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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building -Code Ondine .w ., Page 1 of 4 (A3' A,y d ;E SCIS Home i Log In user Registration Not Tonics i Submit Surcharge Stats & Facts ` Publications M Staff SCIS Site Map Ua" Search a t 1 (4` Product Approval USM Public user Product HQorovai Menu > P_Lgkr'Ct 4f A.p,:alJyylgn„��yl > Anil;^at:en List a Application OMail e 1 FL # FL251-R28 P Is i i r Works Application Type Revision St• Lucie C,ar1;yty, FL Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval PGf Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext22318 d ruark@pgtindustries.com Jens Rosowski jrosovvski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jros6wski@pgtindustries.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO VAL Standard TAS 201, 202, 203 Method 1 Option A 08/17/2016 08/26/2016 e r 1994 File Copy littp:llwww.floridabuilding.orglprlpr_app_dtl.aspx?paran3=wGEVXQNvtDgsEt2PTa'Rd5 bm... 1/26/2017 Florida Building Code Online Page 2 of 4 Date Approved 08/30/2016 Summary,of Products FL # Model, Number or Name Description — 251.1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F[,?„!i1 127f3 t CAC. 16.Ocl-2=13ji(If Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miaml-Dade County Notice of Acceptance t_2. Ri IL? 6�Q?9.0 pd_f (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCD - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD - 670HP (Non -Impact) _ Aluminum Sliding Glass Door A Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance Ft?.:.5.2 R28_,t[_i(3:Q62,$', g4-q.01 (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2S1.3 SGD - 080 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes D2f) I RR28 C CgC t6-0674.OS�df Approved for use outside HVHZ: Yes Quality. Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressures N/A installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FLZi R2Fii }G (29;QSw.g (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: YesI_?$1 _y228 CI�i0fi29:0f..�5df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/17/2020 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance 0629.06.,ndf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD - 770HP (Large Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Et;251—plZa C C�, fz Q629 7 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions other: Please see Miami -Dade County Notice of Acceptance p�1 R28, j 16-062?.07.odf (NOA) for product performance 'information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: —_.-_.._....._— Evaluation Reports Created by Independent Third Party: 251.6 SGD - 770HP (Small Missile WinGuard Aluminum Sliding Glass Door Impact) Limits of Use Certification Agency Certificate Approved for use in'HVHZ: Yes Fl,7.51.,.R {i CAC 160Q£.,pSfF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions other: Please see Miami -Dade County Notice of Acceptance Fl 2Si7$ )t_ 16^0Q2�;_06.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www.tloridabuilding,orglprlpi app_dtl.aspx?param—wGEVXQwtDgsBt2P'rand5bm... 1/26/2017 Florida Building Code Online Page 3 of 4 251.7 SGD - 780 (impact) WinGuard Aluminum Sliding Glass Door�� Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Fl. 15.1 R28 C CAC 16-0629.10. f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other-. Please see Miami -Dade County Notice of Acceptance EL251 :R (NOA) for product performance information, anchorage Verified By: Miaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 ' SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 7„0fa99I..0DR,.Off Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance ELIJ32A_Li t5-0609.10 DR.rrJF (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I'l 751 R13 C CAl' ? 5„,0612 _Li.pctf Approved for use outside.FIVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A installation Instructions Other: Please see Miami -Dade County Notice of Acceptance �1.2 .t , l:,i Ofi12 06 LM.ndf (NCA) for product performance information; anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f(' 5,L R C A 1-0612.07 Sf 1. 7df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance :FL7,5}. f??t)„ Q 1 _ 7 $M.pjjf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door I _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL25l R28 C CAC 15:.r L0.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance fl_2S L R28 It 15-1210.02.04 (NOA) for product performance information, anchorage Verified By: Mlaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door M� Limits of Use Certification Agency Certificate Approved for use in HVHZ: YES FL.2jL R7�j C_QAC 1S_ 1210.Q�:g4if Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FI,?.SI— &�_ LLLZ 0,01.r..df (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: sunk :t, xtI . hl}3�i1sIi�Y#1 I9TId��LY�AaFi�iGtW http://www.floridabuilding.org/pr/pr_app_dti. aspx?param=wGEVXQwtDgsEt2PTand5 bm... 1 /26/2017 Florida Building Code Online Page 4 of 4 The State of Florida Is an AAJEEO employer. m of Florida. :; Prh,,Icv Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to public -records request, do not send etecuonic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 650,467,1395.-Pursparc to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However emailaddresses are public c record. It you do not wish to supply a personal address, please provide the fepartmant with an email address which can be made availab:e to the public. To determine if you are a licensee under Chapter 455, F.S., please click her? . Product Approval Accepts: http://www.florldabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsEt2PTand5bm... 1 /26/2017 it IAMO- E MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 5W 26 Slrcet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww�.mi�rnida�te.�ov/c�ono�v PG F Industries 1010 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 hasbeen 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 AE•IJ (in areas other thitn, Miami Dade County) reserve the right to have this product or material tested for duality 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 AI-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REM reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION- Series "5570/2770" Vinyl Sliding Glass Boor (Reinforced)-L.M.I. APPROVAL 00CUMENT: 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, signed and sealed by A. Lynn Miller, P.E. bearing the Miami -Bade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. FISSILE IWACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1(sheet 7) and table Z (sheet S) of this approved drawing set for applicable SCD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (fainted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with ruin clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall beat' 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 for termination and removal of NOA. ADVERTISEMENT- The NOA number preceded by,the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 915-0409.02 and consists of this page 1 and evidence pages E-1, E-2, & E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M. Plaseneia,lP.E+. NOA No. 15-1210.01 4 Mi�r�r oaoa covNTY Expiration Date: April 14, 20Z1 ,yC�1e. Approval Date: March 3, 2016 z Page 1 FGT Industries NOTICE OF ACCEPTANCE. EVIDENCE, SUBMITTE, D A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted cruder NOA No. 04) 2. Drawing No. TM-5570.0, titled "Vinyl Sliding Glass Boor NOA (LM)", sheets I through 21 of 21, prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller, P.E. D. TESTS 1. "Pest report on 1) Uniform Static Air Pressure 'rest, per F.BC, TAS 202-94 2) barge 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 $717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. Crest report revised on 02/15/1,6 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 1 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -tip drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Late, Inc., Test Report No, FTI, 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on'01104/16 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 'rest, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per IBC, 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 I*encstration Testing Lab, Inc., 'rest Report No. F'ITL 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. Fi TL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) Jorgelz�l M. Plasencia, P.E. Product Control -Unit Supervisor NOA No. 15-1210.01 Expiration Hate: April 14, 202.1 Approval Date: March 3, 2016 E -i PGT Industries NOTICE OF ACCE, PTANCE: 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%BC, 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, FT.L 8549, dated 11/06/15, signed and scaled by Idalrnis 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 Idalrnis Ortega, P. E. ('Pest report revised on 02/15/2016) 7. 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-% 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -tip drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples. A.-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12106110, signed and sealed by Jorge A. Causo, P. E. (Submitted milder 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. 2. Glazing complies with ASTME-1300-02,-04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M. Ptasencla, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14, 2021 Approval ]Date: March 3, 2016 P -2 FQX Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERT11FICAk'IONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extnision Ltd for their "White ]Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1:000 Tan (Non- White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion I,td for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19, 4. Test reports No(s). 1.0-002-792(A), 10-06-M0527, 535753-09, per ASTMS-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No.11-01©7.04) 5. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glass ® (Clear and White) Interlayer'', expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America, Inc. for their "Butacite FVE Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12109/15 indicating compliance to FBC 2014 (5'11 Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test repoils. C. OTHER 1. Notice of Acceptance No.15-0409.02, issued to PGT Industries, for their Series "5570I2770" Vinyl Sliding Class Door (Reinforced)—L,M.I.", approved on 06/18/15 and expiring on 04/14/16. 52 Jorge N1. Plaseucia, P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Bate:. April 14, 2021 Approval Date: Marcli 3, 2016 E -3 SERIES 55701MPACT RESISTANT SLIDING GLASS'DOOR INCLUDING_ POCKETS & 900/135_0 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 E130D, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSUREAND GLASS PER ASTM E1300. 3)ANCHORAGIETHE 33-1/3-A 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. 0) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. a) REFERENCES (NONS): ELCO ULTRACON, CRETEFLEX &AGGREGATOR ANCHOR NOAS, 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 jTEST REPORTS} FTL-6337, 0338, 8646.8649, 8652 & 0717, EXOVA-10.002-792(A) & 10-006-10231; CAMBRIDGE635753.09; ' 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH TILE REQUIREMENTS OFTHE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VI51ON EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE 2014 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 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. ANCHOR NOTES: 1) FOR CONCRETEiCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS 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 SUCKS DEPICTED AS 1X ARE LESS THAN 1-10THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL 1F UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2XARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION 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 ANDTOBE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX.114• THICK & 3403 PSI MIN., (DONE BY OTHERS) MOST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD TART C A - Group Getup Anchor OubeValO From f4embot Edgo Dlalanco Mtn, Embedment .. so-gNiR !no 6G-0.65 x S I am P-hook sliv_ 1 va' A 912.01601 SM9 (05) or410 S.S. SMS, ' (min, 11 ihrcada&) ' PA minum, 6063.15' 0A29' m1n.INckraea Hoadittn Namb 310' Ila• P-MoR - 3W 118' Sleet, A75• 0.060' m!n. Mckroca HoedJSIIVJamb 316. 0.060' P-hook 318' O,o SloelStud, A&%Gr.33' 0.07i• lain. tNcknoea HaadISLINamb 316' 0.071. 14Go. P•hook 318• I DR71' 414 Ga. 114' EJW . uIreeon P.T. Bov'J1em Pfna SG•0.63 b 1' t-316' P• wk 114'Etco 410 S.B. CrofeFlox P.Lsouthern Pino 80.0.66) Haad1SGVJamb I. 1'18' P- k 1' a' 0 012, aleol mood comes G6) P.T, Southein Pin* (SO-0.651 Hoad0lWamb DMU' 1-31a' P•Imk WtS' 1.318• 114'E1c0 Uilacan Conorelo (min. US koll P•haok I. I -Vol HeadlSkR emb Wlio' 1-1a' UnO;ou!od CMU; 'MEW G90 Jamb I. 1-114• P4"k 1' 1-114' 114' Elbe 410 CralaFlax tkVtWed CMU, A87M C36 Jamb 1. W 1.114' P41aok 1.374' 11414' Calcroio (mIn.3.35 ka4) HaadlUYJamb i-TI6' 1:Y4' P-hook 1' -34' 114' Eko 188 5.6. Ag7re•Golor Coaarote r0n.2.22kit 1kaMS6VJamb I-Ilr 14318• p4 ok I-Il2' 1.Na• "11'm41ed CMU; ASTM C90 Jamb 21 1-114' P4xwek 2' 1.1/4' P.T. SWUM Pins (SG-0:65) I;_md1SVamb 1' 148• P•book 1' 1S8' W' Elea UI!mcon Concrete (mb. 2.05 kol Haawsqyjamb 2.112' 1a ' P-hook 2-112- 13t8' - ungrodlod,cmu, ASTM C Jamb 2.11Y 1.114' P-look 2-112' 1N4' D V4' Eft 410 C.G. CeAcriox Carlerate (mh 3.35 ke!) a a m I 2.11Z 1.314' P-hook I 2.1f2' I Mr UA0roL1gd MU, (ASTM ON) Jamb 2-112' t•114' P•MakI 2.112' SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, STAND RDSUSED: 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 ANDIOR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP ") 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 (FABLES 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. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 0. L RIDA BUILDING CODE (FBC), 6THEDITION 3OD-09 YPA NDS-2012 FOR WOOD CONSTRUCTION M DESIGNMANUAL, ADM-2010 0471S2.2010 EXAMPLE CONFIGS........2 INSTALL DETAILS ._......... 3.6 DP(ANCHOR TABLES 7-8 EXAMPLE ... ................... -.9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS._....11-10 PANEL TYPES...................17 EXTRUSIONS........... ...... ....18 ACCESSORIES.. ............ .. 19 SCREEN DETAILS.............20 at R VINYL SLIDING GLASS DOOR NOA (LM) GENERAL NOTES -� KZ - CERT.OFA))M#20286 d - 1070TECHNOLOGYI N. VENICE. FL 34275 ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. MET/{L SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY-33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 jgj 10/0611: J ROSOaVSKi NTS 121 1 OF 21 19-21 MD•5570.0 Expiratlon Date LYNN psTA QS �LG11s0�.•• • �'�,� f014Ai. Halo,` atm:MILLEMPIE. P.EJ1567o5 MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT tS! } / f HEIGHT 1 PER TABLES 1 & 2 ' racxcr f� I•PANEL CONFIGURATIONS NOI L PAN PERTAE MA7 HE PER TA MAX. UNIT WIDTH �j MAX. UNIT WIDTH - — MAX. UNIT WIDTH ---dj NOM. PANEL WIDTH _ (�;;bi�1; NOM. PANEL WIIT1 H I NOM. PANEL WIDTH 1 PER TABLES I&2 l'I PER TABLES I&2 PERTABLESI&2 ...._._.._..._,._... 1 MAX. UNIT i' ! MAX. I . ) MAX. UNIT UNI7 � I �r � � � HEIGHT I •§� � � � � 1 HEIGHT i HEIGHT PER I/I /� PER TABLES 1 & 2 / I / f PER TABLES I & 2 / [f /J Ig TABLES I & 2 I ! / jiFOCW 4•PANELCONFIGURA7IONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES I &-2 a I MAX. UNIT t HEIGHT // 3 I PER f 'MET. I TABLES 1 & 2` 'Iw FCCa T r - i CORN RY P_ O.rLDECC.Wtri 4ti0 g Kr' -c cO..TJt S6CM PRODUCT RENEWED s co plying With tho Florida Dulldl„g Cod. NOM. PANEL WIDTH NOM. PANEL WID7H NOA-Na. I5.1210.01 PER TABLES 1 2 PERTABLES 1 & 2 r r,xpimtton Date 04/1412021 8 _ � � - -i Min ml- oPra ue-�- tCantro� MAX. UNIT MAX. UNIT ' ' HEIGHT I o / I"w HEIGHT { e PER TABLES 1 & 2 � h � � � / I y J� PER TABLES ,ter f� 7•PANEL CONFIGI/RATIONS 6_PANEL CONFIGURATIONS CONFIGURATIONS NOTES: °X•. = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O� =INOPERABLE PANEL DLO HIGH =- DOOR HEIGHT- O%, PANEL lt6" ,\`�t� si LYkN 4,���'�i� LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET CONFIGURATION CAN BE XXXX , pXXXX OR)O= OXXX IN "P =?OCKE7 DLO L HEIGHT F4 (p) p p p• PANEL HEIGHT = DOOR HEIGHT - 2-112">Cttl`F POCKET CONFIGURATION CAN BE OXXXp• 2) 00• & 135` CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA (LM) 10105l15 ' EXAMPLE CONFIGURATIONS 14, J ROSOWSY.I v 4 a �.• S Id i li`� 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BYOTHERS AND `� r �i . ___ -------.-- - ----- ---- ,� gYnsE Ds to RL-VIEWED BY THE AUTHORITY HAVING JURISDICTION. �� .____-• F� %�� ' • ,F101t\OP- ' 1C� (—DETAELLETTER CERtoFAUM.M2A2as14 m !FSy' ���• 4) FOR NOM_ PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DRIVE ?� N. VENICE, FL 34275 A.LYNN hMtER, P.E. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT` L--SHEET NUMBER �g41}480.1600 �ISGi?•5570 �' NTS � 20F 21 g04 MD-5570.0 `� P.E Mcatrs 2-PANEL CONFIGURATIONS _L WIDTH 111lVC.Vo4il W11.1 l rl ----� LES 1 & 2• 1 •_� UNIT ICErr 3LES1&2 � // , g I II // �' f 6-PANEL CONFIGURATIONS - MAX. UNIT WIDTH — MAX. UNIT WIDTH NOM, PANEL WIDTH ) PER TABLES 1 8.2 ,1 A 11 r MAX UNIT HEIGHT PER TABLES I & 2 6-PANEL CONFIGURATIONS w MAX. UNIT WIDTH METAL TYP.•SEE ANCHOR DETAIL Cil FD—ET—AIL-0-11 NOTE 4, SHEET 1; MIN, OF 3 IMERLODIC INTO hiF.TAL \ THREADS BEYOND THE METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH -- te 114"MAUL REOUIREDIFCOOR �21 ae TYP. ANCHOR TYPE, t+E1cHTIsovERs6� of EMBEDMENT AND 04 nAx2e o.c. n EDGE DISTANCE PER ' SUBSTRATE, SEE TABLE A, SHEET 1 & Ott DAYLIGHT to bn b :a "t NOTE 3, BELOW { OPENING•_ 2a i Q r l WIDTH I — o EMBEDMENT EDGE DISTMCE j -, _ ';• z5 2a �' sED Nnrca. SEE NOTE 6, I k 25 20 13 27 28 TH19 SHEET 1/4" MAX, THIC SHEET i. SEE NOTE 6, 0 1XOR2XWOOD az THISSHEET EMBEDMEItitT—• ° BUCKSTRIP, SEE SEc NoTE6.1n S SHEFT 2a � i18 X 314" SMS REINFORCEMENT SCREW; 7 ANCHORLATE AT � NOTE 4, SHEET t I— — — — — ea PER STILE, EACATED AT CENTERLINE AND W. EVERY ,/ HORIZONTAL SECTION (XXX SHOWN} �' ` ` g" & 17° FROM ENDS (FACTORY INSTALLED) ANCHOR ` 1— _ DETAIL B2 LOCATION DETAIL C2 DETAIL Q2 — ` _ nsTRacAL INTOIFASONtiY DETAIL A2 ihTEALOCK 2X WOOD BUCKSTRIP OR INT02X WOOD fe _ REQUIRED IF DOOR EMBEDMENT —1- 6s DAYLIGHT at HLIGHTssOVER or 1^ ----� FRAMING,SEEANCHOR 91 114'MAX. —rj �• .12mon NOTE 3, SHEET 1 _ OPENING 2 ^L= . EDGE ( I o WIDTH V DISTANCE k TYP.ANCHOR TYPE, ''L p SEE NOTE elSSHEET N ~ L EMBEDMENT AND ' EDGE DISTANCE PER c� �EO O 43 �. EMBTYPEDMENT DMENT TYPE, SUBSTRATE, SEE a>, EMBEDMENT AND TABLE A. SHEET 1 & yt q _ P : , . EDGE DISTANCE _ , PER SUBSTRATE, NOTE 3, BELOW SEE TABLE A, SHEET EDGE 1 & NOTE 3, BELOW `-•— L� ..T1 �,at'sL+tiv, DISTANCE' 1/4" AVJC PANEL W1OTH CONCRETEICMU PER ASTRAGAL MAY BE — _ HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT FIXED PANEL CUP & INTERIOR OR ANCHORS SEE EXTERIORDIRECTION NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. RElNFoRCrME-VYPFs {sESNbTr_ 6, Ttcs St El DETAIL SHEET 19 ALL PARTS IDENTICAL 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR rORAILOCtt6TlLes. O ASTRAGALS, FDteb FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 11 6) SEE TABLES 1 & 2 FOR REINFORCrMF.NT REQUIREMENT$. ALL wnutLa R REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD Ila 7) SEE SHEET 20 FOR SCREEN DETAILS. EDGE DISTANCE EDGE DISTANCE TYP. ANCHORTYPE EMBEDMENTAND EDGE DISTANCE PER, SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW VINYL SLIDING GLASS DOOR NOA (LM) 10105/15 PRODUCT RENEWED es complyying wlth the Ftolldm Nutldino Codo NOA-No, 15-1210.01 ExRtrotlon Gate 04/1412021 `��Jr�Si �ti^Ita rt1�r�., Oc''•..xtomo�•' CPS ',.SSIONA�-o.'� A.LYNN CALLER, P.C. P.Ex 63165 DETAIL (1 OPTIONAL NOW - ir+ro MASUHRY STRUCTURAL ANCHORS FOR—'•`" INTERIOR POCKET !JL`liLQH 't JAMB ,. 23 et 2 1. INTERIOR POCKETS MUST T7 s Storer 3 a INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE THE to POSSIBILITY OF WATER I 21 INFILTRATION. �14�MAX. POCKET BY OTHERS, SEE NOTE 6 BELOW. .—F:6 V TYP. ANCHOR TYPE, EMBEDMENT EDGE AND EDGE DISTANCE PER DISTANCE -' SUBSTRATE, SEE TABLE A, SHEET & NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1: ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 iHso7aeTn1. EMBEDMEN E7crGrF EXTERIOR POCKET DETAIL 12 tYTO MASONRY EDGE _ TYP.ANCHORTYPE,EMBEDMENT — DISTANCE ; AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT Gi 6xT� j OPT. 114" ANCHOR CONCRETE/CMU s THiS EXTERIOR.POCKET CONCRETFICMU PER ANCHOR REQUIREMENT FOR DOOR HEIGHTS 06" AND LESS: OPT, ANCHOR a\ W tT OPT. d TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELO 2X WOOD BUCKSTRIP OR EDGE DISTANCE FRAMING, SEE ANCIiOR j NUT'E 3, SHEET 1 ICIiOR L OPT. ANCHOR EMBEDMENT T- 1 \ DI=TAIL 14 114` J _�_...... � �_ p+row000 MAX. SEEFIG I, al I�J ... _� 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. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 0) POCKET WALL OR CAVRY IS NOT PART OF THIS APPROVAL AND IS TO B E DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 21.0 MAX. O.C. 15-1210.01 EHpirniton 11110 CHE - B2 2fi R 27 IXT?;PI� 1'l- O �t�N 1/177 EXTERIOR POCKET tYNN 41,1��4,� ... cfu*$rc •.F9 ��` ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05116 Na,'0'oe 1 LJ�r� _ . _ SLIDING,. __ _.. P•HOOK EXAMPLES, HORIZ, XSECT, € b J ROSOWSKI CERT.OF AUTH. t114t2O6 •�, S •.... •• 1ONM- 1070TECHNOLOGYDRIVE _ ll N.VENICE,FL3d275 —T A.LYFA UM P.E. N72 (041)A 1600 SGD-5570 NTS M 6OF21 Is'1 MD-5570.0R 4 px,/w7es (� Design Pressure (DP) and AnchorQuantttlos Required, I (tor all apptatcd con%uratlona at Sheot 2) GinoTypac 1, 30(6 Acttegal Ralntaraement #20 Loakatlle RobtfMamenl #26 or02e Sta Wedock Ralnbroement*27 Ge8!grl Prosaure 19-1l8' — HeatllSI 24' DLO Jamti Width 4601.60 acr DLO Width 3,18' 38' DLO Width 37-1/8' 42` DLO Width 143-1/8' 48' DLO Width /-60 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,TRE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2)'IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, ASILL RISER IS NOT REQUIRED, IF S0. +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO2. 3 AND 4 TRACK CONFIGURA710NS. S) REFER TO A140HOR NOTES, SHEET 1. 6) SEE SHEETS 11 A0 FOR ANG14OR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUAN71ES LISTED BELOW. SEE TABLE A. SHEET 1 FOR cammem ANCHOR LIMITATIONS, THE MAXIMUM DP AT THESE ANCHOR QUANTITIES: ADDITIONALLY, THE s mAxIMum positive OP DUE TO THE Sill EIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET, # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND i ANCHOR REQUIRED AT MIDSPAN OF PANEL). — TOTAL # OF ANCHORS,THROUGH THE JAMB. THE# OF ANCHORS REQUIREDTHROUGH'FHE P-HOOK PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLiES INSTALLED WHERE THE OVERHANG (OH)'LENGTH IS EQUAL TO OR GRCATER THAN THE OVERHANG HEIGHT IS EXEmPTEDFROM WATER INFILTRATION RESISTANCE. DLO WIDTH a NOM. PANEL WIDTH - "116" DLO HEIGHT= DOOR HEIGHT-11-1116' PANEL HEIGHT ='DOOR I1EIGGHT - 2.112" VINYL SLIDING GLASS DOOR NOA (LM) }_ 10105/16 ` r DP ANCHOR QUANTITY TALE d'LJ ROSOWSKI f < -CERT. OF AUTH. U20288 m —---..-....._.. 1070TECHNOLOGYDRIVE _ N.VENICE.FL 342.76 _ �+ (041}480.1000 SGD-5570 N7S 7 OF 21 kt,$ MD-5570.0 tVNNN rAv,�'i'�i fy- tiT.'` Q nLYNNMUM re- Design Pressure (DP) and Anchor Quantities Required, (tor o0 approved 00110 llrailono on Shoat 2) I [leer Uen Holohl Gleaa Types 2 or 80' 04' 96' 10S' 120, 72-16116' DLO Height 84-15116' DLO Height Ofi-15118` DLO Height 106461isr DLO Helghi Aelwital Reinforcement i129 50.15116" DLO Helabl AnChorGroVP Anchor Group Anchor Group Anchor croup LockatlloReinforcement 925 AnohorGroup HD Interlook Rointo:oemont (IN A B C D A 8 C D A 0 .0 D Dostgn Pleasure +100/-10opsf +100/=100psf +100/-loops/ +60/-65psV +60/-65ps( 19418" Haidi3kl C3+t C3t1 C3t1 C3+1 03+1 0341 C3+-1 C3+i C5+1 Ca+t C3+4 C3+1 C3-,1 C3+1 C3+1 C3+1 CS+1 C3+1 403+1 C3+1 24" DLO Jamb 5 5 5 5 5 5 5 5 Width P-hook 7 7 7 7 7 7 7 7 0 I e 8 8 8 0 0 8• 10 10 50 10 Prussufa +100/•t00psl +100/-100psf +J00/-t0opef 4601.85ps( +60/-85psf dlSlll C5+t C3+1 C3+1 C3+1CGti C3+1 C3+1 C3+1 CS+t C3+t CS+t C3t1 C3+1 C3+1mb 5 G 5 5 6 6 8 5 5 7 5 8 6 6 6 8 8 0 8 ook T 7 7 7 7 7 7 7 8 0 8 8 8 8 9 ff10 t0 1010 Prasswo +100/-f00psf W +100/400psf +?00l-100psf +80/-a5psf +601.65pef diSlB C5+1 C3+1 C5+1 C3+1 C5+1 C3+i C5+1 C3+1 C5+1 C5+1 06+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1,C3+1 mb 5 b 8 5 5 6 6 5 5 6 7 5 is 0 0 6 4 6 8 6 tto0k 7 7 7 7 7 7 7 7 0 0 8 0 0 9 9 e 10 10 10 10 DesignPtessum I +1001-104sf +100/-100Psf +100/40opst +601.65psf +601-65psf 37-1t0" C5+2 C3+2 C5+2 C3+1 Cr,N2 C5+2 C5+2 C3+1 05+2 C6+2 C5+2 C3+1 C5+1 C3+j C5+1 C3+i.C5+1 C5+1 C5+1 C3+t 42' DSA .-ticad/381 Jamb 5 5 7 6 6 6 7 5 6 6 8 S 8 6 0 (Eel 0 8 T 8 Wtdlh ' P-look Y -7 7 7 7 7 7 7 8 8 8 8 9 0 9 9 10 10 10 10 z DosignProssure +f00/-i0)psf -1001.1OOW +92/-02psf• +601.65psf +601-65psf 43118' Heedl3lll C5+2 C5+2 CS C3+2 c5+2 C5+2 C5+2 03+2 C5+'L C6+2 C5+2 C5+2 C5+2 C3+i C5+2 C3+1 C5t2 C5+1 C5+2 C3+1 48' DLO "Iamb 5 6 7 5 6 6 8 V 5 6 S 9 6 8 6 7 6 6 e 8 6 Width P-hook 7 7 7 7 7- 7 e O a 0 8 e D S 9 e 10 to. to 10 Design Pleasure +-80/-90psf +60/-80psf +60/•BDp3f 360/65p3f +54.11-5&Tpsf. 4DL0• Hcad1618 CS+2 C3+2 C6+2 C3+2 05+2 C3+2 C5+2 C3+2 C6+2 CS+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 54" Jamb G 5 8 5 5 G 7' 6 G 5 8 5 8- e 8 8 8 1 s 1 8 6 Width P•trook 7 7 7 T 7 7 7 7y a 6 o-1 0 —.9 9 9 10 10 10 10 Pressure +80/-80psf +80/•80psf 480/-80psf +69.11-Wpsf +49.6/-53,7psi r5.118 Headl381 C5+3 C3+2 C6+3 C3t2 C5+3 C3+2 C5+3 C3+2 C6+3 C5+2 CS+3 G3+•2 C6+2 C5+2 C5+2 C5+2 C5t267 I_ OLOWid 5 5 8 5 6 8 8 6 �054--2. h 7 7 7 7 7 7 Y 7 B 8 8 0 D 0 8 10 +/-1 WA PSF !-UK ANUIIUK UKUIJr-� o, v a v. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OP. 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. 6) REFER TO ANCHOR NOTES. SHEET 1. 0) 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. /SHEETI 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 112, THIS SHEET. q OF ANCHORS THROUGH THE HEAD & StLL. (EX: FOR C3+1, 3 ANC14ORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL OF ANCHORSTHROUGH THE JAMB, THE1! OF ANCHORS REQUIREDTHROUGHTHE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOOR ASSEMBLIES INSTALLEDWHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. ) Doofgn Procatra S81 Riser Holghl Allowe4 DLO WIDTH = NOM. PANEL WIDTH - 8.0116' OLO HEIGHT = DOOR HEIGHT-11-1110" PANEL HEIGHT = DOOR HEIGHT-2-112" - VINYL SLIDING GLASS DOOR NOA (LM) IM) 10/05115 y _—...._.. DIP & ANCHOR QUANTITY TABLE &' J ROSOV+. 'CERT.OFAVTIL A29290 m - � 1070TECHNOLOGYDRIVEi�N. �.41$ VENICE, FL 34276'"(941) 480.1600 SGD-5570 M(S I 8OF21 R$ MD-5570,0 1th the Merida 15.1210.01 04N 412021 1'r � No.50700 srr,T F a SSIC�NA1. 'fyrnUtyl+t EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET. 48" X 84' NOM. PANELS, LAMINATED,, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21-50.6 PSF POCKET11 .. ` OTHERS, SEE NOTE 6 II SI ELTQ N OPT. AL POCKETBY OTHERS. SEE NOTE 6• SHEETS RAME JAMB REQUIRED AD SPLICE {NTERIOR )INTERIORPOCKETS HE6' _ {.. _CENTERLINE MAX. I, I - OFPANEL I SPLJCetp-,F* NO N•STRUGTURALANCHORSEAAY BEADDED INFIELD ASNEEDED TO ALMN THE HEAD OR SILL IF A SPUGE OCCURS WITHIN A FOCKET. YP I ANCHORAGE. SHEET 12 .C3. CLUSTE S11£ET SEE POCKET JAMB INSTALLM014ON SHEETS SILL SPLCE INTERIOR �T 01 1CFRrFJ ._. ! MAX. I OFPAN �OENreauNeNTERLO �OF WT LINC RLO OF INTERLOCK OF ENTFiiLOCK CF.NTERUNE I` OFPANEL 2 '.HORAO£.�. ,. .-•'"'( 2SS16'MAX1 F-+ SHEET 12 1T/VECHORAO 'OT CLUSTER, Sl1C•£T SHEET 12"'• ENO ANCHORAGE (MIN.1 ANCHOR) ,E FIGURE BELOW FOR ADDITIONAL ICHOR INFORMATION. CENTERLINE OF PANEL 9 F R V HEAD ANCHORAGE •DETAILS PXXX 3 TRAGKI CENT[flLIN° [�CENTERUfiE SEE FIGURERELOW FORADDITIONAL OF INTERLOCK (�OFLNFERLOCK ANCHDRINFORMAMON. T• CENTEALINF. 1 CENTERLINE I _ �OFPANEL 2 ��OF PANEL0 12' MAX. 21.6• � FAME JAMB \_SEE POCKET JAMB ' MAX. REQUIRDOQi INSTALLATIONON O.C. INTERIORPOCKETS SdYTB 1 1) KNOWING THE PRODUCTS REQUIREMENTS; SCAN THROUGH TABLES & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-56.6 AT A NOM. PANEL SIZE OF 48" X 64'. FROM TABLE I, SHEET T. THE DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN ING PRESSURE REQUIREMENTS. FOR WOOD INSTAIdATICH USING A14Y Tlo0dJ9Tl C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamh 5 1 SHOWSANCHORREQUIREMENTS OF: P-took 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: d? aAx HEAD (CLUSTER ANCHORS}; SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT 0 MAX. THE INTERLOCKIASTRAGAL. OPT. ANCHOR ''j TO AID iN I tv11EDSPAW OT(EDIATE ANCEACH PANEL.HO_'-L SHEET 12 FOR THE "+2 ANCHORS ATTHE AU1:31IMENT P-HOOK JAMB SILL CLUS ER ANCHORS SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. SILL (INTERMEDIATE ANCHORI SHEET 11 FOR THE'+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB! 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. FOR PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. I -� LOCATIONS OF CROSS-SECTION DRAWINGS. 8) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: L FIT.0 FAUTH. g92110 D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL! SHEET 4 1070 TECHNOLOGY DR(1 E) SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHETT 3 N. VENICE, FL 34275 F) SHEET 21 FOR A BILL OF MATERIALS, h-HOOK: SHEET 0 (941)48041500 254W MAX. I '- '-2' ANCHORAO SHEET END ANCHORAGE (MINA ANCHOR) SILL ANCHORAGE DETAILS PXXX. 3 TRACK) END PANELANCHOR EXCEPTION: -_ DlSTANCETO NEXT CLUSTER ,p• TO BE 26•21F-O.C.ORLESS _^-CENT[RLlNEOFEA'DAANCL 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 E7CTER34R PRODUCT RENEWED as eamptylnB with tho FToNdn BulldlnB Code NOA-No. 15-1210.01 E„pl.atten Dot* 0411412021 25.310",OTNERWISEANCHORS ARE NOT REQUIRED AS '�\\1 x 1-YN`elAf���`�i,� PERTHFFIGUREABOVF.:e����•'�ICENst•'•�FP VINYL SLIDING GLASS DOOR —NOA(LM) STRAIGI IT DOOR EXAMPLE ik ;; :• •. No. 50705 10106115 : �3 J ROSOV'VSKI C) STATE F �`' o S'10NAL 0 �`" �JJrrrrinrl,IA. A.IYNN M2LER.P.L NTS JAI 9OF 21 Ihil VD-5570.0 P.EJI TAT115 — --►- t-1116' NOM. 31f6' 119 GLASS 7116• NOM. 2118` NGM. Wo- PVa :I18' NS Gl.ASS� 'J16•!iS GLA66� ��-Y 3156-AN ,GLASS 7t, I. t`107ES; 71 is 1) BACKSEDDING SURFACES SHALL NOT .6SIy PV0 .090.60 WIV AIR SPACE BE PAINTED OR LAMINATED. 3116' ANN GLASS-- PAINTED/5l18' FiS OIASS 3l16' TGLA6S 2) PRODUCT MAY BE EITHER INTERIOR OR LAMINAT1 LMINATLA INETI EXTERIOR GLAZED, PROVIDED THAT THE ///---LAMINATED LAMINATED a2 a3 /— suRr —LAMINATED Oo a1 SURFACE Onn 61 / St7RFACE UNIT S ADHERED A LAMINATED GLAZING EG. SURFACE �( UNFT IS ADHERED TO THF. GLAZING LEG. E70ERiCR !� — — <�y EX7ER �`7r Egmm PRODUCT I£'EXTERICR ) PRODUCT IS'EXTERIORr I. �! PRODUCT 15 EXYERIOH• I ! "ANN°=ANNEALED GLAZWi D GLAZED' IFP82•831S (R� T18'NOSA TOWARD ThEE €s rle•ASS' TOWAD S H THE WNW I U I GLASS' 'HS'-HEATSTRENGTHENFD TOWARDS YTiE EXTERIOR. D I GLASS' TOWARDS THE EXTERIOR. I GLASS TOWARD6it1E E%TEfliOR. i { BITE 1 { alrE I' { Drre °T° = TEMPERED I B°= .090" BUTACITEO PVB INTERLAYER 4`j INTERIOR I ('3 ummo ) a EtiLQR i BY KURARAY AMERICA, INC. PRODUCT IS'INTERIOR- : I PRODUCT is'ImERloR• I I PRODUCT IS WEKIOit. { °SG" = .090'" SENTRYGLAS© INTERLAYER GLAYETY IF NBC•B11S I M GLZEO'IFN$"i IS I 73 GLAZEWIP Na24i3I6 }. ! 73 BY KURARAY AMERICA, INC. TOWARDS THE INTERIOR, I TOWARDS THE INTEMOR I YOWAROS iHG.INTEI60R. ) SEENOTEZ SEENOTE2. STENOTEA THSSHEET THISSHEET THt5s1ffiEY GLASS TYPE 9 GLASS TYPE 2 GLASS TYPE_3 SILICONE HOT -MELT BUTYL 1-flf 6' NCM. 1.3116' NOM. 3/f8' ANN GLASS STRUCTURAL :tl18•HS GLA55--- - STRUCTURAL SILICONE �,-3110'NOM. .090'SG 9/32'AIR SPACE POLYISOBUTYLEN 114•NOY. FOA1d- 3116'HS GLASS T6 7a HFAT-MIRROR FILM---•- D98'PVB WRH DESICCANT \ WITH 9132'AIR SPACE --- b OESfCCA.NT 7116" NRSPACE 7r 7a 3118' HS GLASS 311L7.7GIA55•• PRODUCT RENEWED EXT. GLASS EXT. GLASS 37SB' T ULA5S PA,NTED0+ y� PALNTEUI as cam 1 n wL1H tho F[arida 20 83 LAMNATED 64 LAMINATED s'lldtupCod6o SURFACE / SURFACE NOA-No. 15-1210.01 1 tnUDnrsL j a r oS �� E.plraHonDate04J1412021 INLGLASS TNT. GLASS PRODUCT I$*EXTERIOR• I �---�[ PRODUCT to -EXTERIOR- I ! By Gwen IF 02-0 IS - 71Ir NOM. GLAZCD'IF 06413 __ I I { {GLASS . TA1 KODISPACESUPER TOWARDSTHE EXTERIOR.etAss TOWARDS THE EXTERIOR, SITE 4SG TPS amI- roaucs comrol SPACERyNXTi1 +� n�7TRmn I l I gyR a -- PRODUCT IS'INTERIOR- I ` PRODUCT IS'INiERIDR- I I ALUMINUM GlA7.E0'iF E87-a318 I 13 BLA2E0'IF A841S I 79 *lAl EMENT pOLYI50• DESICCANT FILL AREA TOWARDS THE INTERIOR. I TOYlARDSTHc E. 11 - T3UTYLENE-- —61IS NOM. �` ✓ 7Ji Z SEAL I HEeHOYEL aEEw07E2, �SRICONESM THIS SHEET VfssIIEET 1 DESICCROLL.FORMED _ ' GLASS TYPE 4 GLASS TYPE 5 TAINLESS STEEL -t •. ECr.GLAsi EXT. GLASS = 1* = i tdo.50TU5 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 %%)) Ul / ASS INT. GI -Ass GLAZING DET14LS 8 J ROSOVISKI 4/ pURASEALO XL EDGE"" �---�'® � � — — V `° '-��,•• RYORIDI` •• \ ` CERT.OI°ALITH.H2S2S8 �a ....%ss .••,�Y('j\� n SPACER 7a SPACER _ 1070 TECHNOLOGY DRIVE _ N. VENICE, FL 34275 a A. LYNN MILLER, P.E. (041)•480-160D SGD-5570 I4TS 1 10OF21 jv t� MD-5570.0 I- p,EJJEa705 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CEHiT:RUNE ,.ti,,. 4• o L•XTE�IOR 2•TMCKCLUSWR'CS ANCHOR LOC .TKTNS ASTRAGALOR INTERLOCK--► CENTERLIA.° 4" WERIOR —a•r 3.22" ID 3-TRACK CLUSTER'CT ANCHORLOCATICHS ASTRWALCR INI.EKOCK CENTERLINC 4° E%TERI -3.22" U 4TRACKCLUSTER 'CYANCHORLOCMIONS ASTRAGAL OR INT2RLOCK— CENTETCANE _ 4' o — o �LER)Q3 �• 2TMCK CLUSTER'CA' ANCkIORLOCAT10N3 ASTMNIOR NT[HtOCX CENTERLINE '�• e 0 ExTIMM I% 3-TRACK CLOSTER'CV ^ ANCHOR LOCATIONS ASTRAGAL CIA INTERLOCK---• CENTEai.NE A" 0 IW o 6.7aACKClIl3TCFi •CS ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL SILLS: u NINE -to'012-mmu PANCC_ CENTERLNP ME -RIM ?TRACK INTERMEDIATE *I' ANCHGRLOCATICN PANEL CENTERLINE EXTERFQj,� 34RACKRITERMECIATE •-i-ANCHOR LOCATION PANEL_ CENICRLINE 4` rE7CT OR 2-TRACKHHERLIEDIATE •i.'ANCHORLGCATIONS PANEL CENTERLINE 4" EXILRK)R. 322° "PACK INr<RMEMTE •v3•ANCHORLOCA110143 PANEL OrNTEMNE ,- EXTERlI I V2-TRACKLYTERMEOIATE N3 RORLOCATIONS PANEL CEHTERUHE 4'• e EXTERIOR —�•+ 3.22" • �/�. 3•TRACKINTETMO:ATE 'a7' ANCHORLOCATIONS 0 I�EryRI�OR EXTEI-R7IOR_-�'Z 1•�—." V 6TRACK INTERMEDIATE `� 4•111ACKIHTERIAEOIAXE V 4TMCKITERMEOIATE 'r I* ANCHOR LOCATION 'W ANCHOR LOCATIONS ',T ANCHORLOCATIONS ixixJ HoadlStil �1 Jamb 6 4-k 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS A NOTES: i)AlL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK y+� 2.376° DISTANCE IS 2.375` FOR All SILLS: J ROSOYJSKI N.VEN10E,fL 34275 111 70 SGD 5570 N NTS � 11 Of 21 4 MD-5570.0 PRODUCT RENEWED i %eompl9" -1th fh. florid. tldI.I Cod. NOA-No, . 15.1210.01 EXPlmN.. o.lo 0411412021 `}AALLAILYlilt,,''�i �` �4�': • ucevsF `:�'P �'': �`,'•. atOruOP : \tea C� r rTNrn ll�t A.LYNN M&tER,P.E HEAD CLUSTER ANCHORS LAYOUT: ASTRAOAL Oft WTERLOCKER— 4" CENTLINE Px;ERwR 3.22" 2-TRACK CLUSTER'C3' ANCHORLOCAMONS ASTRAGALOR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" V . 34PACKCLLISTER'C!' ANCHORLOCANONS ASTRAOALOR INIIUILOCX 4" CENTERLNE EXTERIOR =322` V 4-TRACKOLUVER 'C3•ANCHORLOCATIONS ASTRAGAL On INTERLOCK— 4' C£METAWE K)ERiOR 3.22" 2TFACKCLUSTEL•C6• ANCHOR LOCAMNS ASTRAOALOR WTERLOCK—�• UWERLWE 4" EXTERIOR —.4 3.20 3-TRACKCLUSTER'Cs. ANCt10RLOCMIONS ASTRAGALOR RMIRLOCK— CERMRLINE NOTES: -- 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO TRACK DISTANCE IS 2.376" 2,375" FOR ALL HEADS: I. FAMIS RUINlamE T.tomr:GlcAb cmSi[a AREtRa LOCAT/tML Wedf5lp C3*t Jstnh 6 P•hoaX I 7 4-TRACKCLUSTER 'C6RNCNORLOCAIIONS HEAD"+" INTERMEDIATE ANCHORS LAYOUT: PANEL CElTTERUNE 4` �J 2TRACKINTERMEDIATE '+2' ANCHOR LOCAMNS PANEL^ CENTERLaiB�4.75" EXTERIOR "RACKINTEfiALMA711 \/ 'RT ANCHOR LOCATIONS GEMPANEL ERLINE EXTER1oR " 1 A7CHORtLOOCATTIION PANEL CENTERLINE EXTERIOR S1 3-1RACK INTE•RMECIATE V 'WANCNOR LOCATION PANEL. .CENTERLINE EXTT:?Tj_ . 4-TRACK INTERMEDIATE .1' ANCHCRLOCAlION 1070 TECHNOLOGY DRIVE N. VIE NICE. FL 34275 PANELCEhTEIiLIrE EXTEnIaR v 44 RACK INTERMECIATE'+2' ANCHOR LOCATIONS PANEL 4" CENTERLL�E F.XTE�''7R7IOF2 — 3.2t �j DTRWZINTT:RItEDM7E •+3•ANCHORLOCAMO.43 PANEL CENTEKEE TW4"4" CXTER(0 '-^'I 3.22' ll 3TRACr INTERiamAiC V '+3'ANCHORLOCATtOKS 4—TRACK INTERMEDIATC 43' ANCHORLOCATIONS NOTES: "Ffau`RcaRcsr€hfRuiTor'"' c'i�ctomlwn 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, "nrSua AWTO:riLaR LoC i. 21 TRACK TO -TRACK DISTANCE IS 2.376" V2.375" FOR ALL HEADS:1 PRODUCT RENEWED F4e9c2SIU 1 os eomptytnD with the ETortda �� D�. •--• Jam 6 HaildlnS Code �a'��\•'LSC,tiNS�-'•���: Rhook 7 NOA-No. 15.1210.01 = V Fxplmiton Octe0411412021 �10. E67C5 10i05115 BY(LM)VINYLSLIDtNGGIASSD00RNOAmimil'_ pmdot n S ROSOWSKI ANCHOR LOCATIONS BJ.'• t� '• aTAfr; r ; `�j NTS 1�1 12OF21 19ti MD•5570.0 A. LYN41A<'Ltt:R, Pp. HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: 4'L3227 QxtER;oR 2.7MCi( RLOORrFR 'C4• WCHORIOCATIONS �J {USE WHERE'Cy IS SptcAEz) TV 4" 4" EXTERIOR &TRACK 90' CORN m. TVANCHOR LOCATIONS V (USE V7iERE'CS' IS SPECIFIED) 4" `(.TRACK 0o, COMER '04'ANCI-W. LOCATIONS (USEVAiERE'CT IS spaOFILTA EXERIOR :U;- 4" b, EXTERIOR 2,7RACK DO' CORNER •CS' ANCHOR LOCATIONS me fm -cv IS SPECtREO) 37RACHSO'CORNER 'C0' AN CI IOR LOCA710N8 MI.. V,NERL•'CS' IS SPECWIEOI SILL 90e CORNER CLUSTERANgUORS LAYOUT: L4' p 4" 4" 4' 27RACK BO• COAhER E) T,FW'O$ 27RACK DO' CORNER EXTERPJR •CeANCHORLOCA'5083 'CS' ANWOR LOCATIONS (USE WHERE 'C3• IS SPECIFIED) \/ (DSE W14ERE'C V IS SPECIFIED) 1,7 1i A H f 4" 0 4' �Ttuacs0•coruxn �>Q� 'rW AN RORLOCATIONS (USEV im-Cr Is SPECIFIED) 4" 4•TRACK00' CORNER 'Cr ANCHOR LOCATIONS 'C(' ANCHOR WCATIONS (OSE%RERE'•CYISSPECn 0) (USEVAIERE-03`IS 5F'EC1RE07 NOTES: i) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. XTERIOR H H .HI e L r} 4" 4" o 3.22" 3 CK00•CCRNER VAR •C$' Ar1CHCR LOCATIONS (USE mtse-w 75 SPECIFIED) 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE r 86` SIMILAR FOROUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS, J ff HOad1SI0 1 Bomb 6 3) TRACK -TO -TRACK P-ha�k 7 2.375" 2.376" cERi.OF AU! DISTANCE IS Z375" FOR ALL HEADS AND SILLS: `—( 1070 TECHNOI N. VENICE, FL (�J41)181-1101 �,so• F(e S76 1 Jamb 5 P•hook 7 D Non-K'o. 15-1214.04 Explmttoa Dalo 04114J2021 4' ENS 157 �b ' o= STAIE nr• •:',��: *.V.VlRACK0VC0MER f="Mitt (USE%%'HERE•CS' IS SPECIFIED) A LYNNAiKLER• P.E. VINYL SLIDING GLASS DOOR NOA (LM) 1aa5J1 G ANCHOR LOCATIONS D 11 J ROSOWSKI NTS jai 14 OF 21 1fiF1 MD-570.0 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: •CRANCt10R LOCATIONS (U8EMAIERE'C3' IS SPEC,T-TEOI 3-110%CK 135' COMER '04'ANCHORLOCAt:ONS (USE WHERE-Cr IS SPECIFIED) 4•l'MCKI35'CORNEII 'C4' ANCHOR IA,.AlIO.YS (USBVAIM. E'C3' is SPECIFIED) 135 f H�:etY3P.1 1 Jamb 5 Pdfa,A 7 4" i --"- 3.22 �-( 7 TRACK 135'COPPER V •C8' ANCHOR LOCATIONS (MCIAHERE'CS 18 SPECIFIEO) 4" 4" EXTERIOR _ V 3•TRACK 135'CORNER TA'ANCROHLOCATIONS (U5M WHERE'C5' It SPEMED) SILL 135° CORNER CLUSTERANCHORS LAYOUT:, RCUHLI v,RrNKro rHE ffYAOY!ltU13a' COflNEll6a1 NICNDR tOCA.bk4: 135 A. 4° q" o i — o Pic am 1 Jamb 6 4"-- - V,XTF.RIUR 4' E%?ER(DR P- wk 7 2TRACK135'COMER 2-TRAC%136•CORRER �� '04' ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS (USENHERE-OW IS SPECIFIED) (USE W11ERE'CY 18 6PEgHED) A 9TMCK lWCOR,'r'R 'C4'ANCHORLOCATIONS (USEVAIme-or IS SPECIFIED) 4-TRACK 135•COtU7ER �v 4-TRACK I35'CORNER •C8'ANCHORtOCAT10N$ -04' ANCHOR LOCATIONS (USE WHERE-C6' IS SPECIMO) (USE Wt4ERE'03' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.376' FOR ALL HEADS AND SILLS: —{ Nz. CERT.OF 1070 TECHI N. VENICE, 4" PRODUCT RENEWED ° 4" ns com lyln with tho Florldo ' 9uildlnq Cod* NOA-No. 1S-1210.01 ° Bttplrotlon not. 04114/2021 F,LM• [(ifOR OY ^3.22" nvtnml-qn Product Cont 3.TRACK 13V CORM_R r� 'CD`N;CHORLOCATON$ (USEw'IF U?.0CV ISSPECIFIED) A. 4' o 4' R •jl. ;' No, 0705 J s) - 3.22° jv� , (oRIDn.•',C�� :: 4•IRACK135'CORj(ER ce ANgIOEaLocLnoHs i�ss� ' �NAl«L�,1� (USE W1aC1fE'CS 6 SPECSIEO) A. LYNN MILLQL P.F_ P.F..*SaNC3 VINYL SLIDING GIASS DOOR Nam(LM) 10/05115 ANCHOR LOCATIONS E�, 3 ROSOWSKI DRIVE NTS 11115 OF 21 E! MD-5570A P-HOOK ANCHORS LAYOUT: OPT. AN TO AUGn OPT_ T NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P•HOOK. lu MP -rook - 03t1b 7 JAMB ANCHORS LAYOUT. (PARTIAL VIEW): 2.375`' 4.76" L. L 210 21.5" MAX. O.G. ratteRlax MAX. O.C. E TIbtZ �' ." MAX MAX �Z41jACKFRAME 3-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB (3) WEEP NOTCHES f I" f 1 N," PERENDQr 1"X:500" j Rj[I (3) TRACK WEEP HOLES EVERY 24° QQ 1.126" X .190": (1) WEEP NOTCH EVERY 24- @ 1.375" X .500" 7.i25 21.ti MAX. ' O.C. F�,XTF.RFp MAXI. - 1 JRRACKFRAME JAMB ANCHORS WEEP NOTCHES REND @VX..60W F.XTERIOR (6) TRACK WEEP HOLES � EVERY 24" Q 1.12V X .190"; (1) WEEP NOTCH EVERY 24" ®1.375" X'.600" NOTES: 4) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS (SIMILAR REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. JAMB PE Silt EXTERIOR m (10) TRACK WEEP HOLES EVERY 24" @ 1.125" X .100% (i) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WE=EPHOLE LAYOUT (2 3 & 4 TRACKS)- rANCHOR.LOCATIONS ASS DOOR NOA(LM) 1010511E g l C S� J ROSOWSKI CERT.OFAUTN.628 6 1070TECHNOLOGYDRIVEN. VENICE. FL 34276— (941r460.1600 13 OF 21 i MD �670.0 iT WEEP NOTCHES REND @ 1"X .500" PRODUCT RENEWED as eamPlYin9 With tho Florida Hulldlnp Codo NCA-No. 15-1210.01 Bx9jr4tlon onto04114!2021 No, C0705 '. �4 p;•. STA n ty S,S70NAt� F a`� SPLICE LocAnaN a• EXiERII R .•n 322° �J 2TRACKSPLICE 'G'ANCHORLCCATIONS' (USE YNNERE'CT IS SPECIFIED) SPLICE LOCAY[ON •47r g%TER10R _ 'L' V a-TRACKSPLICE 'C4' ANNCHOR LOCA1tON5 IUSE WHERE -cT i5 SPECIFIED) SPLICE LOCATION 4" I Eti"Lo -3.22" 2•TRACK14PLICE TW ANCHOR LOCATIONS ILSE VATRE TV IS SPECIFIED) iFL!CF. LOCAIK)N 4" \ EXTERIOR n �I, STRACKSPLICE -WANCHCRL0CA1I0tM (USE V41ERE'CW IS SPECIREO) SPLICE LOCATIO EXTERN 'ERIDR y„ _, 4. v lul ;•TRACK6PLICE •C;' ANCHOR LOCATIONS (USE Wi1ERE'W IS SPEWIED) FICUAFS ttoeglslll ca T Jag b 5 _ P•hOnK 7 4" TRACXSWICS 'Ca' ANCHOR IOCATK)N6 (USE. Wi1ERE'" 15 SPECIFIED) SpL1cF,,- LOCATION o O EXTERIOR ID 2.1RACK SPLICE ��// •G' ANCHOR LOCATIONS tUsts VAtERE'C3• is SPEwtEO) a, !I! SPLICE LOCATION 0 0 EXTERIOR — 3.22• 4-1PACK5PUCE 'C4'ANCH0R16CATI0N3 (USE WIIFAE'C3' ISSPECIFIED) NOTES; 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE bF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK-TO-YRACK = - DISTANCE IS 2,375" � 2.375" 2,376' FOR. ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY iS NOT PART OF THIS APPROVAL AND. IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, SPLIC LOGn�aN �t'4„ o � €iiTERIOR . #i 2-TRACKSPLICE- V 'fYf ANCItOR LOCATtD)iS (USE VhiEfiE•CS' IS Sl'ECIFIEU) 4" ul-- I - I I i —Ha ad.%U., C3 1 P4wok 7 PRODUCT RENEWED na COmp7yying with If. PWIda Dallding Codo NOA-No. 15.1210.01 Enpimtlon Dmo 04N412021 - I , 0 0 � 0 IN FERIOR -:- - - 3,22"�F:'( LYh!d �1Q',,4 a 4•TMCKSPLICE �� t: •'C,IGEIQS,c''•�F:� `. v •WARC140111CCAMOM - Y:• CUWH SEERE••C5'ISSPIFCAVED) f( fN No;50705 fr 5�, l 1IIN 1Al 1111I1 AAYNN MILLER. FA MEN 58M 1070 TECHNOLOGY DRIVE N: VENICE, FL 34275 (041)•400.1600 VINYL SLIDING GLASS DOOR NOA(LM) 191,0105/1: ANCHOR I.OGATIONS F 1.6 I J ROSOWSKi NTS )MI 16OF21 1"1 MD•65/0.0 PANEL'S RIGHT STILE TYPE PANEL _ TYPES sL4GLE 81NG 1L FIXED LOWT(LE ASTRAGAL ASTRAGAL OWSDEBB• ASTRAGAL rODEOr ABTRAOAL OU13 E1W ASTRAGAL IHSIDFiaV ASTRAGAL INTERLOCK CUT INIEi ROCK IN Sm. VV HANDLE DOKOUT SOXLN RECEIVER RECEIVER RrCENFJ3 - RECEIVER IMERIOR OR DcrEssmelA2E0 54MIT �NTENLDCK E F PP K L. L TC TA TV TW MIT ,�«A, �.� IFITF.SINGLE RLIIIGL:K D H P A C C SC SA SV SW a. FOM ST1E RR a3 S f+arwl FLr F® FV T 1I V W LOCKSTILE © �{� tJ/ —1 F. VW IiANDi-D I VI N��7 F°Ycy ASTRAGAL LR ... T 1 f U. V w w ASTRAGAL. Boxt" outoo• S a W SIRAGCT e CC RECEIVER . Q Afi MEAL A7" AS D_ P_ a. • _RECEIVER /� IV OUT. GAA ASL V^�- ! V S RECEIVER _ _ V F.— 13 YV ! VYS VYF RN, RECEIVER RGHT AANE RI_K _�_ — — ........... `y '_'� EANEL STILE STILE _ PANELTYPE -F-SHOWN PANEL NOTES, 1) SEE DPIANCHOR TABLES 1 & 2, SHEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE, 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANYCONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS ED'. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHFFT 10, SCREEN PANEL TYPES C 'IASIBLE ASTRAGAL INTERLCClf L^L •t_ _ Rq �y DGuole J!!1 LocKsnLE I�wwvvv—n•.{�-- INTERLOCK J� LOCKSME SD SiNGIF. q `^�—rJ DOUBLE. INTERLOCK�� ^� INTERLOCK ADOME LOCK"LE INTERLOCK UASTRAGAL LOOKSTLLE _ OCOBLE PP•-��tI SINGLE -. D5 IRTERLOCK rl INTERLOCK ( VINYL SLIDING GLASS DOOR NOA (LM) I f PANELTYPES �� J 1070TECHNOLOGYDRIVE t N. VENICE, FL 34275 -� fOL11.A R(LiROR SGD•55701.4i NTS 170E 21 f MD•5570.0 PRODUCT RENEWED na eomplyylnpp with the Florida DulldtnSCOdn NOA-No. 15-1210.01 Expiration Data 04114/2021 ITJ{tLYNNill ,I:' A. LYNN MILLER• PE. 6.875 N 109 CU 6 ll F 122 01 2 TRACK HEAD/JAMB © 4 TRACK SILL Too— 1100• �. © 1.a81 -1.813 L� C�lu 03 3 TRACK HSADNAMB (D 3 TRACK SILL �� - -----10.626 �L El 1-t 00- �Si3 6.875 ---� 100 (A? a81 J 4 TRACK HEADIJAMB -.1 02 TRACK SILL 540 17.6� 291 .051 +-.762 + •550 .500t-+--.030 .301 J p 1.928 ) +- 062 T 7OP. COVER((PVC) ® ANCHOR PLATE Q'TRACK INSERT �0 EINTERLOCKEXTENDED POCKET EXTENDED POCKET 5.178 231 (-.080 -'�j 2.060 .100- 4 �` 1.000 jj"""" 252 .� 1.819 1-} �j 1.435! 'T I jt¢ .080---°t .040! `�� � 1.983 1�BOTTOM RAIL 12 FARO SILL Q 81 L RACK Q P•HOOK ADAPTOR 18 P-HOOK Q SUPPORT 1 051 229 094 -.640 201 (�' 2.075 3000^ �r L 07s I" �� 540 026 5 V 8 F_r � - 2.607 *r3 � 1.400 } -• I-.062'' 3�' .062 _L I 929 OKEEPERED �tCEEPER 2OBARGOVER0.AENT ®2 OARFORCEMEttT ®3 FIXED PANEL CLIP ®PLATE REINFORCEMENT 1.825 -. 1 595 - 1.695 .309JO� 3-483 �-,126�j I ggr El D2,$33 2.388 .300•-a o 2,788 A� 2.%68 2.023120 I 11-+-I-�-.182 .12.182 110 N- 120 i�- .100- TRAGAL EXTENDED POCKET ® AND STILE BOTTOM ®AND STILEOM ®REIiN OR EMENT, REINFORCEMENT. � &RS NFORCCMEN7 (DoN ERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT -•--- 3.452 - 1.472 - .125 - 3.209 -` t26 OSO 3.713 2.176 0 .046 - 1.600 O70 -� - 1.170-4-�- 4`'229 @136' CORNER ®i35' CORNER 6T135' CORNER ®135' CORNER ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR - U 12� r� 912 -1 .zt D r_ 26z -+ �� 173}- •D62 Ir 1261 1,261 1.?.01 1.26t o SQUAREDEAD - BEVELEU BEAD vBEVED BEAD 83 OGEE BE -AD OGF BF D -a 2.511 r.-- 2.838 a -.0001 076 2A73F 099 4.635 4,27fl ._.100 2,it6 ! AAD © INTERIOR JAMB COVER 1+-2.710 i 1.07>� - PRODUCT RENEWED ns com IyInU with tile mrlds INTERLOCK PANEL STILE, TOP nuildino Codo ADAPTER ®ASTRAGALADD-ON 33 AND BOTTOM RAIL NOA-No. 1S-1210.01 Utplmtion nato 04114/2021 -•• 3.345 --may NOT£S:. - ��_�j�jll918 1) SEE SHEET 4 FOR 33.31211 OSILL RISERS. 3.3463.247OTiO2)SEESHEET20 .065 a ,qig FOR SCREEN PARTS. 1 901 ASTRAGAL 40 DIMENSIONS ASTRAGAL CAP, ASTRAGAL CAP, N INCHES90* CORNER 1) ALL EXTERIOR INTERIOR VINYL SLIDING GLASS DOOR NOA (LM) IAI10/05/15 EXTRUSIONS &J J ROSOWSKI 1070 TECHNOLOGY DRIVE ISM q N,VENICE,1`1_34275 (9411,480.1000 1@SGD-,,7yNTSjTj18OF72iQ MD-5570.0 y �•' :Fccr,+On: • ��: A. LYNN lamer, vs:. I)INSTALL 2)iNSTALLCLIp HEADER BLOCK TO HEAD CLIP INTO INTO FRAME ATTACHMENT (4) ANCHOR PANEL JAMB fl a4 HEADER TYPE AS USED INSTALL ONE BLOCK AT HLOCIC STILE ° SUBSTRATE, SEE EACH INTERLOCK. IN INSTALLATION, TABLE 1 AT ASTRAGAL, INSTALL TABLE A. $KEPT 1 a ONE BLOCKTHAT (3)1110 X l °J 1.&" SMs / SPANS BOTH PANELS. r 11 FIXED PANEL CLIP �. FIXED INSTALL ONE CLIP AT THE (2)11d` `--@ 'PANEL MIDSPAN 0 -- EACH FIXED E By x 2-1/d" SMS CLIP PANEL -TO -FRAME JAMB LOCATION. E uaxr� II III dill Bll It Al nYYI II,—ro — @ 34412° MAX O.C. BOTTOM RAIL8.-f \\, 1 SUPPORT I � (2.) H10U 1"SMS 92 A THROUGH SUPPORT, �Z `w�j ((gJl INTOPANEL A INTERLOCKS] LL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK x 2' S!S PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS KEEPER TO JAMB ATTACHMENT PRODUCT RENEWED as eomplyylng w8A vio Frarido II.1141.0 Codo NOA-No. 76-1240.01 EKplrarloo Dora 041141202 1 -NW INTERIOR � 17ES EXTERIOR DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. tit 11111"/ q , SEE SHEETS 11-10 FOR ANCHOR LOCATION & SPACING. CONTINUOUS ANCHOR PLATE, ITEM 98, REQUIRED AT ALL FRAME ANCHOR LOCATIONS. VINYL SLIDING GLASS DOOR NOA (LM) 10l05/15 No. 09705 91 ACCESSORIES INSTALLATIONS J ROSOWSKf _.KI •v CERT. or PUTH.jE-KI9a--- 1070 mCI{NOLOGY DRIVE N. VENICE, FL 34275 -" (941) 480-1000 SGD �570 NTS i9 OF 21 E§ MD•5570.0 BOXSCREEN DETAILS: HORIL2T6L SECTION EXAMPLE VIERTiCAL SECTION EXAIAPLE .875 —1 1 t +— 875 1.020 r ._ 1.093 1.093 rl .874 i —.0132 X OXSCREEN BOXSIORE fag ,9f TOP RAIL SCREEN 007TOM RAIL t� 5 DE RAIL EN 1.020 �— 1.533 7 - . � 1,373 i.e72 t--- 4„— •083 1.633 8 L .062 I"'—•372-- eOX OX aBOXSCREEN toa SCREEN fa<SCREEN tos N% INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER 1.306 —+1 1.487 I +- - ai 1.343 r— 055 • taa7 T7 f — 060 1.5t0 9 ASTRAGAL SCREEN t91 SIILLL ADD -ON SAND JAMB ADD -ON ADAPTER STANDARD SCREEN DETAILS: a J�r�jn 126 121 12Z tat t29 HORI7.ONTALSECTIONEXAMPLE_ taa taf �2 722 HOR17.ONTAL SECTION EXAMPLE 1Y 1.778 IP78 ,935 +i[i[—.050 _ 14 050 .046 ;BEEN in SCREEN u2SCREEN OXO AME SIDE RAIL, ASTRAGAL dL LATCH ADAPTER + .11.435 j-'— +� �•.—.725 1 .765 .782 Fl—.040 —,062 Ot2a ASTRAGAINYL tte FRAME SILL SCREEN ADAPTER ADD -ON VERTICAL SECTION EXAMPLE NOTES: 'I)ALLDIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LIA) S 10I05HI ( SCREEN DETAILS J ROSOWSK <� _ CeRT.Or AVTN.622?=�5 __ � — .. 10701'tCF{NOLOGY D{2NE __ 1r� N. VENICE, FL 34275 SGD 5570 NTS I@I 20 OF 2i 2f MD-5570.0 mitt ean_Iann PRODUCT RENEWED as comatvinu with tho piorida Expiration Oato `Ttttttlilir!/ \titiS�•'�yCENSr'••�i��� ,4 Fio. 50703 '� Qom`•.,EM, TI ............ •' (•jam` A.IYNNt4�i(ER, P.L. 9 Porto DBecHptlon Material 1 SBOD1 Z-Tr_ack HeadlJamb Nig!d PVC 2 19002 2-Track 810 RpFd PVC 3 19026 3•Mock HoodlJdmb Rfgd PVC 4 19023 3-Track Sg Rigid PVC 6 10027 4Ttack HOO&AMb F6gld PU..". 0 19028 4•Ttack SW tight P 7 190D9 FYomo Sctow Caor R g d 8 19081 AnchorPlato 6063•TO 9 11xi07 Meek Mean GOO--WAlum. 10 19084 111otedock Cop -Extended Pocket _ RZIdd VC it 19030 Bottom Roll supped 8003-'i9Alum. 12 19M 0Aor M Cover 0086•'iBAtutn. . 13 10011 SII.F Track Cow Fj PVC 17 IM2 P-HodhAdoplar 6063•TBAtum. 18 10020 p•Hook 6083-TOAtum. t9 190471A ExtandedKeopor 608&'MAtom, 20 1DD29M Keopar W83MAtum. 21 19314 R.atnfomemia t Bar Cover Rig",d PVC 72 19D30 RoMlon:omnhtBar 600MAlum. 23 19037M Fixed Panol Clip 6003•-T9 Alum. 24 1903%t Reinforcement Plato 6063•TBAlum, 26 10017M Top Rall, Bottom Rao and LockaGio Relnforcarncnr W05•T5 Alum. 28 19040 ComPeelle 21 19010M Intorfah .000 ROWwomu9l, Sid, 600546AIum, 20 1901SM Warlock .400 Rehtorcomenl, HD 6W&'MAlum. 29 19010M Astragal Relnlamement 6006•'I6Alum. 30 10063 Extended Pocket Interlock Adcplor 6WYMAIum. 31 1G008 Interlock Adaptor Right PVC 32 IN% Aslrogcl Add-Dn Row PVC 33 19W4 Panel Stile, Top/Bottom Rail Rigid PVC 34 i0040 IntorlorJumbCowr W63-75Alum. 35 19076 135'ComalAstragal eW3,-16Alum. 38 19077 135' Corner Astragal Poashw Moat 0003•T6 Alum. 37 10070' 137Comer AskagolCap -EXL RYA PVC 38 19080 135"ComafAetm9alCap-W. rwdPVC 39 10078 90'Corner Aelmgal 6003-16Afum. 40 19031 001CcrnarAsbagalCap-E%I. RigIdPVC 41 1G082 00' Comer Aelrogal Cap- kit. Rhgld PVC 11 Pan 11 Dorlcrlpoon 42 10985 918 itlaor- (2-1/2) 43 10022A Sill Rtoor- (3.112') 44 10023A 8111Riser-(4-U1S') gjM 45 1D024A 611Near-4-0 60 718.WSW .16i x .320' FOtaoal (Stile) 51. 71695K 1-112' x V x 314" Fln Seal Oust Plug 62 1 11696 _ Oust Plug 60 419041 Interlock CBp Cover PVC 01 78163X 17aniforn Roger Assam* SS 62 78163N ITandom Roller Assembly - . Ny;oi 03 70WSFPTX t18 x 314" PIL FH SMS ® RDTar & Mint. SS 64 419042 FromoHeodarBlock Nylon 66 48052 RdlorAdJ HdoPlug PVC 66 44386 4 Note Bumper Stop PVC B7 7GX114F'PTX t6 x 1414" Ph. PH SPAS @11umpor Stop ss. ea 711S96Ct Sol Plug PVC 69 76166X GaminlhiodlooLoch wlloagTrim plate Steouss 70 71032X1FPFX t0.92 x 1" Ph.PH MS® Lock SS 71 wrloa Handle Kit Coat Tine 72 19054 lintedock RolalaerG N ton Komlydrling-06G TPS BpacaSydlam QuanoxsuperSpacerN(rV41hHotMaltOutyl 3o10rof t 10rdrrMnteda.n Quanox Dwaaaal Caid dal )L Edge S cer [76 Dow Corning096orGE-7700BackbecIft Siilcono 190g0 7116" Squam Bontl We it VC7H8' Setarted BoadRiPVC 10044 1.1fig' Bowled Boad Rigid PVC 19046 1.1118' Ogoe Seed Ndd PVC 64 10010 1.3116 Ogaa Dead FBgd PVG 85 71726K Setting Block 112' x 41-x 1116', 85+I.6duto. Nooprdno 66 71728K selling Block I" x 0 x IM6 , US +1. 6 duro: Neepreno g0 781PSTX olt x 1" Ph. PH SMS ®Fremo Asacmbly SS a1 7OX114PHPT41OX ab x 1.114" Ph. PH SMS Q RelnL Bar SS 92 710X1PHPT18-0X HIO x V Ph. PH SMS,Q Pull Supped, - as 93 710X116PPX 010 x 1-92' Ph. PH SMS (M Fxd. Pnl, Cup SB &i 7tOX2,6pHPTt&8X 911)x 2-112' Ph. PH SMS @Rohl PlatelAol, BS 95 7142OX2.25FPFX 912 x 2-114" Ph. PH SMS 0 Hd6 Block 5s 96 710X1.75PPX 1NOx 1-314' Ph. PH SMS @Keeper SS 07 1 710X34PPX 010 x 314" Ph. PH SMS Q Ent. Pk1. Irt SS NOTES: 1) ITEMS of 4-16, 46-49, 63.59, 73, 74 & 87-69. 08 8, 90 ME NOT USED AND ARE NOT PART OF THIS APPROVAL, CER7, OF WVTH, 120206 1070 TECHNOLOGY DRIVE N. VENICE. Ft. 34276 (941)•4804000 Pad0 Description Material 17267 BOXSOrOMB r 12260 Box Scrmn Sido Rail E08376AI 04426 Box Seimn Interlock 6o83T8At 17347A Box Semen Snit Bug Flop 6063 76 AJ 84345 Bat Scrmn OYO Astragal Adaptcf 6083 IS AI 108 i7349 Bar Berm Astragal ldaptaf 606376 Al 107 WWI) Box Scroe ,Frame Bill Add -on 6003 18 At 108 10M Box Scrmn Hood/Jamb Add -on BMW Al 108 720XIX 1114.20 x i" MS @ Top Ratl SS 110 72OXI12X 1114.20 x i-1/2'IAS C Bottom Rail SS 111 717NG Wa! .270"x,160'-Fin Sul 112` 61805K Wstp; .167" x .riOD' (4) Bag Flap 113 78RAZ Standard Racer ion. 114 7SRAX NDRdhar SS 116 %arias Screen Locking Hardwo Steel 11B 419053 Screen Hooper Great 117: 76X%PPA PSx1"Ph. PH.SMS Steel 110 IM314 Screen Sptno-.16t7'8 AW' Vinyl 110 101602D Scrmn cloth FlitmBlass TARI F Fr STAIdr1ARt114CRFFN 9 Pmtu Doaarlption Material 120 12033 Semen FtameRail - - 6063T6At 121 12026A Soroen Fromo -Side Roll (Latch) 0083 75 At 122 17333 Screen.OXO Aolrogal Adaptor 6063 18 Al 123 4853K Screen Vinyl Astragal Adapter Rigld PVC 124 iDD120 Fauna S1il Somon Add -on 6083 T6 Al 126 6FP95K Bug Flap; 85+1-5 duto. Vinyl 128 78X1 i2PSATS 08 x Lire Ph. PH SM, (Aeoombty) SS 127 712027 Oomar Key Wneal Aaaombly (Standard). Nylon 128 7120218S Comet Kay Wheal Assembly 90) 3s 12B wrloe Screen LocldnDHardwute- Steal 130 710X34PPSDAX Rt0 x 314' Ph, PH 8M3 ® Screen AaL SS '131 70Xt2PP6tA8X 118 x 112' Ph. PH SMS (0DoarAst. SS 132 1092/374 S mon Spline •.145' Vinyl 133 1616C7.0 IScrownCloth I Flbot&ao VINYL SLIDING GLASS DOOR 'NNOOA' (LM) l� i0/O6f15 PARTS LIST I}s4 t J ROSOWSKI NTS]jr 21 OF 21 �$j- MD-5570.0 PFiODUCT RENEWED. %sttrlrrlrrr as compFyIng with tho Fronde 15-1210.01 ' NOA.No_ a �tC C GP ;• expIf6tlon 0 04114/2021- ? By MIDn,I- add➢rodact control No.68705 7 Dom_ 4 NA1-�� �'rr'+rrtrr`t'•` A.LYNN Aet1ER, P.E. DETAIL E1 TYP, ANCHOR TYPE, EMBEDMENT DETAIL EZ Di=TAIL E3 DETAIL E DADE APPROVED MULLION. FBC INTO K46ewtr j AND EDGE DISTANCE PER INTO%OOD Ivro Mnsarar INTO METACOMPL EL txgUCKSTRiP SUBSTRATE, SEETABLEA, SHEET FRAMING OR STUD, MAY I & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHORTYPE, EMBEDMENT FRAMNG OR STEEL. STUD. MAY FRAMING, SEE ANCHOR CONCRETE/CMU PER SE VERTICAL OR HORIZONTAL, CPER ANC14OR EDGE AND EDGE DISTANCE PER SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE - NOTE 3, SHE FT 1 SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT REQUIREMENT EDGE 1 & NOTE 3,1`HIS SHEET EDGE �. TABLE A. SHEET 1 •� DISTANCE DISTANCE , . EDGE DISTANCE EMBED- ME74T ` y;'• + ''; , Eh{SEDN.IaNT- EMBEDMENT _[j— EMBEDMENT 1f4".MAX. -� 0 114" MAX. 1/4` M,AX. I S 1/4"MAX, s 1/4" MAX. 1 X OR 2X WOOD n j ] t U LJ BUCKSTRIP, SEE !J •CJ L0 ANCHOR NOTE 3, 0 TYP. ANCHOR TYPE, EMBEDMENT AND TYP, ANCHOR TYPE, EMBEDMENT AND / G - EUGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE ca SHEET 1 / / Q TABLE A, SHEET 1 & NOTE 3. THIS SHEET TABLEA, SHEET I & NOTE 3, THIS SHEET m s+ piS TES i) DETAILS APPLY TO2, 3AND4TRACK CONFIGURATIONS. _ 2) REFER TO ANCHOR NOTES, SHEET 1. 1� PM.-JruEs 3) SEE SHEETS ii & 12 FOR ANCHOR LOCATION & SPACING, �\JJ Amo #8X'3I4"SMSREINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO WIDTH = NOM. PANEL WIDTH -8.011S' HORIZONTAL • SCREW; 3 PER RAIL, LOCATED. AT 4) CONTINUOUS ANCHORPLATE, ITEM $8, IS REQUIRED AT OLO HEIGHT = DOOR HEIGHT - ii-1116' ANCHOR PLATEAT RAR'S CENTERL[NE AND 9•' FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT - 2-lir EVERY ANCHOR (FACTORY INSTALLED) 5) SEC SHEET 20 FOR SCREEN DETAILS, LOCATION 6);SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT OPENING -- PAI4EL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME s=_e HEIGHT LENGTH OF THE.EXTRUSION. REFER TO PRODUCT RENEWED HEIGHT HEIGHT (� SEP SILL RISER EXACT DIMENSIONS. as compsYInUwturtho rlorlda THI9 SHF2T VARIES WITH Uullding Coda REQUIRED NOA-No. 15-1210.01 rx,Eaa POSITIVE BxptratlonUato0411412021 DESIGN 300-H tom- 2G uz PRESSURE, 390 -•-1 _Mlaml- a roauet control lt Gx SEE & 8. - — GI EbTf� 7 & 8. - .3907--+-4 t^- 2.047 - 2$ OR 020 I-.-.390 1 2.370 E . 37 (i ii42 Sl!DN 114'MAX. II 't a._'.sonpP `.823 I.783 2.887 3A64 4.041 GROUT AS v a i.fl17 NEEDED, SEE ANCHOR NOTE t� I 80 ! -} .060 Ofi4 .060-•- - 5. SHEET 1 G �'� z 114"MAX • tz p 2 112"=TOTAL 060 •-�-a� l - 1 HT LL RISER SIL. L RISER SILL RISER 45 SILL RISER I J �� t SILL HEIGHT 'z(2-i/2"TOTAL O(3-St2°TOTAL 4-tf16"TOTAL 4.51t1"TO7Y+L ,� ��,. 11C4 ,J ILL HEIGHT) SILT. HEIGHT) 4 SILL HEIGHT) SILL HEIGHT) �rQ g ' •.• EMBED. '-' a EMBEDMENT I� EDGE 4S; �< DISTANCE' �r: Pla,68T05 MENT , _- VINYL 9LiD1NG GLASS DOOR NOA (LM} r� 10105/1G _ «^ EDGE TYP.ANCHOR7YPE, I rYP. ANCHOR7YPE, INSTALLATION, VER7ICALXSECT. l J ROSOWSKI �•q : ^ $ IS f b u)` r' ' ...._..._.._.....__. F . DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR ENISEDNIE14T A ED `� M < < %plc s (}p +oy EDGE DISTANCE FRAMING. SEE ANCHOR EDGE DISTANCE �� F • ....• ti CONCRETEICMU PERSUBSTRA7E, NOTE 3,SHEET I PER SUBSTRATE, CEfiT:OFAUTFi.g29288 m m �•i��Sf�}Nf��+� -PER ANCHOR DETAIL F_ SEE TABLE A, j�E-f A)L �2 SEE TABLE- A, 1070 TECHNOLOGY DRIVE REQUIREMENT SHEET 1 &NOTE 3, {— SHEET 1 &NOTE 3, N. VENICE, FL 34?.75 SGD 5570 NTS 4 OF 21 MD-5570.0 ALYNN MILLER P.E. IttrO MASONRY THIS SHEET !I u__rrovr�o:: THIS SHEET (941)-460.16D0 .b _..rk•a sx+Gs © 6 2 00 o, 135* DETAIL G2 699s• OUTS OF comm o.m 195° /Lj cRTCRIOR J_ .a LXTCMov \' fl0' �x•Lgi sG��at�l,n,1' r- - Al s O ICI 19 � u +� INiFRIDP_ EET�l F � � sa PXTERIOR PRODUCT RENEWED as compiyyinp with tho Flnrhin eu4ldtng Codo NOA-tto. 15-1210.01 ExplraVan Dato 0411412021 NOTES 1) DETAILS APPLY TO 2,3 ANO 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 &•15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1$ 2. 3) CORNER ASTRAGAL MAYBE EITHER TO THE INTERIOR OR EXTERIOR `y �YNN Mjlj DEPENDING ON CONFIGURATION. ON ' ' Ei VINYL SLIDING GLASS DOOR NOA (LM) 10/05115 k : 1y0, G0T05ty CORNER ASTRAGAL HORI2. X-SECT. 3 ROSOWSKI T"5}Fj —. ; CERT.OF AVTN.1J2929fi � ., �3a ��(?.t`� •-, xtUfdL3P'�'�t%: 'TECHNOLOGY DRIVE g � ' SS10NA�. N. VENICE, FL 34276 alvtaiM�it�R re. (041�480.1606 SGD �G7C� NTS �OF 21� MD+5570:0#� pEA597G5