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HomeMy WebLinkAboutUntitled All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: RECEIVED - Building Permit Applicat on JUN 17 2019 Planning and Development Services Building and Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential _ PERMIT TYPE: V) i n L4,0 ,J f Doo(- PROPOSED oo(- PROPOSED IMPROVEMENT LOCATION: Address: 12DIS S `1n�►�v� �' !' t- -�L19517 Property Tax I D#: ljl6 `�� Ob V Z "0 5-6 �• Lot No. Site Plan Name: Block No. Project Name: DETAILED DESCRIPTION OF WORK: e wove 'h(� l&D I(1 Cr? CONST RUCTION INFORMATION-:-- - Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters VWindows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 1 O ) O CO 'Cy Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name f�aAC e_ .1; 5 l(' j ri��0 Name: ZYb Z9 N Address: I1'2 r)S ') T►-x'. nn )Pr J f Company: 2ArtO 4 1 _—� City: ..t'n"Wo Re(y 1n State:FL Address: Y- Zip Code:.;L .) Fax: City: 9 Stater Phone No. 2110k— Zip Code; 4Fax: A-J/ k E-Mail:V 74--Co,2 V)2 0 eorjk l i'(4-, le-� Phone No `77 L—5 77 16 is Fill in fee simple Title Holder on next page(if different E-Mail !!�; 0(2-, ,,r>�- `'���_^°a• c from the Owner listed above) State or County License C If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTI LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: =Not Applicable Name: Name: Address: Address: City: Sfate: City: S e: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _ of Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Ah ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO ENCEMENT." S' a ure of O r 'ontractor as Agent for Owner S' ture of Contrail ense Holder STATE F FLO / TATE OF FLO COUNTY OF C1G COUNTY OF �r LGIf The for oing i strume t was acknowledged be r me The forgoing instrument was acknowledge before me this day of Q / 9 -29 "by 'PO1' thisaa� day of / 20 by dh�1 �o��rT �/�CkCC'17 j(2,,, I<c,lLl Name of person making statement. / Name of person making statement. Personally Known OR Produced Identification v Personally Known OR Produced Identification Type of Identif i n Type of Identification Produced L Produced FL P�-- (Sign ure of Notary Public-State of Florida) (Signprfure of Notary Public-State of Florida) Commission No. (Seal) Commission No. G6157,�2FS (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.21/7/19 otomy ALEX DE SOUS ALEX DE SOUSA ! UIAKYPUE3LIC -+STATE OF FLORIDA rSTA E OF FLORIDA Comm#GG157288 #GG157288 •s"NCE 19il Expires 111/11/2021 `��NCE 19�� Expires 11/1/2021 - —--- -- Miami-Dade County Building Product Infonnation for N.O.A. 17-0420.06 FILE. ,Uupy NOA 17-0420.06 �(library/productcontrol/noa/17042006.pdf) =RECEIVED'SupersededBy File Status File Approved File Classification High velocity hurricane zone Category Doors Subcategory Sliding Material Vinyl-PVC Applicant PGT Industries, Inc. (pc-result detail app.asp?app alias=101544) Expiration—Date April/14/2021 Impact Rate Large and Small Missile Impact Maximum_Design Pressure_Positive 100 Maximum Design_Pressure_Negative 100 Description Series"5570/2770 Vinyl'White Rigid PVCI Sliding Glass Door w/Reinforcements- LMI Green Sustainable Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIA AM r rqu 137, A + lar # WW*terCI%j + an�rawtn� C= �, LLU i W z U J ! H CtMtOMOr nxmt babom fbr PnotmMon LU .eft Meas lrt4monts must be In.fnohe ilas+p epi �!!& xsot sit. M irk a i L+ coati+ � City Width Height W. dfi 1I-esi/ght 1'Comment t � � ��'/!�u'C�r �,.. („'„e�`�"f`+t fir{ i1�✓� � F� .li Ea=�,� J r CT!�^}Il !;�'. � "� S�{�,y�, f ID � 3 m .>f r &A b P�94o14 s t i i i r ssr. I M IAM I•QADE NLTAl�ll-DADS COUNTY a .„`rJ Copy"u.0. UCT CON'T'ROL SECTION SW 26 Street,Room 208 i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE,ADMINISTttATI.OiN DIVISION T(786)3(5-2590 F(786)3152599 i NOTICE OF ACCEPTANCE OA ynymmiamidade goy/economy REeE!PGT Industries,Inc. I 1070 Technology Drive, North Venice,FL 34275 JUN 17 2618 i SCOPE: ST. Lucie County, Permng This NOA is being issued under the applicable rules and a 'ttiof construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control i Section to be used in Miami Dade County and other areas where allowed.by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have I this product or inaferial tested for quality assurance purposes. 1f this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the.AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. _ This product is approved as described herein,and has been designed to comply with the Florida Building Code, # including the High Velocity Hurricane Zone. l DESCRIPTION: Series"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. .APPROVAL DOCUMENT:Drawing No,MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no. change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination_and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade. County, Florida, and followed by the expiration date may be'displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted doctunentation was reviewed by Jorge M.Plasencia,P.E. ' NOA No.17-0420.06 MtAMUDADE Ct]UNTY ' Expiration Date: April 14,2021 11 Approval Date: September 28,2017 Page 1 PGT Industries,Ine. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submided tinder AIDA No. 11-010 7.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(1,M)", sheets 1 through 21 of 21,prepared by manufacturer,dated 10/0511.5,with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on l)Uniform Static Air Pressure Test,per FBG,TAS 202-94 2)Large Missile Impact Test per FBC,TAS.201-94 3) Cyclic Wind Pressure Loading per FISC,TAS 203-94 along with marked.up drawings and installation diagrain of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 871.7,dated 12/07/15,signed and sealed by Idalmis Ortega,-P: E. (Test report.revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,,perFBC,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'resting Lab,Inc.,Test Report No.FTL 8546,dated 11106/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test.report on 1)Air Infiltration Test;per FBC,TAS 202-94 2)Uniform Static Aix 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,Iris.,Test Report No:FTL 8547;dated 12/04/15,signed and.sealed,by Idalmis Ortega,P.E. (Test report revised on 02/15/16) j 4. Test report on 1).Air. Infiltration Test,per FBC,TAS 202-94 j 2)Uniform Static Air Pressure Test, per FBC,TAS 2.02-94 3) Water Resistance Test,per FBC,TAS 202-94 i 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 j along with marked-updrawings and installation diagram of vinyl sliding glass door,prepared by , Fenestration Testing Lab',Inc.,Test Report No. FTL 8548,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) orge M.Plasencia, P.E. i Prod et Control Unit Supervisor . NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 >a-1 a PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared:by Fenestration Testing Lab,Inc.,TestReport'No. FTL 8549, dated 11/06/15,signed and sealed by Idalmis Ortega,P.,E. (Test report revised on 12/04/1.5 and 02/11/16) 6. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8552,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings.and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638(samples A-1 thru A-22),dated 11/19/10,signed and sealed by Jorge A. Causo,P.E. (Srrbrnitted trnderlVOANo. 11-0.107.04) 8 Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniforin Static Air Pressure Test,per FBG,TAS 202-94 3)Water Resistance Test,per FBC,.TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6337(samples A-1 thru A-5),dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted carderNOA No. 11-010 7.09) 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. -" (Subtnitted wider NOA No. 15-1210.01) .4orge M.Plasencia,P.E. Prodfict Control Unit Supervisor NOA No.17-0120.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(cont.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No..15=0528.1.4 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 1.000 Tun 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 Moors",dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc.for their"TAN 3040 and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712i.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doom"dated 09/15/16,expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-1x10527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted render NOA No.11-0.107.04) 8. Notice of Acceptance No. 14-0916.11 issued.to Kuraray America.,Inc. for their-"SentryGlasO (Clear and White)Interlayer",expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc. for their"TrosifolO Ultraclear,Clear and Color PVB Interlayers",expiring on 07/08/19. Jorge M.Plasencia,P.E. P, oduet Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28;2017 E-3 PGT Industries.Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. F. STATEMENTS 1. Statement letter of conformance with.FBC-5th Edition(2014)_and FBC-6th Edition(2017), issued by manufacturer, dated 08/14/17,signed&sealed by Lynn Miller,.P.E. 2. Statement letter of no financial interest,dated 04/18117,issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387,dated 05/05/17,signed.by Ishaq Chanda,P.E.. G. OTHER 1. Notice of Acceptance No. 15-1210.0.1,issued to PGT Industries,.for their Series"5570/2770" Vinyl Sliding Class Door(Reinforced)—L.M.I.", approved on 03/63/16 and expiring on 041X4/21. j` Jorge Plasencia,P.E. Pr'odaet Control Unit-Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 ' i SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: -- IMPACTRATING run.5lp. uln. RATED FOR LARGE&SMALL - ts,e Amam. snlm,re Fmme kbmber MISSILE IMPACT RESISTANCE Dl oneeam.te INCLUDING POCKETS&90°('i35°CORNERS .e B ,4• GENERAL NOTES: 'O.O.s - 9 r— 1sl° DESIGN PRESSURE RATING 1)GLA7JNG TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. W.EDIT•4105S.SM6 d.el ems(ns)a< akmvnen sOssls �eVb"'b Om- w &9• SEE TABLES 1,2 8 Bt,B2 .iZS•min.Weroia PBent 2)DESIGN PRESSURES: stow,Aed• fine Lamb aro• sa®• ON SHEETS788 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM'E7300. {mk t1 uoeeennl M.069.ma.°mermen IV sCow B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A stet sou A65e ce ss' t vsuvJ.mS waT 'Omt a aa. C.DESIGN LOADS ARE BASEDON ALLOWABLE STRESS DESIGN,ASD, °r+�'"�'•mem`e P^vo6 °.m7r 4�'° 3)ANCHORAGE:THE 33-113io STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, +m-dm ult INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WIT"OTI TER DISSIMILAR MATERIALSP.r,sewwm vab r1wv nm r +-am- .. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FEC). tu•em 4t°sa'e"t`Fle' saes. k r lara 4)SHUTTERS ARE NOT REQUIRED PER FOC REQUIREMENTS,AS APPLICABLE. B m,ebelwned eenw(OS) P.T.Ooakem Piro tbe4wn - s+a tya• 5 INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. J0- Cgmlob PMW +• 1alB• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRE TEFLEX&AGGREGATOR ANCHOR NOWS,ENERGI FENESTRATION mk.2ssts vame tans tam• yr see/.Hens SOLUTIONS USA,WC.ORVISKNJ EXTRUSION,LTD.WHITE RIGID PVC HOA,VE i000 TAN 202 AND LIGHTER SHADES tbgtaOsa cMu, Jmb 1" ___t-ta• (NON-WHITE)RIGID PVCNOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA AS Pi°ok s In REFERENCES(TEST REPORTST.FTL-6337,6338,88458849,8852&8717;FXOVA-10-002-792(A)&1 D-006-10231; (As1M aU' lmok 1 v4•, 1nµ• CAMBRIDGE 535759-09; 1N•FJm nm s.s.cabFtre aooeb IimNSSM tans 1aµ• GENERAL NOTES...........I 7)THIS PRODUCT HAS BEEN DESIGNED&7'ESTEO TO COMPLY WITH THE REQUIREMENTS OF THE FBC,INCLUDING THE ° mat kc v4°a,- t• 1aµ EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI conn.. Ren4'eEwJ 1-s wr EXAMPLE CONES..-........_3-6 ; FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA lmh zztke0 '—wok ti/r-''Tate OP/ANCHOR TABLES 7-8 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). v4•E ts4S.S. lbgm 04U, r t-v4• EXAMPLE..........._..............9 i ApgeGcb, t rneok r 1-v4• GLAZING DETAILS...........,10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE P.T.sowcm ^n xraar wrt r ME ANCHOR LOCATION9.......10 9)DRAWINGS DEPICT EXTERIOR-GWJNG,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. ls�u 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES, +ronaotn We4191wJ SIm tam• PANEL TYPES_................17 v4•Etesuamoos 2lttkPi k alis tam• EXTRUSIONS.............._. nm. ANCHOR NOTES: - uswmnba asH Junb 2-t/r 1-v4 .19 1 FOR CONCRETEICMU SU13STRATEAPPUCATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY sOm cssP+aak r1m 1-1r.. ACCESSORIES........,._._. D cos�m AA, aur 1 • SCREEN DETAILS........_...20 I APPROVED L7C.0 ANCHORS.SEE TABLE AON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE auk t aur lam• PARTS LIST._..................._21 REQUIREMENTS. 19-em 410 ss.CeUR. I UnOwb4 Cp . Jamb ?+m 1-1/4' 1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASIb Pbmk z-vr t-t/4• PRODUCT REVISED 33 WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112'THICK.PROPERLY SECURED,I X WOOD BUCKS ARE OPTIONAL •MIN,OF 3 THREADS OEYOND THE METAL SUBSTRATE METAL SUBSTRATE TO mPwr ltb the Flodit IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD DUCKS DEPICTED AS 2X ARE 1-112"T1ICK OR MELT MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Hu "g GREATER.I AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Hop-no' 17-0420.06 STRUCTURE BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Epimfi n Onta 04/1412021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTEO CMU`VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND I'O BE REVIEWED Mimm nw BY THE AUTHORITY HAVING JURISDICTION. I)li 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, Me1md .F1 Min.F. NONMETALLIC GROUT,MAX.114-THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT'THE ENTIRE LENGTH OF THE BILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Sled Sae:•/ 92 kei 1201.)- SUBSTRATE ISWOOD,=FELT PAP ER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD .CODES)STANDARDS US.. 4108— SD 110 kw SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA WLJ)=CODE(FBG),STH EDDKNm Elan ApOre(latm® 57W 901.1 (€ .2014 FLORIDA WLDASTME130009 P/G CODE(F80),6TH EDITION Elm ut.C.A0 155 ksl 177 hi w INSTRUCTIONS_ - •ANSUAF&PANOS-2015 FOR WOOD CONSTRUCTION 41095 Ek.C kfk.& 127.4W 109.7W 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FORTHF •ALMNUM DESIGN MANUAL,AD162015 W8345 Alt— 10 ku 22 kci �'t+c9YLYN1y SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,DEPENDING ON THE .AISIS700-12 AN m 98 m ks1 —M—Rd SON••-•• AJj GLASSIREINFORCEMENT. eAISC360-10 0r.sssied stud 39kci 451 ti:�1,:V7cEN ••!�_';' 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Ma�� PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR Rx =.1k ={r HFJGHi. VINYL SLIDING GLASS DOOR NOA(LM) 10!051153)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED W TABLE A.TICS Rp GENERAL NOTES 8 J ROSOWSKI 7p,� ELI ll' SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE d ��0�•., Sta4Etv�� DISTANCE. 1411041061'17 ' F'••FtORia',:' ��.• coPvmctrtomn wrltastwq me UPDATED TO FBC 2017,VINYL MFG. 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN TxLBnllrs nssatven PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN.. 1070 TECHNOLOGY OR �q,1�NALj71tN` 5)INSTALL AS PERTHE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 13)ADDITIONALLY,SEE THE EXAMPLE ON SHEET G. (941)-480.7600 SGD-557D� NTS IOF 21 @ MO-5570.0 1991 A AL"'N"'�P�' aEM.°F AVIH REA.0703 MAX.UNFT WIDTH MAX UNIT WIDTH MAX UNIT WIDTH —MAX.UNIT WIDTH NOM.PANEL WIDTH �p NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOM.PANEL WIDTH PER TABLES 1&2 v,t PERTABLES I&2 PERTABLESI&2 , PERTABLES NIAX,UNIT / I MAX.UNIT(1) / / I� MAX-UNIT MAX.UNIT © ) HEIGHT I@ HEIGHT / Ik" HEIGFIT Ip PER IK PER TABLES I&2 $ PHEIGHT ER TABLESI&2 / / I§ PER TABjLES1&2 / / / �$ TABLES i&2 i¢ � I /� _ ) J 1-PANEL 2-PANEL 3-PANEL CONFIGUf7ATIONS 4-PANELCONFIGURATIONS - CONFIGURATIONS CONFIGURATIONS t MAX UNIT WIDTH — MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH _ PER TABLES 1&'2 PER TABLES tI&2 PER TABLES 182 _ _ __. � —t MAX.UNI 1 I` HEIGHT / / e MAX.UNIT �?( Y: I MAX.UNIT / PER HEIGHT C{J tCti777 Ig" HFJCHi I 1' TABLES& PER TABLES t 82 / )'E PER TABLES 1&2 -J CORNER.TYP. —� 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS *PRODUCT REVISED MAK UNIT WIDTH— y Fes---MAX UNITWIDTHI��W-ems' °'n'o FI°n°° NOM.PANEL WIDTH I NOM.PANEL WIDTH ( NOA-Nw 17.0420.06 PER TABLES 1&2 _ PER TABLES 1�&2 _ _ _ [gJniloo?t�04l1412021 BY MAX.UNIT � } y{ y,',C � / � MAX UNIT � I 3 1 �- / I o eo croaoee eonwl HEIGHT HEIGHT f f PERTABLESI&2 / ! / / / / I$ PER TABLES 1&2 -T J 7-PANEL CONFIGUftA7H)NS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL OLD WIDTH=NOM.PANEL WIDTH-8-9116' r pNY LYM y ., I)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILA13LEAS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 'O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-311fi' OR .OXXX IN `P`=POCKET DLO HEIGHT=DOOR HEIGHT-11-Itl6" -z' 1JCE10@F••-!( LOCATIONS.EY A>�MPLE:4-PANEL XXKK IN POCKET(D)CONFIGURATION CAN BE p)O=p,pX)= JOWy `• POCKET CONFIGURATION CAN BE O)O(Xp. PANEL HEIGHT=DOOR HEIGHT-2-012• ? N.38705 '-yL 2)90'&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. _ A_VINYL SLIDING GLASS DOOR NOA(LM) 10105!]5 _•0 �k= 3 POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND I$TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS , JROSOWSKI �0 .• s ) REVIEWED BY THE N.AUTHORITY HAVING JURISDICTIO '� ���y+••' OAIDA,_-�`` - i—DETNL LETTER morwartoxmT wTumamrs.mc. �NO CHANGES THIS SHEET. _ ��04/05/17 S/ G nunwArsq�AveO '.,)ONALiEN�r• 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ® - 1070 TECHNOLOGY DR N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SOUARE FOOTAGE=472.656 FT' (---SHEET NUMBER (941}480-1600 SG0.5570 NTS 20F21 g£ MD-5570.0 WA 0.LprLLFRWa PS T GA kI 111 DETAIL Al ERR, 1 _ METALTYP.,SEEANCHOR TNral lxxwo DETAIL C1 DETAIL Di NOTE 4,SHEET I;MIN.OF3 INTOt1XV=D wfERIMK w7o uEl'AL THREADS BEYOND THE CONCRETEJCMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH -------- 1J4°MAK RiWTFDO R IOISoWRes• 21 1e TYP.ANCHOR TYPE, •� ea uax ss•oo. EMBEDMENI'ANO -" C EDGE EDGE DISTANCE PER,: "`-• - — DISTANCE SUBSTRATE,SEE -- i TABLE A.SHEET 1 8 - - DAYLIGHT NOTE 3,BELOW c, T OPENING-1 •j`. a o l WIDTH EMBEDMENT ,,.. rr EDGE :,;��'.. + /„,, / _-- (4)TI0 IEEPER 'EDGE EE SN®E'f 1098 - DISTANCE DISTANCEf ... o Ll"t"l n ae THIS SHEET 1/4'MAX.—H jj /�.:...' .. SEE NOTE 6, Bt I I 25 a6 THI SHEET.J� '•' TOS SHEET I I SEE Note 0, 1X OR 2X WOOD a7 THIS SHEET (a / / BUCKSTRIP.SEE SEE NOTE a,THIS SNEc xa I EMBEDMENT - 48X 3/4'SMS.REINFORCEMENT SCREW;T ANCHOR / NOTE 3,SHEEii I------•�� --/ea PER STILE.LOCATED AT CENTERLINE AND 6, TYEMBEIP.ANC HORr% PLATE AT ) / HORIZONTAL SECTION"(XXX SHOWN) ��� JV 12'FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY / EDGEDISTANCEPER ANCHOR SUQSTRATE,SEE ON DETAIL C2 DETAIL D2 �� DETAIL 82 TABLE A,SHEETI& LOCATI DETAIL A2 INTETLOC Hroushwa 1 asTRaDnt NOTE 3,BELOW ACM Kr. 2X WOOD BUCKSTRIP OR WM2Xw0 ,a DAYLIGHT REQUw WDODR EMBEDMENT-1•�--- "� F 00 FRAMING,SEE ANCHOR i HEIOHT IS OVERW _ OPENING 111 zT 174•MAX,--+1 1 Q I pR gUwC�RIEN um NOTE 3,SHEP:da ET — X13 WIDTH I P (t DI ANCE i i sunme9�aua V/ ��('III Noa�To. 17.0420.06 TYP.ANCHORTYPE, -- SEENOTEE0,THISSHEET \' _i I L� I e�Puauwl Dot.0411412021 EMBEDMENT AND EDGE DISTANCE PER TYP.ANCHOR TYFE, T uI a e - --' SUBSTRATE,SEE -e _ FMBEDMENTAND TABLEA,SHEET 1 8 r P EDGE DISTANCE I NOTE 3,BELOW ', PER SUBSTRATE, SEE TABLE A SHEET --- d EDGE ,.� d 18NOTE 3.BELOW DISTANCE A•OC, 5F�ET I PANEL WIDTH CONCRa \. L-R----J 1-+- MAX. ANCHOR ASTRAGAL MAYBE ANCHOR REQUIREMENT INSTALLED MEITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR FIXED ANCHORS, ANCH PANEL CLIP 8 EXTERIOR DIRECTION. �%p1 LYNA(4i, NOTES ORS,SEE .` •�.:• cEN 1)DETAILS APPLY TD 2,3 AND 4 TRACK CONFIGURATIONS, rtBNTORCEwENfTYPEs(SEF WTE a TNss�n-Er) DETAIL SHEET 10 ALL PARTS IDENTICAL. a. J SF'•; ', 2)REFER-TO ANCHOR NOTES,SHEET 1. 1`011 All Tncxsla.Ea - TF? Ne 58705 •'9 A SEE SHEET T FOR ANCHOR LOCATION 8 SPACING,FOR µTpgOµy S AND zS O yINYL SLIDING GLASS DOOR NOA(LM) a 101O6N6 ! ik ANCHOR QUANTITIES,SEE TA0LES182 cress um)\ --" -O;G~ 4)CONTINUOUS ANCHOR PLATE,ITEM NB,IS REQUIRED AT ALL HOR=WALPAOs INSTALLATION,HORIZONTAL X-SECT. 8 J RO DWSKI p0 s /�I "FRAME ANCHOR LOCATIONS. •5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON, FOR(1 Dcrrwa,ro�n F4TDDUetNE4 mc, �'NO CHANGES THIS SHEET. ��04/05/17 %:�s''�ORIOP•"G��.` 6)SEE TABLES 182 FOR REINFORCEMENT REQUIREMENTS.All. IMERLoFRf fl O euwcalnr NA���`�� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY I 1070 TECHNOLOGY DRQ �g NT,ITIL,Tt` THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS \\\ STAN N.VE NICE,FL 34276 /.LrNN ucLLER,P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (941}480'1600 SGD-5570 NTS 3:OF21 4 MD-5570.0 90 A r.es soros (LAT.DF PUf,t J DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 Rrroe4Aspraty AND EDGE DISTANCE PER wrOelooO 'unp NAsavRY pp0 KETAL DADE APPROVED MULLION,FEC IXeucKsiaw SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 18 NOTE 3,THIS SHEET 2X WOOD BVTYP,ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE(CMU PER BEVEHIT[CAL OR HORIZONTAL CONCRETE[CMU EDGE NOTE 3,SHEET 1 - ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR _DISTANCE I&NOT 3,T THIS SEE A,SHEET EDGE _ TABLEA,SHEETI REQt11REMFNf EDGE 1 8 NOTE 3,THIS SHEET DISTANCE DISTANCE _ v 1 I'..:,:.:...r, , EDGE DISTANCE EMBED- _ _J, ' •i.• MENT _ NT •• .. EMBEDMENT ` EMBEDMENT �•-- - — _ EMBEDMENT 1/4'MAX] f e 1/4"MAX. L114 �1/4' S �114'MAX: pp 1XOR2XWOOD _ l'l D BUCKSTRIP,SEE a a / fi0 ANCHOR NOTE 3, TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE.EMBEDMENT AND / m T ANCHO EDGE DISTANCE PER SUBSTRATE,SEE —EDGE DISTANCE PER SUBSTRATE.SEE / TABLE A,SHEET 1 8 NOTE 3,THIS SHEET TABLE A,'SHEET 1 8 NOTE 3,THIS SHEET NOTES FOR V 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURAPONS. / LOCKSTILES, P 2)REFER TO ANCHOR NOTES,SHEET 1. ASIRAOAis, 3)SEE SHEETS 11 812 FOR ANCHOR LOCATION 8 SPACING, FIXFDA�lE9 #8X314"SMS REINFORCEMENT FORANCHOR QUANTITIES,SEE TABLES 182. DLO WIDTH=NOM.PANEL WIDTH-&911G' _ HORROMAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE ITEM 0,IS REQUIRED AT DLO HEIGHT-DOOR HEIGHT-11-1/16' ANCHOR PLATE AT Haas CENTERLINE-AND 9'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIG14T-2.1/Y EVERYANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION ���� 6)SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT 0- I PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTES. SILL RISER EXACT DIMENSIONS. PRODUCT REVISED mUyrTm� rth IS Fta44a THIS SHEET VARIES WITH eimm°a9 Codd REQUIRED NOA-Na. 17-0420.08 E)(1E_a�OR• I POSITIVE Eaplra6oa Dare 04114!2021 UESIGN UR .300- 1--- e IS a PRESSURE, wiwl 'pro4aolr ,ia,i SEE SHEETS •�0 s-"1t Exlmlax _ _ --''[[ I2.947 21 m { 11+—.390 1.703 2.3 4.041 114'MAX. (ry` az- W4ALSOAP L4&1GR'MAX. it I e 04345A150MPLY .rU �_ 2.8817 NEEDED,SEE ra ,080 •080 .080ANCHORNOTE 2-112-=TOTAL ,080 5,SHEET 1 s O � 114'MAX-1 �7 Q. SILLHEIGHT r l SILL RISERSILL RISER SILL RISER SILL RISER �"�y LYN��`' 1 C �(2-liZTOTAL V-U2"TOTAL d4(41/18'TOTAL O(4-5W TOTAL �0�......,!YgT��'�i SILL.HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) VOEf+sF EDGE- EMBED- EMBEDMENT'L DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 Nn 58705 .J TYP.'ANCHORTYPE;T' TYP.ANCHOR TYPE, d INSTALLATION.VERTICAL X-SECT. "a JROSOWSKI 5: EDGE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENTAND Rff. �O,c�'•. arATEOF CXi� DIST EDGEUISTANCE FRAMING,SEE ANCHOR EDGE INSTANCE cw•rrourtean wToaasrwrs.rz+n d NO CHANGES,THIS SHEET. Ml 04(05/17 �Oy.'`:`;�omnv,•..G\�.` CONCRETFJ PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, iaLaaHrsnEae �'iSAONAL�N� PER ANCH DETAIL FI SEETABLEA. DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR �$ rlr Irl irl�� REOUIRF.M SHEET 1 8 NOTE 3, SHEET 1 8 NOTE 3, N.VENICE,FL 34275 "to hvmNRY THIS SHEET iKrowl w THIS SHEET (041)480.1600 SGO5570 NTS 40F21 19MD-5570.0 A A.LYNN0161.E1Y,PF. cEgT,6MRit IFJ.98 PE.6f476a 2 2R Q Q OowOm- T' 'B (4)T19Ul0 O D 29 '19 a* 18.6'O.C. INi62gR /� O OSEESHEET19 `l DETAIL M2 Lu c Iv 4 TMUII�EEPER F{NAX MUM OUi51DE CORNER 99 jSO.C,SEESIa:ET,9 1.11 ._ r 4•' �n v �• a � ea uv(t9s o.a 135' DETAIL GI DETAIL H1 '-XI OC.8�— NSmE00RNER N9YIECCANCR w �-o- EX' WAM-R, 41 - A _ O G7 — II SEE SM)MUI�ER ag PIER ¢� 1 ET 19� � 1B '� PRODUCT REVISED fMR ola N�Florida Bd1Aag Codd • Nol4No. 77-Ob20.06 135 4 Mq4-ti-CRle04n412021 i oRTn _ e�mwa Proaue—�� NOTES _ 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. _ 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 0 rx m -= QUANTITIES,SEE TABLES I&2. 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR uw(taso� DEPENDING ON CONFIGURATION. `� UCENs6 .l.P +o $VINYL SLIDING GLASS DOOR NDA(LM) 10105115 = No.39705 (UTRRUI,EEPER®LUX PU7 -- ---` =b 1 �t aso.c,sEEsro-�n9 CORNER ASTRAGAL MECT. JROSOWSKI 7p: 'lI J;z DETAIL G2 _ _ so sfrlE `40- ,>s oUrsoEcoRneT mwwta,ro»R PcrRw,arRe:s,Ric 8'NO CHANGES THIS SHEET. 141104W17 '�s''•'2oRIOP,:'�_�� 1070 TECHNo oc OR € �� �!S�ONAL......• N.VENICE,FL 34275 p w.Ena+suuat PE (941}480'1600 � 5 OF 21 c MD-5570.0 6 SGD-5570NTS4 A ' vn.oP�un,.rsm DETAIL 11 STRRUUCCTURAL DETAfL f2 OPTTURAL ,.:, irza Nrswurt +rraNrsowcr - ANCHORS FOR '"t:'-� �r EDGE CONCRETEICMU INTERIOR POCKET g+¢RtrxL �' TYP.ANCHOR TYPE,EMBEDMENT PER ANCHOR 31- DISTANCE--•, JAMB . '1 as ze 2r AND EDGE DISTANCE PER REQUIREMENT CIO+,,o� SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST mustiiEErLr o 5HEET1&NOTE 3,BELOW _ FmU>zE+wtt:an.OMATrrocac�-cs INCLUDEANON-STRUCTURAL, is itf �y FOR b00R HE1GHT598"AND LESS: FRAME JAMS TO REDUCE THE L,!1 t :r.,. POSSIBILITY OF WATER i+ \ .`4 •• INFILTRATION. _ 1t4`MAX, . 'b ', r ANCHOR al r.'., w EMBEDMENT '' �' - ;`,•ti' +�, _ POCKET BY OTHERS,SEE �T. NOTE 6 BELOW. EhiB6G1�" •: 1 ME{1•T- OPT 114"MAX FOR DOOR HEIGHTS OVER p6" ``•',..;, ?„:.. T`.� ANCHOR m �_lMl2i.S' MAX O.C' TYP.ANCHOR TYPE.EMBEDMENT F.-rt CONCRET6'CMU SEE FIG I, T0GSHM ss — as AND EDGE DISTANCE PER EDGE ••--PERANCHOR SUBSTRATE.SEE TABLE X SHEET I DISTANCE REQUIREMENT C s NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET • �r TYP-ANCHOR TYPE,EMBEDMENT METAL TYR,SEE ANCHOR.NOTE AND EDGE DISTANCE PER , 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELOW_.., THE METAL SUBSTRATE EDGE 2X WOOD IIUCKSTRIP OR. PRODUCT REVISED EDGE DISTANCE-`I FRAM NO,SEE ANCHOR +�imF w3M uecloala NOTE 3,SKEET 1 NGa-No. 17.0420A6 DISTANCE OPT.ANCHOR DETAIL I3 _ --- ,� '^•-�,' OPT.ANCHOR e�o-a8cn o,reOM14YlORi Mra beta — EMBEDMENT • 11 art EMBEDMENT 114'MAX.J DETAIL 14 r MAX. +rrowoo0 !i%LgBLPAi - v 10 --• 7W Simi,a1 SEE RG 4,&, 7a A aT i EXTERIOR POCKET ��pN G ��1 ; LYNAr EXTERIOR POCKET N..55705 NOTES, VINYL SLIDING©CRSS DOOR NCA{LM) 10/06115 *i ;lk 1)DETAILS APPLY TO 2;3 AND 4 TRACK CONFIGURATIONS. __4�._..,,�.. 2 REFER TO ANCHOR NOTES,SHEET I. P-HOOK EXAMPLES,HORIL XSECt 8 JROSOWSKI •p:• ;' 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES i&2.4)SEE ® -- .4•, srA tmrtxurtowp FaranusrwRs,wG NO CHANGES THIS SHEET. H04105117 '.i $"Yomoa•,•'G�?``” 6)INTERIOR TABLES 1EXTERIOR REINFORCEMENT APPLICABLE ALL INSTALLATION METHODS. 1070 TEC}INO qL OY DR �§ M 6)POCKET WALL OR CAVITY 15 NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. {941}480.1060 Eni.OG ru GDS570 NTS 111 BOF 21 If MO-6570.019 A A,tYrNAVLUJi,PE P.Ed 6810.5 TABLE 1: Design Pressure(DP)and Anchor Quantltles Required, (Wall approved Configurations on Sheet 2) Use bds IaUIe br. Door Unit Height ANCHORAGE TYPE PER SU&STRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A Glass Types 1,1A•3 ar3A 80' 840 96' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astagel Relnllmement 028 68-1916°DLO Height 72-1511V DIA I4.15M 8415116'DLO HeightTHE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Looksble Relnfaraemenl 025 or1R6 AmWGroup AmhorGmup w-har Grasp MAXIMlftt1 POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE . Sid.Inledaak Refnlamemerd b27 A B C O A 0 C D A B C D CONSIDERED,SEE TABLE 131,THIS SHEET. IDIO Pmsraa +60/-WI +BO/-60 psr +60/•dopsr #OF ANCHORS THROUGH THE HEAD B SILL-(EX.FOR C3+1,3ANCHORS eadISO C3+1 C3+1 C3+1 03+1 C3+1 C3+1 CJ+1 C3+1 C3*t U9+1 C3+1 03+1 CLUSTERED AT PANEL.MEETING POINT AND I ANCHOR REQUIRED AT 24' Jamb 5 6 5 5 5 5 'S 6 6 b MIDSPAN OF PANEL). -hook 7 7 7 7 7 7 7 7 8 8 8 g TOTAL#OF ANCHORS THROUGH THE JAMB. n Pasar�a60/-Nps1 +60/-60pr +60/-60psr THE#OF ANCHORS REQUIRED THROUGH THEA-HOOK, asd/SIN 1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS,. 30' ,bmb 5 5 5 5 5 5 6s, Tmok 7 7 7 7 7 7 7 7 8 8 8 8 n Passrla +60/-00,37 +60/•60ps1 +60/-6opsf eaNSW C3+1 C3+1 G3+1103+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 3C DLO Jamb 5 5 6 5 5 5 . 5 5 5 5 5 8 WWtb P4nok 7 7 7 1 7 A� Dwvgn Fr—= +60/•60psr +60/-WPO +80/-60Ps/ 37-Itr HaadfSN C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C341 C3+1 C3+1 , 42 DLO TABLE B1: Width •lamb 5 6 5 5 5 5 5 5 5 5 5 b Watar4Jmltad P4=.k 7 7 7 7 7 7 7 7 6 8 8 S (+)Design Pressure FIG 1: OH LENGTH 070Prosswe +BO/•80ps1 +60/EOiu/. +60/•60par SOI Nom.S81 Max.(+)DP 43.18' HeadI861 C3+2 C3t1 C1+1 C3+1 23+2 C3+1 C3+1 C3+t C5+2 C3+1 C3+1 C3+1 Poser HdgM AOoued DOORASSEMBLIFS 4r DLO Jamb 5 5 5 5 5 6 6 5 6 5 8 5 I INSTALLED WHERE THE Width Ncne 1-1lli6' See Note O PRODUCT REVISED P-hook 7 7 7 7 7 7 7 7 8 8 8 8 w OVERHANG(OH)LENGTH 19 mplYNa wah lM Florida q2 2-112 +1,6.7 psi = EQUAL TO OR GREATER THAN au+mae coao 43 3-112 +60.6 pst p THE OVERHANG HEIGHT IS Row-rrw -17-0420.06 USED IN EXAMPLE ON SHEETS 44 4-111V +60.0 psi- EXEMPTED FROM WATER F,rprmuon oate0411412021 • 45 45/6' +80.0 pat -- INFILTRATION RESISTANCE. By 'r —90. uet Centre) 'DLO WIDTH a NOM.PANEL WIDTH-68116' 11p1urrH4p DLO HEIGHT=DOOR HEIGHT-11.1116' IN"WLYNN X11, PANEL HEIGHT=DOOR HEIGHT-2-112' TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 *? No.98705 *c 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 &J ROSOWSKI_- _ AND TABLE OI DETERMINES THE WATER LIMITED(+)OP. �DPS ANCHOR QUANTITY TABLE ��1:• 1$(� 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RX €"-- 'O •, � RISER IS NOT REQUIRED.IF 80,+DP•S SHOWN IN TABLE I MAY BE USED. - oxrromrcox»I'mDoX ms.— NO CHANGES THIS SHEET. 1s 04MS(174 pp`��•.P10R10A; 3)SEE SILL RISER TYPES ON SHEET 4: "uRi6eS�'�'R0 '--- ''�. N 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR `rrr�NAL 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS I I-10 FOR ANCHOR LOCATION B SPACING 0941}480"1600 SG05570 NTS 7 OF 21 MD-5570,0 q aLYar umm-F. M O.4MI+Ex99 PE.I UE TABLE 2: _ — -- Design Pressure(DP)and Anchor Quantities Required, (fDr e8 applwed canlgualiom On Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table mr. Door Unit HOW PRESSURE,USING THE ANCHOR QUANTIFS LISTED BELOW.SEE TABLE A. Glass Types 2 at 4 BO• 84• 96' 108° 12n• FOR COMPLETE ANCHOR LIMITATIONS. Astragal Relnfamement 6L9 88-161141•DLO He%h1 72-15118•DLOtletghl 8416'16'DID Helght 90-16+16•DLO Ha{Dht 108-16116°OLO He1gN /SHEET1 THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE lnckstila Relnb�cement 625 ArclmrGtoup - AnchorGmup ArphorOmup Anctlm OlaO AnclwrGmupMAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT 161USTALSO BE HO lntedock Relnbroemem 676 A 0 C D A B C D A B C D A B C D A 8 C D /CONSIDERED,SEE TABLE 02,THIS SHEET. Design Pmssrm +100/-100 ps1 +1001-f00pst +1001-f0opsf +601-65psf +60/-85pef 60F ANCHORS THROUGHTHEG EADB ANSILLIANC-HORREOR REQUIR3ANCHED RS 19.1/8• ip P`en nH C3+f C3+1 C3+1 C3+1 C3N C3.1 pH c5+1 ca+1 C3+1 C3+1 C3+t C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CS+1 �f CLUSTERED AT PANEL MEETING POINT AND 1ANCHORREQUIRED AT MIDSPAN OF PANEL). 24• DLO �� 5 6 6 5 5 5 5 5 S 5 5 5 8 8 6 B B B B 6 —TOTALS OF ANCHORS THROW11 THE JAMB. Width P-hook 7 7 7 7 7 7 7 7 8 8 e B 9 9 9 9 10 10 10 10 THE 6 OF ANCHORS REQUIRED THROUGH THE P-HOOK D-1011 pi.. O +100/400 psf +1001-100psf +100/-1DOpaf +w.56pst +60/-65psf PERPENDICULAR TO THE GLASS. 25•11W HOadfSW C5+1 C341 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 (5+1 CS+1 05+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C31 2V 30" DLO Jamb 5 5 5 5 5 5 6 5 5 6 7 5 B 8 8 6 a 8 6 e Width P-Itcok 7 7 7 7 T 7 7 7 8 B 8 8 9 9 8 9 10 10 10' 70 Design Plcsstse +100/-Iwpsf +100/40opaf +1001400psf +601-65pat +60/•65psf FIG 1: 31-118' }ieadSgl C5+2 C3+1 C5+1 C3+1 C5+2 C3+t C5+1 C3+1 05+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 113+1 OH LENGTH � DLO Jamb 5 6 8 6 5 6 8 5 -5 6 7 5 B B B B 6 6 8 fi Width P-hook 7 T 7 T 7 7 7 7 8 8 9 8 9 1 9 1 9 9 10 10 1 10 1 10 DOOR ASSEMBLIES Design Pfeas" +1001.10opaf +100/-1GOps1 +1001-100ps1 +601.65pst +6D/-65psr �I INSTALLED WHERE THE 57-116• w OVERHANG O LENGTH I6 "evasB1 C5+2 C3+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 05+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C6H C5+1 C5+1 Ca+1 = N) 42• OLD EQUAL TO OR GREATER THAN O• ,tamp 6 5 7 b 6 5 7 5 6 5 8 ti 6 8 8 0 6 8 7 8'- x Width Pnook 7 7 7 7 7 7 7 7 a B B B 9 e 0 9 10 10 10 f0 O THE OVERHANG HEIGHT IS E 11 EXEMPTED FROM WATER .Design Pms" +100/-Itow +10014COpsf +92/A2psf• +601.65 Pat +60/-65paf J INFILTRATION RESISTANCE 43.1/8• He dsin C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 05+2 C3+2 C5+2 C5+2 C5+2 C6+2 C6+2 C3+1C5+2 C3+1 C6r2 C5+1 C5+2 C3+1 441• OLD Jamb 5 6 7 5 b 6 B 5 5 6 a 6 6 8 7 6 8 tl 8 6 W� P-Frook ) 7 7 7 7 7 B B B B 9 9 9 9 B 9 10 10 10 f0 TABLE B2: PRODUCT REVISED OmplYlOg with tlm FlOdda Design Pm sra +BD/-80psf +60/-Bops! +80/•BDpsf +60/e6psf +5e.1/587psf WamnLimited eOncamO Caatle 48.118' HeadlgN C5+2 C3+2 CS+2 C3+2 C5+210+2105+2103-1 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 Cf�+2 CS+2 C5+2 C5+2 C5+2 (+)Design Pmmm NOI+-NO. 77-0420.08 54• DLOJamb 5 6 0 5 ti fi 7 6 5 5 8 5 6 6 B B 8 6 B 6 SIB mmSBI Ma.(+)DIP lsplraH..b.1.04f1412021 WHA P-hook 7 7 7 7 T 7 7 7 B B 8 B 9 9 9 9 ,10 10 1 10 f0 Wee7 Haight Allowed Oos7gn PnselrC +eD/-80 psf +80/•80 psf +90/-80psf +59.1/-64psf +48.6/.AA7pst None 1-17110• Seefmte2 Pr'°uci c° �' Head751g C5+3 03+2 CL*3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+a C5+2 Cb+3 C3+2 C5+2 C5+2 C5+2 C5+2 CS+2 CSt2 C5+2 C5+2 42 2.17 +38.7 pal 80' DLO Wh Jamb 5 6 B 5 5 5 7 6 5 5 8 5 8 B B 6 a B 6 6 43 3-U2° +60.0 psf W P40A 7 1 7 1 7 1 7 1 7 1 7 1 7 1 7 8 8 8 8 0 9 9 0 10 10 10 10 44 4111E 7REU ++/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-SW +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-"116* DLO HEIGHT=DOOR HEIGHT-11-1116' , ONV LYNN'ft"/iIce PANEL HEIGHT=DOORHEIGHT-2-111 `•t�;U0EN9P-••.Y�:` TABLE NOTES: _ '* NO.68705 2 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 //•• *= 1)IF WATER INFILTRATION RESISTANCE IS REOUIRFJ),THE LESSER VALUES OF EIIHEIi TABLE 2 NDPBANCHOR QUANTITY TABLEo JROSOWSKI ADTABLE02DETERMINESTHEWATERLIMITED(+)DP. C?7�=. arA e '•tf1�: 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. covraca rnrts s,ac. NO CHANGES THIS SHEET. 105/17 '��s•; �C4� 3)S EE SILL RISER TYPES ON SHEET4. 1070 TECHNOLOGY OR 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. NFIL 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,-134276 (e4t}4eo sao tiIYt9.u�PE 6)SEE SHEETS II-16 FOR ANCHOR LOCATION 83PACING � tmr a,sun trrxv SG0-5570 NTS� 80F 21 $ MD-5570.0 $A v.ee ssos EXAMPLE: -- 3-PANEL,3 TRACI'STRAIGHT CONFIGURATION-PM FRAME JAMB REQUIRED HEAD SPLICE INTPRIOR CENT[RLdIE CENTERLINE SEE FIGURE Ea FORAOOOIONIL a INIFSoRPomTS If� OF INTERLOCK OF INTERLOCA M1NCHORBffOANATON. INTERIOR MOUNT POCKET,48'X 84•NOM.PANELS, D• CENTERLINE I CFh7ERuNE CENiFA.INE LAMINATED,IG GLAZJNG,ANCHOR GROUP A IN WOOD SUBSTRATE, — MAY OFPANEL iOFPAVFJ.2 OFPANELo PROJECT DESIGN PRESSURE REQUIRED:+40.7!58.0 PSF _ PDCKETBY OTHERS,SCC ___ NOTE O, _ SHEET6 � -.-1- •.r 25.118•NAK. S• I �_J__ry`� nxcHORACE, vrANOrroRnDE, •.raicNORAGE._ 0ax, 1-+— � sHEEr 12 m K 9HEETt2•CB^Ct1bTER TJ'CIVSTER BHE£TTE EXTERIOR IN TND R) — _.- v Y SEE POCIQiTJAMS sPuceNOTE: tNsrnLLATwxON HEAD ANCHORAGE-DETAILS EXTERIOR OPT.O An N0N-SiRJCIURAL ANCHORS MAY SHEETS PXXX(3-TRACK, TO NDIN_ BE AODEO THF DAR GILLIF TO ALIGNMENT ALIGN17ff_HFADOA AP WA SPLICE OCCUAS N1nIIN APOCXEf. SILLSPUCE ItdfFR10R CENTERLINE CENTENLINE _ANCHMIINFOSEE FIGURE O 70N. 01TI0HAL OF 4VTfPo.001( O�LNTERLOCK ANCHtliINFOfLMA710N. .....-�� K. GENTERLNE CENTERLINE _CEMFRLlNE OFPANEL i OFPANEL2 OFPANU3 POCKETOY FJCIFRIOR INTERIOR OTHERS; NOTE 8 SHE TO f - — _ -� •.S ANCHORAGE—J 25,3•MAX. _� 6• _ ANCHOPAOE, 3NEET 11 --V RHO MAX T31QT11•CB•CLUSTER,_ •CS•CLUSTER,. BHEETII EXTERIOR \ 21.6' FAME JANE SEE POCIRTJA�TI SHEET 11 (NM ANCHOR171 12•I'A"' LU11(. REQUIRED® .1-1LIATiONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCANTHROUGH TABLES 182 —PXXX-(3-TRP'CK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF �yII gg w17- 4 G.06 BW(GInO Codd +48.21-58.6 AT A NOM.PANEL SIZE OF 49'X W.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17A420.06 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN -- LUSTm_j — SIXWraU-DXta04/1412021 lka ORTAE 2r TO NEXT OR PRESSURE REQUIREMENTS. Imo. To BE 26NE•O.O.IX2 LEGE BY FOR WOOD INSTALLATION USING ANY FIeB1Y86 q•2 Blum t aero ANCHOR IN GROUP A(SEE TABLE A).TABLE 1 SHOWS ANCHOR REQUIREMENTS OF; I P4=k 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: Ogyrr=w rOFENupAxEt B•TLAx.-. HEAD-(CLUSTERANCHORS):SHEET 12 FOR THE'C3•CLUSTERANCHORS A7 6•NAX. THE INTERLOCKIASTRAGAL FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE HEAD(INFRMEOIATEANCHORSL SHEET 12 FOR THE-.2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IFTHE AUC�W07 � MIDSPAN OF EACH PANEL O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTERANCHORSkSHEET IIFORTHE*CT CLUSTER ANCIIORSAT 25,319,OTHERWISE ANCHORS ARE NOT REQUIRED ASP`gjLYNiVIrI' ANCHORAGE ANCHORAGE THE INTERIO=A5TRAQAL. PER THE FIGURE ABOVE; ��O�ICENSF M��'' SILL(INTERMEDIATE ANCHORS SHEET II FOR T14E1-2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. ; JAMB:5 ANCHORS,SHEEP 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 8 10105115 _* Na'9870.5. A'= FOR PRODUCT REFERENCES ALSO SEE7 P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET2F4R ALLOWABLE CONFIGURATIONS AND EXACT LA70UT. CL\y7 8 STRAIGHT DOOR EXAMPLE 8 JROSOWSYJ LOCATIONS OF CROSS-SECTION DRAWINGS. — O••• n a)SHEET IO FOR SPECIFIC CLA73NO TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN eoPrXiaRomTl wTamusm awn NO CHANGES THIS SHEET. _— �04/05/17 �� 5••.RORID?.�'G6'�` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. Be FOUND ON: NL1 ONAS� - SIT SyONAL D)SHEETS 4818 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD B SILL:SHEET 4 1N.TECHNOLOGY DR � IIiII1I111111 N.VENICE,)48-134275 E)SHEEI'19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB•SHIEET3 941 80.1(100 A.LYNN N6IER,PE F)SHEET2I FORA BILL OF MATERIALS. p.i{001C_SHEEf6 (.T�wrN. SGD-5570 NTS 90F 21 MD-5570.08 A P.F15ST(K 1-1118'NGAL 1�-- ' 311Sig GdA95 N Owm 9110 SGL.ASS� 311C1N3LA88—� 9178'/MS GLASS 3116' NQNNGLASS— . i6 ie m el ,0 9T M__ J —.09 C S—G 7116'mAIR SPACE S%CN9 GLASS 3NCTGLAno,PW SNC mGLASS— LASS PANTEDf PAPAINTFD1 n PAINTED/ LAMINATED LAMINATED LAMINATED 910H9GLASS AIKATE D SURFACE SURFACE SURFACE RFACE a EM-13AK 1_ a mum-1 ___ EX EPoO , a FRGDUCTIS'MA10R. ) \� PRODUCT IS'FJOFAIOA• 1 1 PROOUC719 RIOERIOR- a II I 71' PGLAZED -IF182-VIS —7HfO M GVZLlIF68Oet9 1LA7ECff085115 ZS"' I WD , 4 "MAROS THE E TEROGLASS TOWARDS THE EXTERIOR GLASS TOWARDS THE EXTERR STEE0E SITE ESTE SITE SITE a I'N ` IV wam. Ia PRODUCTISINTERIOR- PRODUCT ISTNIENOR- RODOC7ls'1HNTE4RPRODUCT 19 WIERIOR- I OLAZED"IF680811fi Te GLAMYW NO-81 IS I - t0 GLAZED"IP 086816 1 TO GLAZEWIFSU2018 I m TOWARD8THEINTFRIOR i TOWARDS THE INTERIOR I TOWARDS THE INTERIOR.I TOWA)iDST1EINTFAIOR. 3 - e! SEENO7E; / SEENOTEZ as 6EENOTEZ BEE NO7E2 TIa991�ET R1681ffET IMSNFET GLASS TYPE'1 GLASS TYPE 1A GLASS TYPE 2 iH6lD1EET GLASS TYPE 3 _ ANN"=ANNEALED 'H5=HEAT STRENGTHENED T TEMPERED SILICONE 6TRUCMiPL HOT-MELT BUTYL — 1.1NS NOM. '1.111CNOM 'PVB'=.OWTROSIFOLOPVB INTERLAYER 3na•NSchis 3Ns'L •�— BYKURARAYAMERICA,INC. STRUCTURAL 114'NOM. S FOAM 311W NOW. .090'Lys .099.. "ST=.CBO'SENTRYGLASNO INTERLAYER POLYLSOBUIYLENE WITH /2"m SNC,IS GULSS BY KURARAY AMERICA,INC. WTM DESICCANT DESICCANT SNS Ito G1AS9 EXT GLASS EXT GUS4 7NCAIRSPACE-- 7/iVAIRSFACE T7 PRODUCT REVISED 3116-IGLASS 311G.I%ASS a eemWvllw wlN N*MrlORD/TED O 53 LLAMINATFD NDA-No. 17-0420.06 lJ SURFACE SURFACE r.P[meon Ds 0411412021 INT.GLASS INT.Cams a] ' I a Ex�1oA By n — PNODUOTIS-EXTERIOR. I PROg1Cf6.ORFAKNL- I / TNIA TA KODISPACE 78 SUPER GLAD:LYP007-0319 1 7AT'NGM OLAieIY IFtl83H13I9 J TB'NOrd j TowAROs TI IE EXTERIOR.I I GLASS TOWANDS 7HE EXTER10R1 4SG TPS @ SPACER®NXT'" I I SITE I ) BE EB a ' a 1N EWOA ' I ALUMR= PRODUCTISINIERIOR- I I PRODUCT67NTERICA. I REINFORCEMENT POLYISO, DESICCANT FILLAREA OAM SNCNOM. GlA7E082I en 70 GLAZED[F082831$ BUTYLENE —6116-NOM. 10WAPTHEI6R TOWARDS THEINTEMOR SENS7 DBUM& IED 91LICONESEAL H� TRSStEEI1 - ?�O11TY31C11ElNl8lFl/'rESICCANT STAINLESS STEN GLASS TYPE GLASS TYPE 4 LYN F EXT.GLASS NOTES: NNo' y EXT.GLASS 7)BAGKBEDDMG SURFACES SHALL ' 1iJ •T�)`'�p NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM). JAI 10105115 _*: N250708 i INT,GLASS MT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS ��JROSOWSKI �.p' tt INTERIOR OR EXTERIOR GLAZED, D ��'•• I�G��, DURASEAL® XL EDGED" PROVIDED THAT THE'HS°Sl1RFACE WPyn aRD P ES,Ixc �NO CHANGES THIS SHEET.` �04/05777 OFA LAMINATED GLAZING UNIT IS : '•'ROR Op •\`` OSPACER 1e SPACER 7O70TECHNOLOGY DR '''SSTONAI E�G�`` ADHERED TO THE GLAZING LEG. N.VENICE,FL 94275 Tllrt 11111111` I (94'I}dB0-7800 SGL73570 J NTS 1 10 OF 21 4 MOS570.0 91 A ALvPAA lEfT,PE TEAT OF AUDI/flTb F.A68765 I 1 rSILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT:. —ASTRAGALOR ASIMOALOR PANEL-- PAMEL INTERLOCK- INTERIOUC PANEL CENTERLINE C_1 PATE CQI/ER"E 4�� CENTERLINE 4• CENTERLI E 4• 4- EXTERIOR •IXT �EXTERIOR I EXTERIOR - - EXTERIOR 2ANCHORLOCATIONSANCHOR LOCATIONSv1-ANCHORLOCATK)N v1'AICNCHOR LOCAli0N5 •,wai oRLOG TIONS ASTPAGALOR ASTMGAIOH PATEN PANEL PANEL ERLIIE 4" CFNTCRU E- - 4" CENTERLINE- CENTHBNE 4" CENt4' rxTrmon -�� -3.27 ECTERwR 3.27." �+- eurlF�tuoRD(TERJOR MRACKCWSTEI• 7 e-TMC(CLUSMR-CS- 9TRACK 0.7RACKRMFNEOATE >'mAIX MERREWATE ANCHORLOPATIONS ANCHOR LO TKIRH vt•ANUgRLOCATION 'RZAn[aIoR LOCAlKOO v3'ANn10R LOCAnOHO ASTRAGAL OR ASTRAGALOR PANEL PANEL PANEL WTE2LOCK WW.RLOCH CEMEPLME CENTERLINE CENTERINE 4" CENTERLINE 4" CENTERLINE 4• . IFU EXTER0 +-3.22 P`aFA oFt 3.22• EXTEu0 EXTERIOR I F)Crr Oil 3.22' �/ 4TMCKGLOCiGii v 4TRACK CLUSTER 1-TRACK � 4-TRACK WENEDIATE " 4-TRACKIMQb3EUATE "CTANCHORLOGITIONS 'CS'ANRIORLOCAT)ONS v1•ANCHORLOCATXAI IrANCHORLOCATUM v0'ANCHOR LOCATIONS NOTES: AAnA svraiAwrol EouomxRs¢ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUMALLOWED. NOTES: IMFlR1®IATEAHMWNACAININa 1)ALL DIMENSIONS SHOWN ARE BASED'ON MINIMUM ALLOWED. 2)TRACK-TO7%A K SH, 5' DISTANCE IS 2.376' 2)TRACK TO•TRACK FOR ALL SILLS: DISTANCE IS 2376' 2.375" FORALLSILLS: n6amse f *ROD Cod Rr.M 1h,FI laO ONy LYNryTA''., Jamb 5 uIld NDA-No 17.0420.06 � •:•vmfto' 21/ R<w:r�mTNHTo nElouOmlcsu 7 6pl-u-De 04114Y2021 n�siEAANCHOAROf TAk6 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10JD5116 ar - *_ 6sn1nT- nPRo net eolRTe �-0 I f ANCHOR LOCATIONS A�J RO.SOWSIQ ��0 SiAiE o tD� coPrRUNroaW1 PRm�usrwEs.ec. NO CHANGES THIS SHEET: @ 04105/17 '• 8••........ _`C, .L- HesN88 1 1070TECHNOLOGYDR Jamh N.VENICE,FL 34275 P i (041}460.1800 SGD-6670 NTS 11 OF21 g$ MD•5570.0 gt A A.LYNN AIO.RERPE LE .Of MOWG4 P.EA 66%05 '� 5 t4' ., ', 4� � -t. HEAD CLUSTER ANCHORS LAYOUT. HEAD a+•INTERMEDIATE ANCHORS LAYOUT. -- ASTRAOALOR ASTPACIAL OR INfERt.00K 4` 11� 4� PA WEL 4- MEL GENTEfILNE 0 ENFrERLM CENTERUNE ceinmum 17� EXIMOR F�w.' \n/ 2-TFAmcmTF-qlcsl 'n. 2TRA(XINTEPAAMATF. 2-TRACKIIMMEMTE ANCHMLOCAIMNS ANEIPORL=11" It-ANCHORLOCATM WANCN0RL=Tf0NS WA%0MLOCAUL49 A.qTRAfMOR A67PAGAL OR PANEL PANEL PANEL CENrFrdjNc WXME ONTO&M-1 �4- =7 \�'I — 71 E ex�.NIOR --4 EXMK)R MOR O-TRACKWMERI-r SMRACKCLLWM� bTRACKWEWMX �TWKNMWMAM ANMOA I.OrATOZ AkUtWL0EAl)M ll'ANCWRL�T" lWANCSML0C.ATXM ASTRAGALOP. ASTN"OR PANS. PANEL PANEL RHERL=—: JINTERLow— CENTRRU� 4* CENTEPAWE fENTEtC1fCcallrempe MaPROR LTRACK "MCKWERUMATE LTPACKM3WEIXATE-. 4.TPAEKlNMWMXATE' ausTER �ANQN)R=AIWN ANCHORLOrATIOM AKEUCRLOCUMS �"�ANIIDRLOCATIONS TSIANMORLOCAIIIONS MOTES: F*iEs(Ym w 1)ALL DIMENSIONS SHOWN ARE WED ON MINIMUM ALLOWED, NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRRACK 376. DISTANCE IS 2. 2)TRACK-10 FORALLIHEAll DISTANCE 2.376* FORALLHEADS: PRODUCT REVISED U womnn Coda 0420.08N.. 1412021 55705 VINYL SLIDING GLASS DOOR NQA(LM} i4105/15 al ?at ANCHOR LOCATIONS 8 J ROBOWSYJ NO CHANGES THIS SHEET. 04106(l 1070 TECHNOLOGY DR F-I-k 7 N.VENICE,FL=75 (941)-4 A.LYMWIVItP� 1 cERr ..mm &....-J$NTS 111 12 OF 211 RAI MD�5570M 149 A is .i �! Awm©m©ae+uwronara�rnvnu�i++cxanncnmrs P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW)_ . II —2375' 4.76' 7.125" 0 L__ MAX 21.6• 21.6' 21.6' HexllSill C3+1 MAX MAX. MAX. JemO 5 O.G. ISR O.C. E OPT.ANCHOR TO AID IN NOTES: ALIGNMENT 7)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND d-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6' A 6• (SIMILAR TO THE 2-TRACK JAMB)AS MAX � MAX. MAX• _ REQUIRED TO MEET MIN.EDGE DISTANCE I &TRACK FRAME I &TRACK FRAM£ I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMBANCHORS NUMBER OF ANCHORS,THE OR MAY ' BE TOWARD THE INTERIOR OR EXTERIOR. 12' MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEB•NOTCHES PER END@1•X.500' �PERENO®1'X.500• PER END r@1-X.600' t! !(3)TRAGK L - SILL \ 4�� SILL EXTERIOR ( EXTERIOR E C7EWOR WEEP HOLES5'MAX. E '@1.126•X.1M (6)TRACK WEEP HOLES (10)TRACK WEEPHOLES Jam' OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY24'@ 1.125'X.100'; — EVERY 24"@ 1.125'%.190;J - TOAID I 7A'(3 1.975•X.500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 2r @ 1.378'X.600' 24'®1.375•X.500 NOTES: )SEE TABLES 1&2 FOR EXACT QUANTITY SILL•WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. 9uiid%wp�•oa�Ydm the Plodder rruvuc _. Noan17-0420.08 xmwar9a5nwaw SElfojon Cato0D21N�o1G.5E6N7S0F6'•.�'(:�P'�I 1 VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 ANCHOR LOCATIONS C 8 JROSOWSKI Oma•, srTE tp� cw•rwgnomn vcreminmcc t+a d�NO CHANGES THIS SHEET. D4105h7 HBed311 CN7ALTH PE 1070 TECHNOLOGY DR •roio5 6 N.VENICE,FL 34276 p' 7 (041)480.1600ALYNNh1pP. r.ac�um. ffGD5570,� M'S � 130E 21 £ MD5570.0 1 A p,E2 W-6 (t 1 1 d, i' i.` ,i HEAD 90°CORNER CLUSTER ANCHORS LAYOUT_ SILL 90°CORNER CLUSTER ANCHORS LAYOUT: ra:mew o ToRm S 4• 4° 4' 4• j4• q. q" q. e e -MeeN80 f EMERY NER �m6 6 2-TRACK W'COPM�R Tv 2•TRACK BO'CORHFR EX1EAlOR brook 7 -CCANCHORLOCATIONS L 'CO'AtIGiOft LOGTIWB 1-TRACK SO-CORNER E)LT AMR 2-IHACKSO'CORNEN RIOT -- ME W-IERE 47'IS SPECIFIED) Mr.WHERE CS'IS SPEC6'®J 'CA'ANCHORLOGTD115 ��L 'C6•ANCHOR NS IUSEW111RE'C•ISSPECIRED) V luSE MIENS TCS IS SPECF=)I ' m PRODUCT REVISED mFlVISED L4. 4 4" 4• =I�t " e orida ° 17.0420.00 ° Rrp)mma Pat-041'1412021 ° M1vam ra uet EXTERIOR 3•�° EXTERIOR 3= 3.22 9-TRAp(W'CORNM —�Y�S— 3-TRACKW'COFWDI fL }TRACK.'cOW�YTi EXIERI�R 511140( cxxll FR R[OR 'CP ANCHORLOGTIOI6 V 'O6'ANCROR LOGTIG6 t/ •p'ANCHORLOGTWNS SS'ANCHOR LOGT4`8 (WEWHERE'CSR6KaRSD) .(WEWllCdtE'LS'495PECIf&0) (USE W1lRE LR IS 6I+EGIf1E0) (USEW�'C3.15SPe*Fmo)If VVV *: No.58705 •:� q• -0. 4• IV X700:. TSE f r�� o (•. 3.22' 4" �..= ''iS�ONAL EN P� 4TRACK W'CPNER EXTERIOR aTAACKW'COR)CR .".^_'awry aTRACKW CORNCR TEX Etji�[� ffi-P'RgR rTIrIIIl lllTt�• •C6'ANCHOR LOGTIW6 'C8'ANCHCRLOGTKWS TA.ANCHORL,ATKM WE WHERE S3'IS FAECIfIEU) (USE 6*IERE'CS'ISSPECIRISYI (USEWHERE-rr ISRPEC67EO) (USEWHERE'CS'ISSPECIRED) A.IYNN IOLIIR PB PF2 6Q D3 NOTES: 1KAAIE R-AWiOTKPULCW'NGp' 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _NENANCMTRUXATDIS: -�'` --� VINYL SLIDING GLASS DOOR NOA(LM) 10fO6t16 �• 2)DETAILS R CLIT A E(SHOWN)AND AND SPACING,AND WOULD BE IL1 :��J—'}'"Ij ANCHOR LOCATIONS D J ROSOWSKI • SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Nasd/sm t • Jtonb 6 3)TRACK-T0.TRACKcaP'mlm+LLgaO�Rr�t�plEswG NO CHANGES THIS SHEET. D4I05117. P•n T DISTANCE IS 2.375" 2.376 2-376 1070 TECHNOLOGY OR nb� FOR ALL HEADS AND SILLS: N.VENICE.FL 34275 —-- (041).480-1600 SGD3670 NTS 140F21 Ril MD-5570.0 A cvnorAunl vrA HEAD 138°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: nKuonurairow: ---------- A& ___.,._3Y 4• t d r OR {{{CGCG ({���• Hvgtl)uNt 1 s.�tt�E!B5 LL 5y 327 �/�;. W4e* , 4• P-iwk 7 2.TMCK I3S GORIER " 24FACK 135"CORFER " 2•TPACK 11S CORDER V II-TRACK 736"CORNER •C4•ANCMORLOCAO" 'C6•APICIfO'LOGTY3N9 Il13EYYftAE'CS'i3sPECffEOi 1tNE Y4{[RE'CS tS SREClFED} WAHCNORLOCAMMM .0 ANCRORLOCATIOM (USE V4ERE'Cr195PEGFlEI7J (USE WNERE•C5"tssPECIFIEV) 41 Ne, 4' 4• d• d• PRO�DnvUyCyT REVISED 4° �4• Bv1tg Long niW Lha Ftodtla { 4• NOA-No. M 17.0420.06 .4E1[iE ER1tlR I 6wlro lon bvteM4r4Q,21 FL%'EW0 127 EXTERIOR r_ 3�. Tmam roavcT 0•TRACKT3TOJiMO 3TRACK RLOGATIO 3•TRACKJOWOOMER &TRACKT�6•CORER •C4'ANCHORLOCA ClF 'CS"A MC![OCATRNFl (USEWf1ERE M365PECffgip) (OSE WHETa'SYIS SPEpFRL) 'Cv'Am-c is sp m 'E%lERFNRI.00M1TIOR • (USE h1ERC•C3•Ig EPEGFlEih (1lsE WFIERE S9 L9 SPEOIRm) piSY tYht�y''+ re _ i1 �c1.. U1EErys�;•. bIRACK]36'CORNDi 4.TCKi3r Wml4Eft _. _3.22" RA ryse n, cx65sPEC4'@Dl 1 EVN E'GS'LI56i'C-OC3�'IEP) 'Ci'.WCNORLOMER GGtA.YyMLCCA i (UsemmRE-crISSPEtff") I11SE WMERE'Cr 1S$PEQRED NOTES: P A.LYNNN3IER".Sb8FQ5P. ,E FxueFSPrnmSF>aTMErtu-aFwa*,srosra.R I)ALL DIMENSIONS SHOWN ARE BASED ON MW)MUh)ALLOWED. riFsau+OviRwcATKoc: ]AENOiOR NG GLASS DOOR NOA(LM) $T0/057t52)DETAILS DEPICTANCHOR QUANTITY AND SPACING,ANDWOULD BE •--SIMILARFOR OUTSIDE(SHOWN)AND INSIDE CORNER CONRGURATIONS. CATIONSE ,S JROSOWSKI.kmD 6 - 3 TRACK-TO-TRACKcamuoorCT ES THIS SHEET.P-hwk T DISTANCE IS 2375• 2.375• 2.375° y070 TECHNOLOGY DRFOR ALL HEADS AND SILLS: N.VENICE,FL 34276 (941)-460.7000 NTS 15 OF 2/ $ MO-5570.0 £A m° �,� .. �. � t` � ; L. .. HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL- P= STRAGAL• f°"E'P F"NTp1EF�1O�o 6RCHI 6TL ANOIOR ISXiLTO:[ SPICE_ SPLICE SPLICE 8 LOunON 4' LOC'AnOn 4` LOCATION LOCATION -4. 4,. n� 3.22' O(TjE�RIOR -3.22' EXTERIOR EXIEMOR )famrsm 1 V PdPACKSFUCE V ]TRRCKMCE �I-�} Jamb 5 t I UJA e ANCHORMCAIM E: E ANCIORLOUTNNS 'C CNSHORLOCAt10N5 'CE ANQIOR Launois P41od( 7 NSE VAiEWE•CS'Ei3PEa4m NSE WHFREY•SISSPECnVM N3E WIIfliE'GPISSPECS®) IOSEYlIIFFEY6•L93PECGIHII SPLICE LOCATION 4, L—=—i . OCATCN •4° LOCATION 4' IL 9 PRODUCTREVISED I� 4• p({Ep - 322' EXTERI -3.22' C%TkR�QR +�T--4' Oo116afl Cotlpwiih fae FlorYta 17 v • ' J1 SPLCFrt3TWICE HObNoa a17-0420:06 S-TMCKSRICE AWtMEANCIMLOOATKN9 arAWM0RU)CAn0NS NL-0CATONNSEWHERT=ISSFECIFA) ( nWE-cvIg9PO1D) evhOoOto0419412021 (LI3EWTEE•03'MSEC0EO) N3ENM'W13SPE0WfED) 9y asa t coo SPICE LOUTAH 4.76' LOGTION 4- LOCATmN LOGTCN 4' [%TETIIOR a - ••--3.92' - �_-322' ``p INTI nI,TL E7(TERIOR _4• exrEruoa 3.22• •SONY lY,bh '• 4Tf—LOCAE �I�y ANOI-KSPUCE ..1, �J ANM(ASPNCE V ANCIM SRIPE V LI•HSIET IS SP1018 " HS ANCIW LOCATIQS i� �: L?CENSF'•/Y_': 'CI'ANCHORIOUTD114 Ye'ANCl1Wl3SDON9 (UeE WH61E'Fi'I3 SPECD'ffD) (aSETYHEWE TS•L98PECIF�D) [[••" NSE V,�E•a3'I83PEOIFIED) (OSEVAiBtESC144DEC1'Il*D) =*: N.68705 iii(CS'.,"20WIDA•:•�C� 1DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, ��S��NaI•ENG��`` 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LVNxPEl LEPE: FX,UIF.9 PEITANTOREiaLRTNG6PDGa R. LanoA»waLaysele� FOR SPLICES OCCURRING INSIDE OFAPOCKET.SEE THE EXAMPLE QV SHEET B. Sa78a �•-���� 3)STACE IS 2.37CK 2376' 2. 5• VINYL SLIDING GLASS DSRNOA(LM) a 10WSKI 105115 DISTANCE152d75' FORALLHEADS AND SILLS: a ANCHOR LOCATIONS Fd'J ROSOWSKI coPmaalTevov PorarwsnaFa,wc F NO CHANGES THIS SHEET. AAOMOSJA ")POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND ISTD BE DESIGNED ulraoxlsaE3EavED HeadlSitl 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRa g N.VENICE,FL 34276 g P•Ymcic 7 {941}480-1000 �SGD-5570 NTS 1 16 OF 21 gf MD-5570.0 $ A 39 A6 I PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE DO' INSDEOW ouTSmElw maxiSr C DOUBLE AsrRAcu TYPES �^�� SNE FD O LOMTELE ASTMON. ASTRAGAL ASMON. ASMOAL ASTRAGAL .AMRW& NIau= wrEmocx �'� STYLE W/IANDLE Saxour Soxw nECRVER r(CCEM<i INMUOROR OUT IN — _ RECEIVER RECENER Exi FLGLQED -- M La�raE ODUILE R somm - E F PP K L L TC TA TV TW j WCOTLE ASRL.GAL LIT Dsr;mE B H P A C C SC SA SV SW SD R i0 R FM STU RR R S S FC FD FV FW A NM 0a [ 10=7m ARSE D M J J U AS,RADa< LOC6mE A xour—tff LR T U DS SO � � INfQ8O0 L � � A -N T U c - W AST CT ' CS CF a m. AT AS DF OUT.ur VT VS' VF - PRODUCT REVISED ASTp AI In —lb tbs Rwlda RECOVER BaOdlnp ---- woA-wo. 17-0420.06 ~Iw RER WT WS WF InBon Bate(41 Ownm lbnFrol' LEFT RIGHT PANEL PANEL STILE STILE - PANFLTYPE'PSHOWN. o I tln wlrurr EA EL NOTES: 1)SEE DP/ANCHOR TABLES 1 8 2,SHEETS 7-8 FOR PANEL SIZES 8 DESIGN PRESSURE 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FORANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NDA(LM) 10/05/15 'Yr Na 667LL5 *= NOTAVAILABLE PANEL TYPES S J ROSOWSIO 3)MAXIMUM NOMINAL PANEL WIDTH F'ORALL PANEL CONFIGURATIONS IS 60'. srnrE of o�RrlamrtozmTvmpmusmEa ma NO CHANGES THIS SHEET. �gg04!05117 �[A 4 PANELTYPE MAYBE EITHER.EXTERIOR STANDARD OR INTERIOR GLAZED,BOTH wLNT9 _ q �';FS'•- owtOP:'G�c``� TYPES QUALIFIED BYTHIS APPROVAL,SEE DETAILS SHEET IO. 1070TECIINDLOGYDR N.VENICE,R.34275 _ IIIIIItt (941)4804600SGD-6670 NTS 170F21 R91 MD-5570.0 •$A ALYrNNISLI1 AE 540 F 291 .061 -560 .762 125 Ad,r— -4. '062 or,"SCREW 301 @ INTERLOCK CAP, (i):�� @� -TR-ACKINSEW- EXTENDED POCKET J5.1718 2 TRACK HEAD/JAMB 4 TRACK SILL COVER(PVC) 231 060 2)(160 A00 j 1.000 F.2-52 .DG2 '�l A�I 3f' .@s—o 1--6.250— 8.250 A35 jt�= Rl— , 100 1.983 Ll�m - i' -L .000 3 4 SILLTRACK 4t TK,' J 100 BOTTOM RAIL @ OUTER SILL P4400K ADAPTOR @ P-HOOK @ COVER (�)3 TRACK HEADIJAMB (2)3 TRACK SU SUPPORT COVER 125 I:K.640 [291 229 540 '10W_ - 975- 2.141 000 075 uls j:-:W— .W __4 f 1.466 ". In -i I a. i_ .062 _rTTT EffiT 31.11 3 F�— f NT RE114FORCEMENT FIXED PANEL CUP PLATE CE @F.XlENDSD KEEPER @ RSINFORCEME BAN 04 RE'NFOR MENT ; I-E. -�i KEEPER 11ARCOVER 4 TRACK HEADIVAMS @2'TRACK BILL 2.838 1,025 1.898 .070 B" 4.279 ID 9 2.. ftf 312 INTERIOR JAMS COVER F PRODUCIT RlBVtSED 1.875 11,ll*dd, 3,483 2, 168 '00 A00 L2.833 2388 .025 0 —4 Ijga 120 .182.900 U120 2291 @EXTENDED POCKET @)INTERLOCK 0ASTRAGALADD-ON @PANRSTILE.TOP TOP,BOTTOMBOTTOMREINFOR r INTERLOCK ADAPTER ADAPTER TCP. @__ ASTIIA.AL AND BOTTOM,RAIL AND MILE AND STILE REINFORCEMENT, N'. E.O,.U-0.t.0411412021 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY RJEWORCEMENT 3326 3.345 NOTES: 3.452 1 1,472 I)SEE SIMET4FOR :1125 .060 SILL RISERS. oeo 2,175 040 600 3.2d7 r 2)SEE SHEET 20 '065 FORSCREENPARTS. -: .300 1.170 3)ALLDIMFNSICUS VV CORNER @lW CORNER @13W CORNER @IW CORNER g9W CORNER @ W CORNER 90*CORNER ASTRAM PASSIVE MOUNT ASTRAGAL CAP, ASTRASAL CAP, ASTRAGAI. ASTRAGAL CAP, ASTRAGALCAF, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR 252 012ri 0120 Mo A VINYL SLIDING 43LASS DOOR NOA(LM) JAI lasms 1381 ROSOWSKI .002 5 oi 'IT -z' NO CHANGES THIS SHEET. 7110' wmvj�02417' SQUARE BEAD BeVELEDSEAD @18'ElIlELEDSEAD OGEEBEAD OGEE BEAD N.VENICE,FL 34276 m 1070 TECHNOLOGY DR jrJISGD -qT-jj,NTS III 18OF21 MD-5570.0 A A— -5p,eysems I 1)INSTALL� 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB CLIP INTO ATTACHMENT (4) ANCHOR PANE..�IUSUBSTRATE, HEADER ASSEMBLY E US TYPE AS ED STILE ° USING 4 INSTALL ONE BLOCK AT BLOCK N INSTALLATION, INSTALLATION EACH INTERLOCK. TABLEA,SHEET; ANCHORS,SEE AT ASTRAGAL,INSTALL Il10 X TABLE i ONE BLOCKTHAT i Ji'SMS SPAN6 BOTH PANELS. I �,(3)q8 X rbMS OIts _ . I @FIXED PANEL CLIP \ FIXEDINSTALL ONE CLIP AT THE PANEL. MIDSPAN OF EACH FIXED .(m(2)114` CLIP PANEL-TO-FRAME JAMB LOCATION. I `�X2-114'SMS #8 X11(9SMS \ . � x sMs REINF.BAR `\ •2' SMS „e3X 1-114'SMS ` I KEEPE is (4)MW KEEPER®UVC \ 9b'O.C.,9EE9fECf19 JAMB TO KEEPER TO JAMB -w_- � / �_-� SILLASSEMBLY / ATTACHMENT ----- \\ ,I ✓✓ LOCKINGJAMB -- / PRODUCT REVISED Imrtg 1 a REINFORCEMENT PLATE llvlwm"'1110" Bu ATTACH WITH#8 X I4w .44'ANEL,2 TRACK KEEPER Io N0A-Na 17.0620.06 i X 34-11r MAX O.C. OXXX SHOWN Eapi.u-0M.0411412021 Itltlt` e — L � To —_�___ —(4)#70XD f 2'SMS INTERLOCK INTERIOR 00 CLIP COVER NOTC-S EXTERIOR \\ 1 ! x REINF`PLATE 1 )DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. `SONY LYryN�' 2)SEE SHEETS 11.10 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL �i�I MWoX 3)SEE TABLES 1 d 2 FOR REINFORCEMENT REQUIREMENTS. �`.a4?:-�,ic�ps•'k���• SUPPORT�1 2.112SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#B,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)910 X 1'3M9I :y Na 68705= !! P VINYL SLIDING GLASS ODOR NOA(LM) 10/05%6 THROUGH SUPPORT,O INTO H4NEL PANEL 8 ACCESSORIES INSTALLATION S J ROSOWSKI ,p l• �#Iox ASSEMBLY R7. 6 — -o . s+d tSF w INTERlOCKSILIRETAINER 1-1/2'sMs ALL PANEL CORNERS' uwoisE°F`� i CORRECTED#96 CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR yi �� �:S/ONALE `'� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34276 TI/I"IIITTT I ( 1}d80-1600 �SGD•5570 NTS 10 OF 21 i MD-6670.0 4 A ALYNN61Il1ER,PE K NRN.f a PEI f8/C5 ( BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: —I�TI I a s 1L_l0 Ixa ❑� 1 9 IV t tax IIB 129 /� as 108 �{I9p 1� _ J `-+ it1 tae = 11B lap HORROfNTALSEGTION HOR20NTAL SECTION EXAMPLE EXAMPLE � a2 Iat 10 rL in I a d Ila - ne 1 s s HORIZONTAL SECTION EXAIJPLE leo tt fm -la HORIZONTAL SECTION to ! 1.081 r_. V�� .081 EXAMPLE 1.ne875—.-I �.._ .87s 1.020--� r— —•.e0 050 •03.' yFN D�ISALO 1.893 FRAME xSIERAIL. ASTRAGAL 1.993 RAIL LATCH ADAPTER A82 �7J� .082 PRODUCT REVISED — �� —062 - Wv�g Oia9 BOX SCREEN IBI BOX SCREEN lax BOX SCREEN y+y 1.435 9WIAing-Cod��im tno Fronde TOPRAIL-. OBOTTOM RAIL. OSIDE RAIL - .1j..��r.—.725 NOA-Nati 17-0420.06 In .76 782 .6mlmHon Dnte 04H412021 .090- a 0a In 114 1.020 1.583 fae I .� n z FRAMES 4 a 1, '''..'_'I 1.3730 vim t�ASTRAGALSCREENVINTL 1�SCREEN ILL• 055 1,gq .�. ADAPTER ADDON L y �`' Ir.062 • 4 1`'372 t_:C� 000( BOX BOXsCREEN @SCREEN, tW SCREEN @OXO INTERLOCK SNAP-ON ASTRAGAL VER'(ICALSECTION BUG FLM ADAPTER VERTICAL SECTION �.�`t�IIlY LYj' EXAMPLE � - EXAMPLE. NOTES: � y ,��t,ON.••�N�, 1.306 -+y 1,487 1)ALL DIMENSIONS IN INCHES. 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