11 FORTHE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. iI JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. ® Im Pa61 fl¢s613n P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL W1n0BWS 8 Doors LAYOUT. WE11eD�nGtA IafeDNW.25MSAwf lGv,{ft AfTJ 3) INSTALLATION DETAILS INTO WOOD CAN rm G6Ewae5.e6 Fe xaaAl4ae BE FOUND ON: mPmu!DBr.A.LrAlvemtm F. HEAD S SILL: SHEET 4 1worRCNnrocQGrDwPE JAMB: SHEET 3 N " mftsan4 (DIIfIC0.fdA P-HOOK: SHEET 6 rrnr: QFwnt /due .W. SILL ANCHORAGE DETAILS PXXX (3-TRACK) EXCEPTION: FOR SILL (SHOWN)AND HEAD, ANCHG$; MIDPOINT OF END PANELS ARE ONLY R, O.C. DISTANCE TO THE NEXT ANCHORC 25-3/8'. OTHERWISE ANCHORS ARE NOT PERTHE FIGURE ABOVE: 53'0-LVu. Z.— _ 1 6' — j 2'ANCHDMGE �I L. SHEU MMOPAGE EXTERIOR (MIN 1 ANCHOR) lu PRODUCT REVISED IyI g wIN the FIRd"O DOIIBInB COBS Na".. 17-0420.08 I Rxpfntlan Deto 04114MO21 THE RED IF THE TER IS OVER VINYL SLIDING GLASS DOOR NOA(LM) Iml 10/05/1F. STRAIGHT DOOR EXAMPLE n J ROSOWSKI NO CHANGES THIS SHEET. 404/05/17 SGD-7650TINTS III 9OF21 &I MD-7650.0 p$A #- j �yNa.558.7�05��- L"NM ER AI PRO513 ER.PE PRO S6Ta5 7M1 NOA Wta' HS GLASS 09W PVD 3N6' ANN GLASS eo s1 aIXEPOR - -- r PRODUCT IS RXTERIOR. I O G1fgD'IFa80811S TOWARDS THE EXTERIOR/ I PRGDUCr Is•INTl Is GIAZEO.S tt88IS TONARDS THE P1fER10R I SEE NDIE; THIS SREEF GLASS TYPE 1 KODISPACE 0 4SG TPS PAINTEDI 716' NOW GLASS SITE STRUCTURAL SIUCONE FOAM WWI DESICCANT 7116' NUM. WIS. HS G-AS: 09tl'PVE Pf10W4T 15 "FXTERpR- I LAlED`ff IX860tR TOWARDS TXE IXIERIOR I Gj P"Er aaR PRODUCT IS INTERIOR- GLFZFD•IFB'Bnetls TOWMOS TXE INTERIOR THIS SHEET i HIBT es SUPER SPACER®NXT" 5116'NOM. SEAL BIffYLB DESICCANT ROLL -FORMED_ FOAM STAINUESS STEEL EM. GLASS EXr. GLASS INT. GLASS N DURASEALaD XL EDGE"" SPACTa ER SPACER GLASS TYPE 1A 7/1E" NOM. MVHS GLASS-\ . 090' SG PAINTED/ WIVHSGV 1— A INATEO SURFACE aExlEwoR 1 PROMICTIS'FXTEFIOR- O 7G A55 GIR - 0`0504LM TONARDS WE EXTERIOR I SITE aINIERCQ Pi-0-TIs'IMFIUDR- X GLA7ID`IFp60611$ TOWARDS THE INTRgOR 85 SFENOTEZ Tt65REET GLASS TYPE 2 Wt6' HS G1A55 NUM. .09C' PYd 3D6' HS GLASS 711SAIRSPACE W1S L.AS$ C Bi i5. G] ExtmIDR PROOUCTIS'EXTERIOR GLAZED'IF ES NWMGS THE HEEXTT ERIOR I O a INTFAIDR '. PR AREA -WIISI 831E TOWARDS RIE INTERIOR TOWARDS WE OM. I SEAL SEENOME THIS SHEET W16' HIS GLASS- .OSO'SG- Ts 76 &16`HSGLASS- O TS 7%tGAIRSPACE- W16"TGLASS- PANTEO' LAMINATED as p(� SURFACE �J PROGI1C IS'EXTESbR- 7B'NGLAZED'1F9 GLASSS TOWPRDS WE GOR Exrl:moRl I SITE I a IMERIOR PRODUCTISINTERIOR- I R GIAIED i16 TOWARDS STHTHE N INTERIOR./ Tnrs SHEET 1-111TNDM. WlT HE GLASS - 09P PVB- 3i16' ANN GLASS- i1 V1T TSPACE- W18' TGLASS- PAINTEOI —LAMINATED Rz D ea SURFACE a PRODUCT Is'£XTERIGR- TM-NOM. GIA IF 08tE]IS GLASS TOWARDS THE EFTERpRI SITE I I \ Tr a MTERIOR \ 9 US£PRODUCT IS'INTE n Go-SWEI3is IF 1s TdVPRDSTHEINTERIOR I afi SEENOTEZ TH6aREO` PAINTED/ —LAMINATE SURFACE I� M. GLASS BRE GLASS TYPE 3 'ANN"=ANNEALED "HS'= HEAT STRENGTHENED T=TEMPERED 1-111EN0M. 'PVB-=.090'TROSIFOL© PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG'-.090' SENTRYGLAS® INTERLAYER Ts 7a BY KURARAY AMERICA. INC.VI n T°' PRODUCT RESED as complying wilt Mo FlaNEa PAINTED/ aulldt,"a LAMINATED NOA-xo. 17-0420.08 rSURFACE Espl.agon Oaea04/14/2021 1 To NUM: GLASS 'TE I 0-1 GLASS TYPE 3A GLASS TYPE 4 NOTES: 1) BACKBEODING SURFACES SHALL NOT BE PAINTED OR LAMINATED. ResiStant I VINYL SLIDING GLASS DOOR NOA (LM) 10/05/1L Olmpact t� Windows & Dows 2TERIOROTMAYBEEITHERORGLA wegLwalaan- GLAZING DETAILS & JROSOWSKI INTERIOR OR EXTERIOR SURFAZED,CE PROVIDED THAT THE°HS'SURFACE IMWNWM Slasf Nr unsss razxitssa.65gp Fa58554AB®a NO CHANGES THIS SHEET. �13 04/05/17 OFA LAMINATED GLAZING UNIT IS FREsurmer..wayMral^ P.E �g ADHERED TO THE GLAZING LEG. Rpm TEORHOCOGynwos NV cr' adads COM A ss 4 _ q p. SGD-7850 ,� NTS 10OF21 14 MD-7650D ep A ASTPAGALOR- T ASTMGAI OR IMERLOCK TRAALOLN LyTL CENiERIINE 4. LFMERLWE 4. 1� b IRIOR EXTEjjRIOR 3 2-TRACKCLUS ER'C V 2- PALK UUS ERGS AWHOR UA TION6 ANMR LOCATIONS ASR aL OR F.sTwtGU OR WTERLGCK INIEPICCK 4. CENTERLINE 4° CENIEILLINE ERIOft —'+ 3.2Y FMIE�IWOR 3.22° ol &TRACKCLUSTER•C8 Cj STMCK CLMMR'L" ANCHORLOGTIONS ANCR I=APOKS ASTFAAALOR ASTRAWLOR WIERLOCK INTEPLOC% 0B0s2�`,. CFM[f41NE 4" CENTERLINE 4' L EjjRIOR 322' tEXT�IERRIIOR +• 3.2Y J 6TRACKCLUSTER 1`�-T4TRACKCLUSTER 'L3'ANCRORLOCATI 'CS'ANCHORLOCAT NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISANCE152.3]5' 2.375' FORALLSILLS: mlljo!Llg(�)lm m i'iWYKINfERAIEOUTE • t•ANCHORLOCATON PANEL CENTERLNE FXIEnnRIOR 1 v 1.7RACK INFER WAM '•1'ANDIORLOGWN o W'AVCIIORLOGTION PANEL PANEL CEWERUNS CENTERuw 4' 4' EXTERIOR EMjE'IENOOR V 2-TRACKWfEANEDIATE V 2-TRACItIMER MIAW •42-A ORLOCAWM '.XANWORLCCATKHIS 2MNTiZ�E 4' CENIFALWE 4• E�RHN1IXTEI�PII�OR vt 3 :j 1TRACKINLEAMEOAT I/ }TRALT(IN RNEOIATE '•2'ANCHORLO(A=O 13-A RLOGTItliS 4' 4�- MCK iM RAEOIATE V 4TRACKIN7ERMEOWTE '•TANCXO.UD WNS '•4ANCHORLCCA=M NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 2.376, FOR ALL IS 2.376° FOR ALL SILLS: HaetllsIII 1 PRODUCT REVISED IYla9 .Nn tnn NP4aa B..I.I 1PAtulupA LYN%y Ooa. 17-0420.08 �AAt ONY . .... .krtk 5 P-nook I 7 NOA-No. �Y... EKPhation Data 041l4f2O2l N0.58705 =�: Cj 7� MANO �%;cS67,:-__ VINYL SLIDING GLASS DOOR NOA(LM) lAl10/05/15 T- aPmaoot caaw ANCHOR LOCATIONS FS JROSOWSKI CHANGES THIS SHEET. 0134105 117 al gg I h4I II I) A. L"NMILLER PE NTS 11 OF21 6£ MD-7650.0 z A P.Ea eKrm 3.22" v 2-MQ(LLLLSTEA ANCKORLCGTONS ASHUGALOR IMETLCCK CENTERLINE 4" YTiNCK LLlISTOi'CS' MCIYJR LCGTONS ASTRAGAL OR CENTERL wrERLOGeNE 4' �.-322' �7 aiRACKCLUSTRt 'CJ'ANLNORLOGn015 ASTRAGK OR INIERLOCK7 4' CEMERLWE EXTERKJR 3.22" 1-TRACKCLI.CRE MCHORLOGTIONG ASTMGALOTI INTERLOCK LENIENLINE 4• E%iE�RIOR =,322. `J STMCMUMRT MCHORLOGT AS GALOR INIERLncK---�- 4" CENEERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK-10 ACK DISTANCE IS 2.3769 V 5' FOR ALL HEADS: vi i me, �0 o-TMCKCLUSIER 'CS'ANCHGRLAGTOM PANEL l CENIEAIAE EKTEn�IRIOR v L W Cf10R OGMI -.VINIEN TO: ' 1'ONN PM'EL CENIEN.INE 4• E%TE�RIOR 322" V 2.1MCKINIFAYEDWiE -.rMcxoaLocATKRrs PA L PMEL CENn:RLIPd LEMFIiL NE 4.76" 11. . R E%TERIOR 1TR4CK INTERHEGAIE :TR4LKINIERMEOIgTE v f'MCHORLOCATK)N 'YMCHORLOCAtI0N9 PAEP.WFOBY..ALYfWM lFRAE iGATEG OGYORNE PANE 4" CENR:RLINE IxTealoa 3,�' V 2-TMCKR.EDATE '.SANCHORLOCATONs PANE CENTERLINE 4" IXfERIOR —^ 322' fl }T CK INIEIA!EDATE V • �•MrIIOR LacAnorvs 4TRACKLYTERMEOAM ID 6TRACKIMERMEDATE'lr 15 VTRMJ( IMERMEDATE"K]' 'WMCHORLACATKIN VC RLOCAn ANCHORUO TIDNS NOTES: xlauxES RwTAMTDTNEROLLQAING xEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. wixna.� ACK-TO-TRACK DISTANCE 152.375" W2375* FOR ALL HEADS: DUCT NDAO-No. REVISED H6a asmmplNgmPlenaeR�QPll;o'wLIG.LEYNSTFN 7_0420.08 Pwk 1 ] TTLLT' BKPiraaon Dees D4N 4R021` '= SLIDING GLASS DOOR NOA LM) 10/05i15 - *: Nm W7D5 ( 8 GY ' _ MTam,- � : G OR LOCATIONS B IS DROSOWSKIAO l 1 I :.L Ul NO CHANGES THIS SHEET. 14AID4/05117 1 NTS 1.11120E 21 %11 MD-7650.0 k LYNN MILLER RE i OPT. ANCHC TO AID ALIGNMEh OPT. ANCHC TO AID ALIGNMEP.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK a 1 Nesa5la C3t1 21.6' MAX, O.C. I 8' MAX. j I 2-TRACK FRAME JAMB ANCHORS JAMB WEEP NOTCHES R END @ 1' X.500- —.- 4.75' 21.6' MAX. O.C. EXTERIORE7 LINMAX 7TRACK FRAME JAMBANCHORS JAMB 7.725' 21.6' MAX, Q.C. E RNM MAX. 4TRACKFRAME JAMB ANCHORS 1EEP NOTCHES END @ VX.500' (3)TRACK WEEP HOLES ERY 24-@ 1.125' X.190';f (RY24'(K WEEP HOLES (1) WEEP NOTCH EVERY EVERY 24'@1.125'X.t90'; 24' @ 1.375" X .600' (1) WEEP NOTCH EVERY 24^9 137EX.500- SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) PImpact Resistant WlnEews &Doors weeesilmxacx^ igglingg C VINYL SLIDING GLASS DOOR NOA(LM) I -- ANCHOR LOCATIONS C I fd1Ctlm t aaan4 R. x117s snt4sm r'wusaazanz ENO CHANGES THIS SHEET JAMB NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR (5) WEEP NOTCHES PER END @ 1'X.500- (10)TRACK WEEP HOLES �\ EVERY 24- @ 1.125- X.190'; (1) WEEP NOTCH EVERY 24' @ 1.375-X.500' J ROSOWSKI NTS & 13 OF 21 1911 MD-7650.0 PRODUCT REVISED 6complying with the Fiadde vlig Cade NCA+1u. 17-0420.08. A. FlGIIPE3 FEfti/JNiO RIE 7READF*CORNER USTER ANCHORS LAYOUT: SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 4' 14. JI �F 4. q. q.L �( 3.22" EXTERIOR 3.22" EXTERIOR a� Jamb 5 a1W.CKYJ•CORNER (L 2-TPACI(BS COREER Ij�1 Piwok 7 YA• CRLOUTONE <J 'f6PNCHORWCAMNS v 2-i CKSTCOPNER EMEp10R T-TPACK92'COPNER EXIERWR IUSEWHEBE'G•ISSPECIFlED) EWHERA CS IS SPECIFIED) TA'ANCHDRLOCATCNS 'Cb'ANCRCRLOCATICW (WENHEREC3-ISSPEGFIEO) ( WY USE �ERE•CS IS SPECIFIED) F H R H 1 4- 4- &T CKWCORNEa T ANCI0RLOCATIONS (USE MERE = IS SPECIRCD) I A-LRACKBS'COM'ER E%TERIOR (MEMERE 'G' IS SFELffEO) smACKw•cowuEn •ce•ARLHOaTnFw7wNs (WE WHERE'CS IS SPEGFlEO) 4- °GI`ANCH OC E (L6WH EEREE- ` P fl P P 1 4 u alOa EXTERIOR Y"T S LDCAMER 0.TRACI(90'CORRER 'CMERE O V m sFEcPS EMER RORLO SPECPS (JSE WHERE'C4155PECIFIEO (USE WHERE'LT 65PECIFlEO) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE l SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK JW2375- DISTANCE IS 275t2.375. P/tFPA FOR ALL HEADS AND SILLS: I sTPACX BY CORNE0. EXTERIOR CMERETr IS SFECT (FUSE4NIE�RE CSIS SPECIFIED) H P N P 1 PRODUCT REVISED s Duncomuy°iom Iz IN NoFbtltln NGA o. 17-0420.08 Ex,IOO°R Doeo 04/14/2021 v•. N lgli� � 4' 3 l��SS.!i0a10P.•G\?: EXERIOR tTRACK W'CIXWEa � ///r 111111T arsT4IR & Doors @ VINYL SLIDING GLASS DOOR NOA(LPA) g 10/05/15 _� g ANCHOR LOCATIONS D &� J ROSOWSKI IT �aesu @ NO CHANGES THISSHEET. ayd 04/05117 eDApz M �d IT76 ° bSNa {SGD-7650� NTS 140F21 E9 MD-7650.0 1!£ A RCL,as Pe.r.wTonlE D 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135' CORNER CLUSTER ANCHORS LAYOUT: F(JIIXVPA,L^L'oTT31Eu - nxugRtxxncxs 735' 4' 4' 4" 44"ew�- 2-PtXIW 4' ° EMERIOR Jamb 54• EXiERKNi OR P-hmk 7CCNER 15 'G'ANg10R LCCATONG 6'ANCKORLO TION9 •G•ANCHORLOCATORS -W'ANCRORLOCATIgiS (MEMEREC3-ISSPECIMED) (USE RE C6 IS SPECIFIED) 'WE MEr@•O3' 199PKIREDI (WE MERE 'C6' IS SPECIFIED) ° 4" PRODUCT REVISED pl)In, with Me Florida a-. 6u 11 Gade 7{IVppLI=rL- Math., 77.0420.08 {{R@�'• Iffl*tn�E Expiration Date 04/14/2021 IXIF.RIOR ]1S FJRE3ICR {IE%iERIOR �j� Dy .3.27 V mm Rruau<e cones &T CKIWWMIER sTMCK 135'CAFNER 3 135•COR�Fft 1TRACKl35'WO R IXMIafORL M*IS Y6'ANRKIR LCGRONS Yp AN LOCAT101G 'C6•ANCHIXt LOGTKINS (USE V+ID:REC3'SSFECIFIEDI (USE VMEREY5195FECIFlm) (UyEYMEIjE $pSIF:EO) (IISEMTEf�t'+'SSPECDIED) 4- OE=E 4" 4 .I"". No. 5870 4" * _ FXIE0.10R ° ° E%TERIOR - - FxIERIOR ��•P-.OF Y117ANCHCRLO�CA�TIW -W'M�CRLO MNS aTKncKRLOM ml amncK,u•�Rrga .ONAL Ern• DSE WREREWIS SPEL1F1E0) ILSENNEHEYSISSPECIRED) G"ANOt(ORLOGT'Q"v5 "!6'ANO1OR lM/MCF ' .......... ( (UEEY41Em:'GTRSPEC6D:O) (IAELY!'ERE'C is C.) X LYNN MILER P.E. NOTES: P.EtlM rDwas FERrAntorrD Faaavna,ss•canrsl i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Impact act Resistant NEADANwonwunaxs: ® P EiS SS DOOR NOA (LM) 0 10/05/75 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE .�I Windows &OODtSg 135" SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. rDix�w my SE S JROSOWSKI IlaeNsill 7 f nnal+.assrn SHEET. Al04/05/17 Jamb 5 3)TRACK-TO-TRACK ���I(j_—jjL Tets SS"'smFJAS-6sstPtack 7 DISTANCE IS 2.375" 2.375" 2.37FORALLEIS 2SAND SILLS: 15OF21 V$ MD-7650.0 99A sl,U x LC PDN q• PxrERroR 32T R.TMCRSPNLE •EMEA VORIOCSECFI (115E15MERE C3•Ib bPELIFIED) sPL1LE LOGnON 435' [ � IXIERpR 4' rl TRUCK SPIKE �J 'EMEIMORLOTIONS WMM (L6EKNERE C3"65PEGFlfD) SPLICE 4,75" LOCAnON EXIIEI""w�OPFm 1J 'G'ANGITT.O pNs (ISE WNFf+Et3155PEGFlED) twuPEsvmTnwroTl�eF�amwe alcm spuc LOLATKIN 4' EX 322" T�MRI x-TPACK WP Y5 MWORLOCPn (Mg WNERE'W"ISSPECIFlED) sp E LOCADIXI q, 14, pclEwoR 322" fl ANMCKSPIICE V 'Cb•ANL'wms mFl (IIbE WHERE'CS IS bPE\CI}PIED) rySPLLCE—T / 4" 4TML1tSNCE 'W'N DRIACRT (USE WHENE'WIS SPELIRIM) SPACE — LOLAnON'-j E MOR I rl 2TMCKSPUCE V yq'gryU1pRLC mm (USE WKEREST LS SPECIHM) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 3.22" 0.T CKSPLCE •fi'--M LOCH oI WE YMF TT IS WEWIM) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET. SEE THE EXAMPLE ON SHEET 0. 3) TRACK -TO -TRACK FORDISTANCEHEADS 2.375" 2.375' FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND 15 TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISOICTION. snm D wnoN 4' E MOR 2TMCKSPLIM �/ •CC AN MLOG=m (MEWHER MSP WS)) SPLICE LOCADON q• EMERIOR 4• n iTMGKb0.1LE (USE W11EPE-CTIb bPE1FIFD) All ®`© �0 PRODUCT REVISED plylCatln9 WIN tIN. F1.dd 6u11tling a - RDA-N> 17-0420.08 Evpingov t.w 04/14/2021 9- CKSPDW �� '�a• EIOEN �(/'� •Cfi'ANCRORLO M0% (IISE WHERE YS LS 8-EGF99)) Ne. Sg P'� Itg10 vim= A. LYNN MILLER, 0.E mos9TGs ilanl VINYL SLIDING GLASS DOOR NOA)LM) 10/05/15 Oools 1' ANCHOR LOCATIONS F f �^ J ROSOWSKI ,.1Aansss NO CHANGES THIS SHEET. IkAI04105117 NTS III 16OF21 a9l MD-7650.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE MIEICOCK SINGLE UNTERLOCK FIXED LOCK5TIIE ASTM ASTRAW OMIDEW ASTMGAL WSIDEM' ASTRAGAL OWSM1W ASRµGAL INSIDEI]s ASTMGAL INIENOR OR OVT M STILE WIMNOLE BOX OUT BOX IN RECEIVER RECEIVER RECEVER REMVER ESTOtORC1.CZ•D BINGE RT E F PP K L L TC TA TV TW DUT 'm I $ B H P A C C SC SA SV SW W IN mv..mo %X" BRXED RR R S S FC FD FV FW Lli J °Dante D M J J wrNANOIE �.� �w r LR T U F. LL mxou Pcvwm AS MI T U W � Boxw IN ao CT CS CF W Z RECEIVER AT AS DF a RECEVER VT VS VF IN.'M � WT WS WF LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F' SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2. SHEETS 7E FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. JYH0dows & DOOTB WE'RESiRM6FA' FFEPARED OK.A LYM'A111LE14 PA ' mSECKAOLDOyD KVEMCEFLNm (BN)I 160' BENT. OFAUM MBS SCREEN PANEL TYPES Dou � C RlTERLOU L ASTRAGAL DOUBLE M LL1LRPl£ C:k------ J , INTB I JLOCI<Snm ABTMcu SD SwGIE �(^' L �'� DOUBLE INTEN10m ��-^^�`—,i:J IMERLU]( F r ADOUBLE LOCNBTILE ULOa I.E COUBtE BFIG:E DS IMERItI« IMEBJO« GLASS DOOR NOA (LM) PANELTYPES NO CHANGES THIS SHEET. iGD.7650 NTS 5 17 OF 21 Bu110p1,m, nUh LBo FI.dd. 1n, COEo NoA ' 17-0420.08 BzpLnu=� D.04/14/2021 'x��N cewNN2!il''. U SS $ 10/05/15 * i NO. 51.8.7D5 ., J ROSOWSKI MD-7650.0 I 10.635 --�q-{j 0.700 0 ❑ 1.012 0 p L� 1� 01.fi81 2 TRACK HEAD/JAMB t © 4TRACK SILL I� 8.250 �° ° -8.250 100 0 O aooJ 3 1 6 Qna �❑e. ®0 O3 3TRACK HEAD/JAMB 4O3 TRACK SILL 5875003 7.691O4TRACK 4(�)2 HEADlJAMB RACK SILL A57a 3 .110 ®TOP, BOTTOM AND STILE REINFORCEMENT 540 r.291 .061 .762 ,25 46 ("-.550 L .soD ''' r---6--.062 .930 .301 r p 1923. ORLOCK CAP. COVEA(PVC) ®ANCHOR PLATE ❑BrTRAACKINSEERT 0 EXTENDED NDEDPOCKET 5.178 -H 1.000 1 �5 I- r.p62 .J-..0231 0� 2.Ofi0 ,10 1913 (}T 080 r �---.D62 11 SUPPORT BOTTOMRAIL 12 ODUTEERR SILL O3 SILL TRRACK QP-HOOK ADAPTOR Qe P-HOOK 25 .62.540 .500 .540 .291 061 (-228 2.B,- 5-: ;D�` �r,4,-�1 3.000 -z�^ I -AIL---.062 1-2.607---IT .07s� INL f j06 f -I 1 �KEEPERED @KEEPER 21 BR INFO ARCOVCEMENT ® ER REINFORCEMENT FIXED PANEL CUP ®p�TE RCEMENT 2.511 i� .309 2696 .080 ����III �{ �{ 3.483'1� 1-� .125 2�300 I. ,7JI� .400 e 2,]� } I �.070 .075 2.7184.81f35 4.217L9, ,70 --l-�L•.188 IL7��{II I-.-.182 .120 2.0251u1 .312 �210 ��2.770 1 -�I�--- .720 '1a2 2291 .100 - ® AND STILE ®RTERLOCEMENT, REINFORCEMENT, �RE NFORCEMENi ASTRAGAL ®INTERLOCK ADAPTER I-ADAPTEREXTENDED POCKET K ASTRAGALADD-0N PANEL STILE. TOP ® AND BOTTM RAIL COMPOSITE STANDARD HEAVY-0UTY REINFORCEMENL 9.326� r�3.345 3.452 - 1f472 .125 3209 .080 3.713 1-1 � .090 25 3.345 75 .046 1.500 3.24>. 7 .071 y 1.t70 ® STRAGALER ©p PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, �ASTRAGR AL EXTERIOR INTERIOR O65 t912 NOTES' 252 .061 912� �-I210 73 2911)SEE SHEET4 II t261 1.281 1.261 3'�0 ( FOR SILL RISERS. VVV 2)SEE SHEET 20 REINFORCEMENT FOR SCREEN ® SQUARE 81 BEVELED ®BIEVELED I OGEE ® OGEE ®BAR COVER PARTS. BEAD BEAD BEAD BEAD BEAD 3)ALL DIMENSION IN INCHES. 1595 1595 40 90- CORNER ASTRAGAL CAP, EXTERIOR N. YEN 0La U275 E N.VE l)C I914)4 fF10 ]eatmp re1r. oFAurn 4RTY 2.511 L919 � 075 O80 4.fi35 .090 2.ti6 �.919 r ❑ j�2.770� ®4 90-CORNER NTERLOCK ASTRAGAL CAP, 0 31b ADAPTER INTERIOR 2b ASTRAGALADD-ON SLIDING GLASS DOOR NOA (UM) ADDED BEVELED PARTS. 3GD-76504 NTS 111 18 OF 21 �- 2.838 2.0� 099 0 ® INTERIOR JAMB COVER PRODUCT REVISED plying wM No Florida Bullding Cpde NGA-No. 17-0420.08 Baplmtlon Bate 04/14/2021 10/05/15 _ * ` Na 58705 J ROSOWSKI 11 "^ :p_ H(al 511 e �OF'. BTA F MD-7650.0 1) INsrAll� 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4)CLIP ANCHOR CLIP INTO ATTACHMENT ASSEMBLY �eJj PANEL &SUBSTRATE, HEADER TYPE AS USED STILE v USING INSTALL ONE BLOCK AT u BLOCK 4J IN INSTALLATION, INSTALLATION EACH INTERLOCK. TABLE A SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL gs(3)#1oX ° TABLE ONE BLOCK THAT 1.5'SMS / SPANS BOTH PANELS. '� B013SMS t d e �� FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE zs PANEL MIDSPAN OF EACH FIXED B5 X2-114 CLIP PANEL -TO -FRAME JAMB LOCATION. X2-1/4"SMS / 0 #3 % 1" ro SMS 15 / \\ (4) #10 / ¢i a RECIN AR 1B/4-SMS �\ �� y I OVER %2�EEPER to • � -.� �1 / / 11 \\\ (a)l!WJ KEEPEa 11"M WO.0 WE SHEEP I9 n� JAMB TO I19,'� o KEEPER TO JAMB o� SILL ASSEMBLY j� \\ / ATTACHMENT / LOCKING JAMB t5 PRODUCT REVISED REINFORCEMENT PLATE molyyl1 gg Y4m 14 Rarl4a Builtlin9 Lotla ATTACH WITHNX1-114' 4-PANEL, 2-TRACK KEEPER +s Noa-No. 'IT-0420.oe Q34-tY2'MAX O.C. OXXX SHOWN EnviLauon oats 041142021 mlam nvmtlucL cv,mvl 2*S (4elf 2'SMS en INTERLOCK INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR xz ` 1) DETAILS APPLYT02,3AND 4TRACK CONFIGURATIONS. REINF. PLATE 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. s``+t t i zj�ziz BOTTOM RAIL+� °� w410X 3)SEE TABLES I& 2 FOR REINFORCEMENT REQUIREMENTS. �`�S�'�N. pEN....41 SUPPORT 2-112"SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #6, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10X 1'SMS�j a- Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) &' 10/05115 '*e'. No. 5e705 '= THROUGH SUPPORT, 9z Windom & Boars INTO PANEL PANEL Oa'en[smaxcet' ACCESSORIES INSTALLATION gB JROSOWSKI ,A',� ) I w ot0x ASSEMBLY f01arnnN =0 tits}JJJa oa INTERLOCK SILL RETAINER t-1rz'SMS rasoMI.°590 FazsLSIA96°9a 4 CORRECTED#96 k&' 04/05/17 "� '• F �' ALL PANEL CORNERS CLIPATTACHMENT WELDED, NO ASSEMBLY Pa�1�007trir~NOLiasYww vE INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N, vENICE FL9K•7° r�+t 1VAL t+t+t�` 1/44°1f°0 SGD-7650� NTS t90F 21 E$ MD-7650.0 .� A &LYNNMILLE(i PE CEit� OFgUIN/gYA O P.E630t05 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑° O° ❑ll t 9 3 131 tv tr•1 133 1R Im tOR i,g t03 Lid rz 111 1W HORIZONTAL SECTION ne HORIZONTAL SECTION EXAMPLE IN EXAMPLE ns 131 � Im n1 a0, P rk� 12I Im ❑ 3 13 s HORIZONTAL SECTION EXAMPLE 10 412 Lf / IN tW HORIZONTAL SECTION nv 1.081 IN EXAMPLE 1.081 12027----I�( L778 1.778 935 .875 875 i'� 1.020 9�r-- - .0050 �I .0050 .095 SCREE SCREEN REEN �p 1a1F EN 1z1 LATCH L. I�ADAPTERLO 1.893 JIIF• • IIIS 7.993 1.8`74 RAIL LATCH ADAPTER L .062 PRODUCT REVISED BOX SCREEN BOXSCREEN BOXSCREEN smmPlymg vnfB lbe Denea 1m� +m ,mt.435 Dana6g toes TOP RAIL BOTTOM RAIL BIDE RAIL r—.725 3 gan-xa 77-0420.08 m .765� .782-� Rwimuan Dam 04114/2021 OR 040 .062 er e1.020 1.593 1.373 I3s Ix~&SCREEN VINYL &FRAME SILL 63 2 g t23 ASTRAGAL ' t3f SCREEN .055 1.g ADAPTER SCREEN ^�:--.062-I-�-.372 /10�3BOX,m BOX105BOXSCREEN 6Q(1\J SCREEN &SCREEN OOXO INTERLOCK BUG ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION `I3I,NYLYNN EXAMPLE EXAMPLE NOTES: . �aO....... ,y/ 1.306 1) ALL DIMENSIONS IN INCHES.JCENSF'. �(� --11.343 �-'•-- 055 -^i 1.487 -- No. 58705 •:P 1.487 T-1� Impacl flesistant VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 �' Yr 1.510 060 ®W,nd0amW, b D00Ts weaeux,w- �SCREEN DETAILS Ik JROSOWSKI [� f01LU N.W. ]SASEnfI -A 10'T:jf/` BOXSCREEN BOXBCREEN BOX SCREEN HEAD Mhm,RJVR �O�'., 51'A r . [[,� Im ASTRAGAL 101SILLAOD-0N (BAND JAMB ADO -ON resmxva asw reswsuxm d NO CHANGES THIS SHEET. 04/05/17 (t"••:[omDp•.:' ��3: ADAPTER rBmAamer.AYPE �6 z'rS 'ONALIENC`s• K VEMc£aJu'Ta p �s 4 �11f1°al� SGD-7650J NTS S 20OF 21 5Q MD-7850.0@ q a,rnNwlital:g, r.a mlr. nrwrx.us2se P.B43sms # Pan# Description Materiel I twill 2-Track HendlJamb Rod PVC 2 19002 2-Tack Sii Rgid PVC 3 19025 1Tmdk Head/Jamb Right PVC 4 IWO 1Tnmk SB Rgid PVC 5 19027 4-Tmck HemAturnb Rgtd WC 6 19028 4Tmck Sit Rgid PVC 7 19U09 Fame Screw Corer Rgid WC B 19031 Anchor Plate Wfala Arun. 9 19007 Track heart 6081TBAIum. 10 19084 Ihinlock Cap - Extended Pecker RON WC 11 Ioxts settem Rail support 6063-78 Alum. 12 16005A Older Sit Oner 6 75 Alum. 13 twill SIT Treek User Rgid WC 17 19032 P4kak Adapter 605al-16 Alm. 18 JeO20 P-Hook fil Alum. 19 19047M Extended Keeper 0061115 Alun. 20 19029M Keeper 6083.16AIud. 21e 19075 RainorwmeMBar OaDr R91d PVC 211, 1 19014 RdntaecmeN Bar Ooeq Bealed RVId WC 22 19030 Re lememaN Bar 6005-75 Alan. 23 19037M Fixed Panel alp 6067-111 Alan. 24 19035M Reilbl«meld Plata 60611E Al. 75 19017M Tap Ralf MI. Reg amid L e,ndie Reldomemend 600575 Alum. 28 1BWa Cmnitoelte 0 1001BM Ineedeek .M Rehkercnrent. all 6005.75 Alum. 2B IM13M INedpck A00 RellJamzrrreN, H,D 6 15 Alum. 2° 19019M Aslm9d R bbrecmerd 6005-11iAlem. 3 19083 Fiterded bled«kpmpter 60B3-lB Aber 31a Isola imedack Ada.plor pter Rgitl PVC 31b 19008 idled Jc Adapter, BneIM Rgld PVC 32a 19074 Aslregal Atldm Wild PVC Mb 19008 Astragal Add -on, Bewled Rgid PVC 33 19004 Petal Sue, ToWSo tern Fail Rgid PVC 34 19040 Irderd, Jan, Corer 6061T6 Aharn. 35 IM76 135- Comer Astragal 60118-78 Alum. 38 19077 IM-' rrer AsmmlPa.9lv.Mount B0B1T6Alun. 37 IW79 135'ComerAslregai CaP-Bxl. Rgid WC 38 19060 IW Comer Astragal Cap -M. Rgid PVC 39 iW78 90'Comer Astregd 6063.76 Alm. 40 twat W Cams Astragal Cap- Ex1. RgId WC 41 19082 90' Comer Astragal UP -in. Rgid PVC 42. 19085 Sig Near -(2-1/2'), Square 6063-T6 Aluh 4M 19022A SIT Rser-(31/2'), Square 6063-76 A1uh 44a 19023A Sig Near - (4-1/1 IF). Square 8081T5 Alum. 45a 18024A Sig Near -(4a1B'), Square 60611E At.. 43b 19070 Sig Rhar-(11?),Reviled 600116 Alum. 44b 19071 Sig R'set-N-1/1T), Beveled 606378 Alum. 451, iW72 Sig Riser - (4-51W), Be,aled 6063.W AMm, NOTES. 11) ITEMS 014-16, 4649, 63-69, 73, 74 & 87-99 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. # Part# Desuipaen Material 50 718609W Aar x .3W Flreeal (Stlle) 51 71695K 1-10 x 1- x 74' Fin Seal Dust Plug 52 71696 Dust Plug 60 M9041 Inthrock Chip Dever PVC 61 78153X Tandem Roller Assembly1�k SS 02 78153N Tandem Roller AssembyNylon 83 78%/SFPr% #B x 3l4' Ph. Fit EMS @. SS 64 41SO42 Frame Header Block Moon fi5 48052 Roller Ad). Hole Rug PVC 68 44385 4Hda Bumper Slap PVC 6] 78X114FPTX #8 x 1-114' Ph FH SMS p SS Be 71BB80 SIR Plug PVC B9 78185X GeMN MaNse Lack w/l sae'al5 TO 71032%IFPF% tOS2x l' PRFH MS III SS71 tali.. Hand. Kit Cast Znc72 1905f Warlock Retainer Up wean75 Kommedlrlg 4SG TPS S76 Owes Super Speur n%Butyl Sea Sheet 10 for 77 a.. Dermal Materiels 78 Cardinal N. Edge Spacer 99 Dupe Ocmllg W5 of GE-770i Backbadd ig Silicone 80 19090 7/16'Square Bead Rgid WC 81 7116' Bethed Bead Ripitl PVC 82 law 1.1116-B.1ad 8.0 RMid WC M 19045 I-1116' Ogee Bead Rigid WC Be Isola 1-Y16'0gee Bead Rgid PVC 85 71725K SeWm Block 117 x 4" x WIT, 65-A 5 it .. Neogene SO 71]26K Sam,l Bieck T x 4' x 1116. 85+1-5 cum Nadirs. Do 781PSTX #8x I- Ph. PH SMS @Forme A..embly Sal 61 78XM14PHPT410% #8 x 141C Ph. PH SMS @quid. Bar SS 92 710XIPWTIll #10x I' Ph. PH SMS@ReJl Support SS 93 71OX115PPX #10 x 1-71Y PR PH SMS @Fxd. PN. Clip SS 96 ]t0Y25PHP118404 #10. 2-1/e'Ph PH SMS®R'n1. PlaWAst. SS 85 71420X?25FPFX #12x 2-1f4-Ph PH SMS @ft. Block 55 98 ]10X1.75PP% MOx 13�d'Ph FH SMS ®Jot Mount SS B] 1 710)NPP% 1#10 x WP Ph. PH SMS @ Est. PkL lift. SS 101 710MPPX 1410 x 2'Ph FH SMS ®Kasper SS # Part# Oesalp8on Material 1. 12258 Box Screen TOP Rail SCE315AI tDi 12257 Box Screen BBtlan Rai Sol lu 122M Box Screen Sid. Fail 6063 T5 AI IN 64428 Box Screen hlsdeck WEITS A7 IN 173CA Box Screen Srepon Bug Rap 606315A) 105 64345 Box Screen OyDAstragal Ads" 6063769 IDS 17349 Sex Scoop Astragal Adapter B063TSA1 107 IMM Box Be. Fro. Sig Atl6m 6D3476 Al 1M ISOM B. Screen HaaegAmb Addon 606176A) 109 720MX lll. x1"MS@Told Flat SS 110 720XHa M4.21 x 1-1/7 MS @ B.ttpm Rail as ill 717M WatP..270"x.16T. Flat Seal I12 61USK Wstp,.ia7°x1or@Beg Rep 113 7SRA2 Sw,&rd Roger Mlien 114 7SRA% HDRdW SS 115 varies Screen Luhiec Herdvare Steil 116 419M Screen I( apex Sletl 117 7=PPA #6x t°Ph. PH SMS Stad 118 1692/34 1 Screen Spain, -.15("9.165" Vnyl 119 1816= Scram Cah Fiber#ev TARI F F- STA ,nA1dn SCRFFN # Paul IF Description Material 120 12033 Screen Fmms Rail 6053 T6 AI 121 12029A Screen Fmma-Ship Rail hatch) W64T5AI 122 17363 Screen OM Astragal Adapter 5063113AI 123 4853K Screen Vinyl Astragal Adapter Ngid We 124 19012B Frame Sin Screen Add.n 6083-lan 125 ap'll Big Flap, M+/-5 due. Vinyl 128 78%112PSATS #8 x 1-V7 Ph PH SMS (Aaserl SS 127 712027 Cormier Key Wheal Assembly (Standard) Nylon 128 71M7SS Center Key WOed Assembly Om) SS 129 tares Screen Lacking Hardware Steal 1. ]10x:NPP5r14J( d10 a arx Ph PH 5M4 ® Breen as, SS 131 78X72PPSMS% #8 x 1�' Ph PH SMS @ Door Mt. SS 132 169PA3/4 jScmen Spline-.145' Vinyl 133 I1816C20 Sueen Cdh Rbeugtass Impact Kesislan VINYL SLIDING GLASS DOOR NOA (LM) IS1 1010511E Windows&DOD rs weid slBlills- PARTS LIST S JROSOWSKI fef0aNW 35N5Twl 4rmM, Pi earn raem4na4sw iLca0S.4IDa4lQ 8 ADDED BEVELED PARTS. 04/05/77 PFEPAFED BnA LvIo MaWt P.E �� Yom lEoww.ogrPww: N VFyiILE 0.3rTra ryn)4eo-lew g �SGO-7650I Nf5 111 21 OF 21 4£ MD-7650.0 IA$ A L£FI.OFAUMYffiYi PRODUCT KEVISED apr Mth the planes emiedm9�a `\\\11111 r1r/Il1, ` 14Y LYAr xdA-tyro. 17-0420.0E `: ��aO V\CEAOt"Vl�r�'i ExplmS.a Bala 04114/2021 By No. U705 * C Miami- Proact Cerebral 11NAL A. LYNN MILI£R PE .. PFJ159)OS Opening (K'xM 1. 15-0618.03 37 x44 (Horizontal Sliding) 2. 15-1210.03 96 x 96 (Sliding Glass Door) 3. FL16736.2 94 x61 (XOX Slimline) 4. 15-1210.03 95 x 96 (Sliding Glass Door) S. FL16736.2 94 x 61 (XOX Slimline) 6. 17-0420.08 142 x 96 (Sfrding Glass Door) 7. 17-0420.08 142 x 96 (Sliding Glass Door) 8. FL11409.5 16 x96 (Fixed) 9. 15-1210.03 95 x 96 (Sliding Glass Door) 9 7 8 BED 3 6 LIVING $ DINING 4 BED 2 1 L:2 ENTRY 1 001 OTHER 80' UNITS y 175' > Feb 07, 2018 •4ESite Plan MRH - 135' 1 ***REVISION*** - PRODUCT CHANGE TO #Is 6+7 11 l ■• : Blois]- •• •- • 3150 N AlA Unit 601-N GORDON J. PHAIL - 6316 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 R. I ___. Opening I Size (WxH) 1. 15-0618.03 37 x44 (Horizontal Sliding) 2. 15-1210.03 96 x 96 (Sliding Glass Door) 3. FL16736.2 94 x61 (XOX Slimline) 4. 15-1210.03 B 95 x 96 (Sliding Glass Door) S. FL16736.2 94 x61 (XOX Slimline) 6. 17-0420.08 142 x 96 (Sliding Glass Door) 7. 17-0420.08 142 x 96 (Sliding Glass Door) 8. FL11409.5 16 z96 (Fixed) S. 15-1210.03 95x 96 (Sliding Glass Door) a� c w E L o a I Lu cA U a w u i� a m J MRH - 135F r 4 BED 2 3 BED 1 ENTRY 2 1 OTHER 601 UNITS 1751 ***REVISION*** - PRODUCT CHANGE TO Ws 6+7 �W; Feb 07, 2018 •`EDEGCGPnON Site Plan 1