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HomeMy WebLinkAboutProduct Approval �IM MIAMI•DADE MIAMI-DA.DE COUNTY g NOV 1 120 PROI UCT CONTROL SECTION 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC tie County,Permitting Miami;Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DNISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE MA) yv`v v.miamiilade.aov/economv PGT Industries,,Inc. 1070 Technology Drive,, North Venice;Fl:34275 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constiuction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration'date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner;'the'manufacturer will incur the expense of'such testing and'the AHJ'may immediately revoke,,modify, or suspend the use ofsuch'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,arid-has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone:. - DESCRIPTION: Series£15470"Vinyl Sliding Glass Door(Reinfoarced)-XI. APPROVAL DOCUMENT: Drawing-No'. SGD-5470,titled"Viunyl`Sliding Glass Door NOA(NI)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10105/15,with Revision A dated 04/05/17;signed and sealed by Anthony L.Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and."expiration date by the Miami-Dade County Product Control Section: MISSILE IMPACT RATING:None: Approved Hurricane Protection devices,'complying'w/FBC,as applicable are required. "r` LABELING:Each unit shall beard permanent label with the manufacturer`s name or logo, city,state and series and following statement: "Miami-Dade"County Product Control Approved",noied_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 because for termination and removal-of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,"and.ifollowed by the expiration-date may be displayed in`advertising literature. If any'liortion 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#15-1210.02 and consists of this page 1,and evidence pages E-1 &E-2,as well as approval document mentioned above. - The submitted documentation was reviewed by Jorge A Plasencia,P.E. FOR rrrAMt DADS covr�nr / REV IF- inNOA No.17-0420.07 PL1A14 rVation Date: April 21,2021 GO�F �o L fe ll Date: September 28,2017 ST® L�U l— �� Page 1 t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under NDA No. 11-0107.09) 2. Drawing No. SGD-5470, titled"Vinyl Sliding Glass Door NOA (NI)", sheets-1 thr6ugh.21 of 21,prepared by manufacturer, dated 10/05/15,with Revision A dated 04/05/1'7;signed and sealed by Anthony L.Miller,P.E. B. TESTS 1. 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)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 6637(samples•A-1 thru A-5), dated 11%19/10, signed and sealed by Jorge A. Causo,P.E: (Submitted under NOA No. 11-0107.09) 2. Additional.test report No. FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94,-issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P.E: (Submitted under NOA No. 11-0107.04) . 3. Additional test report No. FTL 8717,,issued by Fenestration Testing Lab,Inc.; dated 12/07/15, revised on 02/15/16 and 02/24/16,signed and sealed by Idalmis Ortega,P. E. (Submitted tinder NOA No.,15-1210.01) 4. Additional test report No..FTL 8546 issued by Fenestration Testing Lab,Inc.,dated 11/06/15, revised on 01/04/16 and 02!11/16,signed and sealed by Idalmis Ortega,P. E. . (Submitted tinder NOA No. 15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15; revised on 02/15/16,signed,and sealed by Idalmis Ortega,P. E. (Submitted tinder NOA No. 15-1210.01) 6. Additionaf test report No. FTL 8548 issued by Fenestration Testing Lab,.Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P.E.. (Submitter!under NOA No..15=1.210.01) " 7. Additional test report No. FTL-8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by.Idalmis Ortega,P.E. (Submitted tinder NOA No. YS-1210,.01) 8. Additional test report'No.FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15,, revised on'02/15/16, signed and sealed by Idalmis Ortega,P.E. (Submitted Lander NOA No. 15-1210.01) C. CALCULATIONS 1`. Anchor verification-calculations and structural analysis, complying with FBC-201.4,prepared by PGT, dated 12/09/15 and last revised•on;02/15/16;signed and sealed b Anthony L.Miller,P.E. (Submitted under NOA No. 15-1210.02) Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No.,1-7-04,20.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 G-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS (continued). 2: Glazing complies with•ASTME=1300-02, -04_&-09. . D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice.of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior-Extrusions for Windows"and Doors", dated 08/13/15;expiring on 09/30/10. . 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 1.2/08/16,expiring on 12/29/2'1. 3. Notice of Acceptance No. 15-'0528.15 issued to Vision.Extrusion Limited for.their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",'dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI'Fenestration Solutions USA,Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 02/04/21. 5. . Notice of Acceptance No. 16-0712'.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/1.6/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for their"White Rigid PVC Exteri6r Extrusions for Windows and Doors"dated 08/10/11, expiring on 02/28/18.- 7. Test reports No(s). 10-002-792(A), 10-06-M0527; 535753-09,per ASTME784,ASTMD1929 and ASTMD-635,issued.by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA'�No. 11-0107.04) F. STATEMENTS 1. Statement:letter of conformance with FBC-5th.Edition(2014)and FBC-611 Edition(2017), issued by manufacturer, dated 08%1-4/17, signed&sealed by Lynn Miller,P.E. 2. Statement letter of no financial.-interest,dated 04/18/17, issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test,reports. G. OTHER L'; Notice of-Acceptance No. 15-1210.02;issued to PGT IndustriesJor"their.Series"5470" Vinyl ,SIiding Glass Door(Reinforced)-N.I.", approved on 03/0316'and expiring on 04/21/21. d6rge1VL Plasencia,_P.E. P duct Control Unit Supervisor NOA No.17-0420.07 Expiration Date:_April 21,2021 Approval Date: September 28,2017 2 SERIES 5470 NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING 0 o Group Anchor 9ubihab" pram°Member Mtn•�gB Mim NOT RATED FOR MISSILE INCLUDING POCKETS &900/1350 CORNERS Clatancs Embedment IMPACT RESISTANCE P.T.Soulfiam ee maadfsiWJlmb 911w I've, GENERAL NOTES: (sG•o.s5 P�aok silo, tar6 DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 91'2,steel SMS(aq or AN ntM, 6sTb HondISIIVJamb 316 116 2)DESIGN PRESSURES: 410 ss.SMS •125 ndn tkoknass Ifir SEE TABLES I,2&Bi,B2 . Steal,ASB' wamsnuJam are• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300.: (min.11 throadeMy, 0.060• ON SHEETS 7&8A ,08o•Mtn.th!d"fia 11-hoak 318• 0.0601 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. steel Stud,AE53 Gr,e+• w8 m55VJ4mb 3/8 0.071"(140M C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. on•min thkknoea .hack ore• 0.071 14 Gg 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT:MATERIALS,': 1/4•Eleo Usrecon. [SG -0.0) r tare•P.T.•.5307mMm P no °•nb 1 I-We, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P.T-eountem Fire Hee 8UUJamb 1• 1 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1w•Beo Oto S.S.t}eteRez G� Paook 1• to e 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. - s 912,stoat woad acrow(a5) P.T.Southern Fine wgd1SIIVJamb 6;t6• tare' 6)INSTALLATION SCREWS&FRAME.SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.. SG basoG. P cc elle t ' 6 REFERENCES(NOA'S1:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,ENERGI FENESTRATION Cortemto .. "Oak r tava• ) Mn.260 ke � FbedrSOVJgn,h 1x116' a1B• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC.NOA,VE 1000 TAN 202 AND LIGHTER SHADES +!4 Eke ukroeon Ungrouted CM Jwb 1• 1 4- (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA M c8 o°k r P-ht-Ira REFERENCES(TEST REPORTS):FTL-6337;.6338,8646-6649,8662,8717,8968&8970;EXOVA-10.-002-792(A)410-006-10231;' tl46d CM , Jamb +ars• 1.1ra CAMBRIDGE 535753-09; 114•Mae 4io S.S.CtetaRmo Tk1 M Fiwok taro• 1-114' GENERAL NOTES.............1 - cencrote rleadrsOUJamb +alta• Hills EXAMPLE CONFlG5..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE o nft 3.35 kal) P•hook ' 1• INSTALL CONFIGi.........2HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete Hmd/SDVJamb 1.112 3-6FENESTRATION SOLUTIONS USA,INC-OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR mkt•2•x2 ka Pfiaok 1-117 DP/ANCHOR TABLES........7-8 • UngmutedCMU, Jamb• r EXAMPLE...........;................9 PLASTICS,(COMPONENT REQUIREMENTS). Aggm-Gator (AMM Cao) p4mak 2• 14140GLAZING DETAIL3........ ..10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE P..BouthoM Ping wemSUVJamb +• +-we' ANCHOR LOCA710NS......,11-16 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. e-0,6 ao e 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. Concrat4 FAWSku mb 27112• lave• PANEL TYPES...................17 114•Elco u&acon mrn.28S ka Fhook 2.112' tare EXTRUSIONS.....................1 S ANCHOR NOTES: ngroutoa CMU, Jamb 2417 taw ACCESSORIES..................19 ' 1 FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY o ASTM etc P e°° 2.117 1-114' SCREEN DETAILS. - _ Concrete w°df60VJsmb 2-117 tap' 20 i APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE • 114•Eke 410 S.S.CrotgFlox �•3.35 ke P-hock 2.117 tare• PARTS LIST..:....................21 I REQUIREMENTS. 3 ungroutod CMU, Jamb' 2.1121 1.114' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. _ (ASTM CAO P hook 2-112• 1-1/4' PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS iX ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL- `MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NoA- Collo GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Nos No.. 17 0420.07 BUCK DESIGN AND INSTALLATION IS=THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE ExPImtion oat.04/21/2021 REVIEWED BY THE BUILDING OFFICIAL. 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS m REQUIREMENTS PER THE FBC AND TO BE REVIEWED ` mto -Da uct Contra BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,, NON-METALLIC GROUT,MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Materiel Min.Fy Min.Fu LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF - Steel Screw 92 kal, 120 kei SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS REQUIRED_BETWEEN THE GROUTAND WOOD SUBSTRATE, DES/STANDARDS USED: 410 Screw 90 kul 110 ksl ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION.. •2017 FLORIDA BUILDING CODE(FSC 6TH EDITION Elco Aggre-Gatom- 67 kal -98 kal . •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION MOOUIVeCon9 155 kill 177 kBl -- INSTRUCTIONS: •ASTM E1300-09 410 SS SCO Cret6FI6XV 127.4 kBl 189,7 MI 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSIIAF&PA NOS-2016 FOR WOOD CON6•TRucT1ON THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, -ALUMINUM g1810�2 DESIGN MANUAL ADM 2015. �3 st�inOtn 31681 kei ``+tt 61 Y LYIy DEPENDING ON THE REINFORCEMENT LEVEL DESIRED.• ` ..........NM/ •AISC 380.10' L;r.33 Steel Slud 33 kat 45 kei 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHTAND THE- �: •ti(it NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 =*i No.8870ti ; 3)CHOOSE WHICH ANCHOR GROUP(A-D)JS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES J ROSOWSKI r '� EDGE DISTANCE. ® :� ' BT T£ 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED carraEALLoreza l telrwsTao s,wa UPDATED TO FBC 2017,VINYL-MFG, �� 04/05/17 -1 5'•AICg..... G�`��� DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN, 1070 TECHNOLOGY DR �$ _ 6)INSTALL AS PERTHE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34276 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941C�i 0-1600 ' SGD-5470 NTS 1 OF 21 MD-s ore 4 A A.LYNN MILLER P. MAX.'UNIT WIDTH " j MAX.UNIT WIDTH - _.MAX.UNIT WIDTH - MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER-TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2' PER TABLES 1&2 •' —r --I •fir 1 � —1 MAX UNIT MAX.UNIT % `I� MAX.UNIT / : / I� MAX.UNIT: o � HEIGHT HEIGHT -� I HEIGHT / / I HEIGHT ' I"g PER - IB PER TABLES 1&2 I g PER TABLES 1&2 r / - I PER TABLES 1&2 / / / Ig r . / / / TABLETS 1&2 /' / "roarer I 1 aou�r I 1 / / / vaaar I ]_— r r / rocxai J L._ J .L_— _IBJ - -J 1-PANEL 2-PANEL3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNITWIDTH - MAX.UNIT WIDTH ---_ MAX.UNIT WIDTH + - NOM.PANEL WIDTH - I NOM.PANEL WIDTH NOM.PANEL WIDTH E PER TABLES`I&2 PER TABLES 1&2 I PER TABLES 1&2 I'' , T MAX �_ _ r r r / '. /r •roao:Jr I � r r r / r /r/ UNIT HEIGHT XR&"8i$HW,'µ1 N3 MAX.UNIT MAX. NIT HEIGHT HEITABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 / J 5•PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS „ BRfeAR PRODUCT REVISED MAX.UNIT WIDTH MAX UNIT WIDTH as oompiy�ngg with the Florida Building Codo NOM.PANEL WIDTH NOM.PANEL WIDTH- _ - NOq-No.- 17.0420.07 PER_TABLES 1&2 PER TABLES 1&2 Explmuon onto 04/21/2021 By MAX.UNIT I Nliam n duet ControlMAX.UNIT HEIGHT HEIGHT PER TABLES 1&2 PER TABLES 1&2 / 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "r=OPERABLE PANEL DLO WIDTH=NOM,PANEL WIDTH 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL " NOM.PANEL WIDTH=PANEL WIDTH9%YIL1•Ny'r'ri LOCATIONS,EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pxxxxp,pXXXX OR XXXXp.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-1 i-1/18" ��'CY:•�t... POCKET CONFIGURATION CAN BE OXXXp. - PANEL HEIGHT=DOOR HEIGHT-2-1/2"'- sF '•! VINYL SLIDING GLASS DOOR NOA(NI) 10/06/15 2:1�; Na•66705 ' 2)80'&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. - EXAMPLE CONFIGURATIONS 1,t J ROSOWSKI p i 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION." DETAIL rrsCOPiOHroz0t7 ParlNOusmms,im ie NO CHANGES THIS SHEET. 04/05/17 ''• �� 4)FOR NOM.PANEL WIDTH,SEE TABLES i&2. 107N.0 PL YR O b MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' #—SHEET NUMBE76 R (841}480-1600 A.LYNN M LLER RE i 11 ) CERT.OFAUTN.R9lBB SGD-5470 NTS 2 OF 21 MD-5470.0 � A PS-468705 t DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRutxwooD ASTRAGAL DETAIL Cl DETAIL D1 NOTE 4,SHEET 1;MIN.OF3 WTO MASONRY FACING EXf. INTERLOCK INio METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT ---- FRAME WIDTH --rl� I .114"MAX. REQUIRED IF DOOR e4 MAX 280-C. I —�}• I!! TYP.ANCHOR TYPE, HEIGHT IS OVER 66•. , BI 21 16 I I i EMBEDMENT AND oc 11 22 EDGE EDGE DISTANCE PER SUBSTRATE,SEE + Q o 71 HEET DISTANCE TABLE A,S 1& .- -DAYLIGHT' iE NR3tiDR 2T NOTE 3,BELOW OPENING 2e — —— —I ' 28 6 WIDTH as.. EMBEDMENT EDGE :.`. �'.• I d (4)THRU EPER@ EDGE DI98 STANCE/••...''': 2a OF@ 82 ExTe�'R7IOR o DISTANCE j1//,•- SEE NOTE e, 96 I •I 26 O 28 V 27 O 26 SEE NOTE 8, 1/4"MAX. —►1 ''...' 1X OR 2X WOOD THIS SHEET I I TFENOTE6. v THIS SHEET 6 / SUCKSTI2IP,SEE sEE NOTE a,THIS sHEEr 26 EMBEDMENT ANCHOR NOTE 3,SHEET 1 L—————J, #8 X 314"SMS REINFORCEMENT SCREW;7 " 68 PER STILE,LOCATED AT CENTERLINE AND 6", TYP.ANCHOR TYPE, PLATE AT HORIZONTAL SECTION()XX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED EMBEDMENT AND .EVERY �' ,EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION IDETAIL 92 DETAIL D2 �� DETAIL B2 INTERLOCK _ _ TABLE A SHEET 1& DETAIL A2 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT INro 2x wOOD I `_ __ ASTRAGAL 3,BELOW � FacwD wT. FRAMING,SEE ANCHOR 19 DAYLIGHT 21 0 1 HEIGHT IS OVER es- 114°MAX.--{ `~_`1r Q NOTE 3,SHEET 1 OPENING — 22 INTERIOR I PRODUCT REVISED WIDTH EDGE I I as eomplyln with the Florida 1 DISTANCE Building Cote P I I TYP.ANCHOR TYPE, SEE NOTE s,THIS SHEET T NOA-No. 17-0420.07 EMBEDMENTAND 26 I'sze 2b I- I Expiration Date 04/21/2021 EDGE DISTANCE PER c'1 63 23 B TYP.ANCHOR TYPE, I I By SUBSTRATE,SEE EMBEDMENT AND P q Miam-Da Product Control EDGE DISTANCE TABLE A,SHEET 1&' 631 o o r PER SUBSTRATE, I I _ NOTE 3,BELOW I I SEE TABLE A,SHEET. d d EDGE d d 1&NOTE 3,BELOW DISTANCE p6 4)THRU KEEPER Q"MAX (EXi5f60� I .5.O.C.,SEE SHEET 1 B I� 114"MAX. PANEL WIDTH ASTRAGAL — CONCRETE/CMU PER ASTRAGAL MAYBE BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR 1t rfr, NOTES ANCHORS,SEE EXTERIOR DIRECTION. e1V 1)DETAILS APPLY TO 21 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHE Es) DETAIL SHEET 19 ALL PARTS IDENTICAL. ��1�.'�icENSE 2)REFER TO ANCHOR NOTES,SHEET 1. Q 3 SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FORau L"CKSTaEs,( 9 = nsTRADALy,F�Fy 1}i * No.5B70S ANCHOR QUANTITIES,SEE TABLES 1&2. WiLi. ND 78 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 4)CONTINUOUS ANCHOR PLATE,ITEM 1)8,IS REQUIRED AT ALL HORIZONTAL RAILS -b INSTALLATION,HORIZONTAL XSECT.ja� J ROSOWSKI %�0 1� �.•;�D: FRAME ANCHOR LOCATIONS. iE 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR cEprr6BKroxmT por6xusTREs,wc. NO CHANGES THIS SHEET. a� 04/05/17 '�'��C� <OAIDP,.•'��.� 6)SEE TABLES 1,&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS O OuL RIGHiB RESERVED �i s C� I REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY€ 1070 TECHNOLOGY DR THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)480-1600 A.LYNN MILER,P.C. CERT.OF 929M SGD 5470 NTS � 3 OF 21 �$ MD-5470.0 �� A LYNN MILLER � 'r TYP.ANCHOR TYPE. DETAIL MAsoNE1 AND EDGE D STANCE PER EMBEDMENT DEN�ro woo DNro MAsoNRY3 INTO DETAIL DApE APPROVED MULLION,FBC 7X.-UCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU EDGE FRAMING,SEE ANCHOR CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. AND EDGE DISTANCE PER PER ANCHOR - NOTE 3,SHEE��j ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, DISTANCE SUBSTRATE,SEE TABLE A,SHEET REQUIREMENT EDGE &NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1-; EMBED- DISTANCE DISTANCE r7_ EDGE DISTANCE o• o . .'. - .. ' d. MENT- `•.';' �r•' EMBEDMENT EMBEDMENT EMBEDMENT _ tTYP. - 1/4"MAX. a 1/4".MAX.1XOR2XWOOD114"MAX. e1/4"MAX- a114"MAX. IfBUCKSTRIP,SEE so ANCHOR NOTE 3, ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND SHEET1 e GE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THUS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / NOTES 9 FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LocicsTaEs, 2)REFER TO ANCHOR NOTES,SHEET 1. �J ASTRAOALB. FD( 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, DLO WIDTH=NOM.PANEL WIDTH-8-9118" L/ NowwNrAL #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO HEIGHP=DOOR_HEIGHT-11-1116" ANCHOR PLATE AT RAIUs SCREW;3 PER RAIL.LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT PANEL HEIGHT=DOOR HEIGHT-2'-1/2, EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT O ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME PANEL HEIGHT sr� HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT NOTE 8, VARIES WITH EXACT DIMENSIONS. as compiy2 with tho Florida THIS SHEET Bnlldlnp Coodde REQUIRED NOA-No. 17.0420.07 EXTERIOR POSITIVE _ Expiration Dato04121/2021 DESIGN URE, .390-r1 F�- BY O82 SERE SHEETS .390 r1 F�— M17iaml-Da 'Product Control ExrERt°R at°R 7&8. .390-►1 1+ (sa oR 26 --390 2.f 47 1/4"MAX. 11--«. 2.370 r ss #42SHOWN � I 1.793 4.041 GROUT AS I 9 I °� #43.45 ALSO APPLY .823 T � 2.887 � 3.464 NEEDED,SEE 1917 �T f ANCHOR NOTE is E° T .080 .060-7�- .000 IJ 5.SHEET 1 a O 2. 1/4"MAX. t2 u e 2-1/2"=TOTAL - '.060--►¢x- - , SILL HEIGHT O SILL RISER 4a SILL RISER O SILL RISER O SILL RISER �� y LYN �`�� oN.......!V Q (2-112"TOTAL (3-1/2"TOTAL (4-1/18"TOTAL (4.5/8"TOTAL 1\� ��, JDENSF!l��` SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) :' i EMBED- ' r EMBEDMENT EDGE ^* NO-58705 - MENT DISTANCE _ VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 aqq EDGE 7YP.ANCHORTYPE, TYP.ANCHORTYPE, INSTALLATION,VERT16ALX-SECT. 1,� JROSOWSKI j': 37 I� DISTANCE - EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND O EDGE DISTANCE• FRAMING,SEE ANCHOR EDGE DISTANCE S+ .......... °OP1•�OAu ai01H'rs°R�RVEgo Es'�' NO CHANGES THIS SHEET. � �� 04/05/17 `�S�' CONCRETFJCMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ��,ANAL S PERANCHOR IDETAIL F11 SEE TABLE A DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR !TWA REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 THIS SHEET INTOWOOD THIS SHEET (9410 480-1600 SGD5470 NTS4OF21 i MD-547A LYNN MILLER.PE. P.Etl 6B70S F i 1 I !` LNfR_IOR 35 INfEit 4 lag 7pR ZB 71 (4)THRU KEEPER 2 O INTERIOR v 8g 98(E MAX 5-19O.C.. ' i zs zee es MAXMAX1o.a E 6 1 INTERIOR DETAIL.H2 o 19EXTERIOR [� 80' �(� P 99 3. OAU KEEPER SEE SHEET 19 G] OUTSIDE CORI�R U00 ❑ tAD 48 90° Q BB INfER10R. ao a o❑ �' a , S O ZB . MAX 18,8'O.C. d �o O ❑ EXTERIOR EXTERIOR Z6 OR 28 nnM11 V 135° O 90' 9a o DETAIL G1 / DETAIL H1 MAX leso.c.ab ❑� 195' Li QA 9o, ,. INSIDE CORNER INSIDE CORNER .. .EXTERIOR JL FS 41 (4)THRUKEEPER 69 (xX7ERIDR ®MAX.IrM„ 1 1 SEE SHEET 18 i R PRODUCT REVISED as complying with tho Florida Bu .OA-No.ilding Code 17.0420.07 /mc Expiration Date 04/2112021 136° 4 D Mlam a Pto uet Control 001E®JI NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 33 38 zs o'zs as 3)CORNER ASTRAGALLES MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ae _ DEPENDING ON CONFIGURATION. `����1�,: �1cENSF•�! Mnxles°o.c.gs 1e ss VINYLSLIDING'GLASSDOORNOA(NI) 10/06/16 *: No.fi870fi t *� (4)THRU KEEPER®MAX EXTERIOR 3.61 O.C.,SEE SHEET 19 CORNER ASTRAGAL HORIZ.XS �ECT. J ROSOWSKI 70 qf` ,Cry DETAIL G2 las COPVRIaHTo2o1T PCTovusTraTs,wa. NO CHANGES THIS SHEET. 04106117 . ourslDE CORNER 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1801) III A.LYNN TALLER,P.E j c T.Of AUTH.N7B7gg SGD-5470 NTS 5 OF 21 MD-5470.0 A P EJl58705 ' - DETAIL 11 - DETAIL 12 - OPTIONAL NON+ INro MASGNRr INro wsoNRY j STRUCTURALCONCRETEICMU, ANCHORS FOR t `..: 4 PER ANCHOR INTERIOR POCKET INTERIOR TYP.ANCHOR TYPE,EMBEDMENT "EDGE PER ANCHOR e1 DISTANCE,,;.t REQUIREMENT JAMB ,• 28 27 AND EDGE DISTANCE PER "• SEE FIG 1, 33 SUBSTRATE,SEE FIGURE 1,TABLE A, INTERIOR POCKETS MUST TMS SHEET o SHEET 1&NOTE 3,BELOW :.';.M •• HQTERLOCK5 ATPOg(EfS: INCLUDE A NON-STRUCTURAL, _ .,'.t. _ +.' FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE 70 •. j POSSIBILITY OF WATER 21 � ,. OPT. INFILTRATION. d ; .�- ANCHOR 31 1!d"MAX. 1DEMBEDMENT POCKET BY OTHERS,SEE 17 �' 17 OPT. , NOTE 6 BELOW. r d MERV-: '.:':• OPT, w R 1/4"MAX. q �' FOR DOOR HEIGHTS OVER 96" .~. L * ANCHOR � to B7 MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT I CONCRETFJCMU r SEE FIG 1,31 d s q AND EDGE DISTANCE PERS EDGE PER ANCHOR 2s a SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT _ &NOTE 3,BELOW _ INTERIOR POCKET 'EXTERIOR POCKET 22 91 ' 21 - - TYP.ANCHOR TYPE,EMBEDMENT, METAL TYP„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,BELO THE METAL SUBSTRATE EDGE2X WOOD SUCKSTRIP OR aPRODDUhCT REVISED tortda FAMING,SEE ANCHOR EDGE DISTANCE NOTE 3,SHEET 1 Duildtng coo 17-0420.07 'DISTANCE OPT.-ANCHOR NOA No. DETAIL 13 OPT.ANCHOR Expiration Data 04/21/2021 EMBEDMENT By i + r ` 17 OPT. Q 17 OPT. Miam Pro uet ontrol _ EMBEDMENT' i '_ 1!4" o DETAIL 14 1/4"MAX.J. o MAXJJJ INrow000 'SDR• 1D -. SFE FIG 1, THIS SHEET 3i SEE FIG 1, . _ THIS SHEET.30 - ..-_ _ _ , OD 27 _ EXTERIOR ; 22 NN� 21 g1 EXTERIOR POCKET .���` uceNS / ' EXTERIOR POCKET NOTES ;' ND•58705 1 *— 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. - •. _ 1,1 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI 70 t 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2 & 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ®' % 6INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS, cDPrtuDHro2Dn Tor wDustuea,lac NO CHANGES THIS SHEET. �� 04/05/17 �5'' ALLRIGHTe REEE7NED 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR � AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 (941)-48 SGD-5470 CERT-OF NTS 6 OF 213 MD-5470.0 $ A A LYNN MILLER P.E. AUTH.S1B290 P,E.11 58705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for ail approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, LoAstragal Reinforoement#29 80' 84° W- SHEET 1 FOR COMPLETE•ANCHOR LIMITATIONS. ckstile Reinforcement#25 or#26 68.15/16'DLO Height 72-16/16°DLO Height 84-15116'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinfbmement 427 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C D A I B C D A 1 B I C 131 CONSIDERED,SEE TABLE Bi,THIS SHEET. Design Prassufe +127.1/-127,1 psf +120/-120 psf - +1029/-1029psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-1/8" HeadlSili C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1103+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 4A" DLO Jamb 5 5 6 5 5 5 6 5 5 5 B 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P4100k 7 7 7 7 7 7 7' 1 7 8 8 8 8 Design Pressure +108.3/-108.3 psf +1002/-100.2 psf +86.3/-65.3 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-1/8" Head/SIII C5+1 C3+1 C3+1 C3+I C5+1 C3+1 C3+1103+1 C5+1 C3+1 03+1 C3+1 PERPENDICULAR TO THE GLASS. 30' DLO Width Jamb 5 5 8 5 5 5-1 6 5 5 5 6 5 P-hook 7 7 7 7 7 7 1 7 7 B 8 B 8 DesignPressum +929/-929psf +87.3/.-87.3psf +73,8/-73.151psf 314/8' HeadfSill C5+1 C3+1 03+1 03+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+i C3+1 C3+1 9 38' DLO Width Jamb 5 6 8 5 5 5 6 6 5 5 6 5 P-hook, 7 7 7 7 7 7 7 1 7 8 8 1 B 8 DeslgnPmssure +76.4/-78.4 psf +76.4/-78.4pef +65.8/-65.apsf 37-1/8' Head/8111 C5)+2[23+1 C3+1 C3+1 05+2 C3+1 C3+1 C3+1 C5+7 C3+1 C3+1 C3+1 42' DLO TABLE 8.1: Width Jamb 5 5 5 5 5 5 8 5 5 5 8 5 Water-Limited FIG 1: P-hook 7 7 7 7 7 T 7 7 8 8 ti 8 (+)Dedpn Pressure OH LENGTH Designprassure +60/-60psf +60/-eopsf +60/-60psf Sill Nom SRI Max.(+)DP 43.118" Head/S111C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed DOORASSEMBLIES 48' DLO Jamb 5 5 5 6 5 6 5 5 6 5 6 6 INSTALLED WHERE THE Width Nona 1-11!18" See Note2 � PRODUCT REVISED P iwolc T 7 T 7 1 7 V7 7 7 B 8 8 8 42 2-1/2" +38.7 psf = OVERHANG(OH)LENGTH IS as comp!ging with the P1orlda EQUAL TO OR GREATER THAN Bulydino CoT 43 3-117' +60.0 psf p THE OVERHANG HEIGHT IS NOA-No. 17.0420.07 USED IN EXAMPLE ON SHEET 9 44 ¢1118" +80.0 psf EXEMPTED FROM WATER Exprratlon Date 04/21/2021 45 4-618" +100.0 psf I 'INFILTRATION RESISTANCE. Dy Miom a Product Con ro DLO WIDTH=NOM.PANEL,WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/18" ````Ntt1 lnrrr�r PANEL HEIGHT=DOOR HEIGHT-2-1/2" �� �pNY LYNN TABLE NOTES: ��*? IVo.58705 ' L1 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP- DP&ANCHOR QUANTITY TABLES J ROSOWSKI rl ,* 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® 'O RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED, croPrAio u�t PO�Ts es mo, n� NO CHANGES THIS SHEET. k$ 04!05!17 �!t�S.t ioa,,••-g ' 3)SEE SILL RISER TYPES ON SHEET 4. 'R" � 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� ri NAL 05 1 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 q '1111111110" 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941}480-1800 -'—D-5470 NTS 7 OF 21 g MD-5470.0 1991A LYNN MILLER,P.E. CERT.OF AUTH.M 296 P.5A 68705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved contlguratione on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Doer Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Astal Reinforcement#28 80° 84° 98' 108° 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. mg Lockatile Reinforcement#25 68-15116'DLO Height 72.16MV DLO Height 84-15118"DLO Height 88-15!16"DLO Height 108.15116"DLO Height- THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlook Reinforcement#28. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO EE A B C D A B C- D A B C D A' B C D A. B C D CONSIDERED,SEE TABLE 82,THIS SHEET: -1694 psf +160/-150 psi- +137.1/-137.1 psf +120/d30psf - +106.7/-115.8 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX FOR C3+1,S ANCHORS: Design Pressure +189.4/ 191/6 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLO Head/S81 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 06+1 C3+1 C5+1 C5+1 C5+1 C3+1 CS+1 C5+1 C5+1 C_3+ MIDSPAN OF PANEL). Width Jamb 6 6 7 5 5 1 5 7 1 5 5 5 7 5 1 6 6. a 6 6 . 6 1 8 6- TOTAL,#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 1 7 7 1 7 8 8 8 8 9 9 9 9 10 '1 10 1 10 10• THE#OF ANCHORS.REQUIRED.THROUGH THE P-HOOK, Design Pressure +141.8/-141.8psf +133.6/-133.6psf +1138/-113.8psf +99.1/-107.4 psf +87,8/r95,lpsf PERPENDICULAR TO THE GLASS, 25.1/8" HeadfSlll C5+2 C5+1 C5+1 C3+1 05+1 C5+1 C5+1 I C3+1 C5+1 C5+1 C5+1 C3-Pi C6+1 C6+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 30° DLO r Width Jamb 5 5 7 b 5 5 7 6 5 5 7 5 -8 6 a 8 6 ' 6 ' 8 e P-iaok 7 1 7 1 7 1 7 7 77 7 a 8 8 8 9 9 9 9 10 10 10 10 DeslgnPmssum +1239/-1239psf, +115.4/-f16.4psf - +98.5/-9B5psf +853/-9241W +75.3/-81.6psf FIG 1: 31-118" HeadfSlll C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 05+1 03+1 C5+1 C5+1 C5+1 C3+1 �LENGTH 36° DLO Jamb 5 6 7 b 5 6' 7 5 6 6 7 5 6 6 8- b 0 6 B 6 Width P-hook 7 7 T 7 7 7 T 7 6 8 6 6 9 9 9 9 10 1 10 1 10 1 10 DOOR ASSEMBLIES S` Design Pressure +100/-104.5psf +104.6/-104.5psf +87.8/-6Z6psf,. .. +75.7/-82psf +68.5/-72psf INSTALLED WHERE THE 37--118° Head/Sill C5+2 C3+2 C5+2 03+1 05+2 C5+2 C5+2 C3+1 C5+2 Cfi+1 C5+2 C3+1 05+2 C5+1 C5+2 03+1 C5+1 05+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42" DLO x EQUAL TO OR GREATER THAN' Jamb b 6 T 5 5 5 T. 5. b 5 7' S 8 6.' 8 6 B 8 . 8 6 x Width p THE OVERHANG HEIGHT IS = P-hook 7 7 T 1 7 7 7 7 7• 8 8 e 8 -9 9 9 - '9 '-10 10-1 10 10 EXEMPTED FROM WATER _ Z DesignPmssum +80/-60psf +80/-80 Psi +80/-80psf +60/-65psr +60/-55psr INFILTRATION RESISTANCE. 43-118" Head13111 C5+2103+21C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 05+2103+11 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48' DIA Jamb 5 6 8 6 5 5 6 6 5 5 7 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 T 7 8 a 8_ a 9 9 8 9 10 10 10 10 TABLE B2: PRODUCT REVISED as comp/ying with tho Florida , +74.1/-74.1 +63.8/-83.8 - Water•Umitad Building Codo Design Pressure +74.1 21 C3 psf psi psf (+)Design Pressure NOA-No. 17-0420.07 i 49-118" Head/Sill C6+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 - - 54" DLG Jamb fi 5 '6 5' 5 6 6 5 5 5 6 6 SIR Nan.Sip Max.(+)DP Expiration Date 04/21/2021 Width P-hook 7 7 7 7 7 7 T 7- 8 8 8 8 Riser Height AlloKed - By DsslgnPressum +60/60psf +so/Bopsr +60/FC5+2 Not available in these sizes. _ None 1-11116° SeeNote2 Mramr- productContro 55.118° HeadiSlll C3+2 C3+2 C3+2 C3+1 C5+2103+21 C3+21030 C6+2 (3+2 NC3+1 42 2-112" +38.7 psf 80" DLO Jamb 5 b 5 5 b 5 5 6 6 6 43 -3-1/7 +60.0 psf WidthP-hook 7 T 7 7,, 7 7 7 T_ a 6 8 44 4-1/18" +80.0 psf 45 45/8" 1 +100.0 psf i DLO WIDTH=NOM:PANEL WIDTH-8-9/18" DLO =PANEEHEIGHT DDOOR HEIGHT-2/112" `��OOR HEIGHT-11-116' �Np11YLYNIV4�i i TABLE NOTES: No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 - n *' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 -0:fJ` AND TABLE B2 DETERMINES THE WATER LIMITED(+)DID DP&ANCHOR QUANTITY TABLE S J ROSOWSKI IR 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® ��%r'• RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED, coPrnioHr02M�Paramus,,,,wo. NO CHANGES THIS SHEET. 04/05/17 �'��i4 ''F��..... 3)SEE SILL RISER TYPES ON SHEET 4. ALLPJ(ImTs REsEnveo 011111111011" 4)SHEET_APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� �irr �AL 011" 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-1 B FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD 5470 NTSIII 8 OF 21 � MD-5470.0 A A L P E#6a7E6 PE CEHT.OF AUTH.ff2M8 EXAMPLE: 1L1� 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48°X 84"NOM.PANELS, ® .6• CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING;ANCHOR GROUP A IN WOOD SUBSTRATE, MAX, OF PANEL 1 OFPANEL 2 OFPANEL 3. PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.8 PSF .. - POCKET BY - OTHERS,SEEIF - NOTE 6, SHEETS Y2• •+2"ANCHORAGE, 2s-313'MAX. tr ANCHORAGE, SHEET 12 °+2'ANCHORAGE, MAX, . 6' SHEET 12 "C3'CLUSTER, "CS'CLUSTER SHEET 12 EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIN.1 ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS - - - - OPT.ANCHOR EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEETS P)=(3-TRACK) TO AID INBE ADDED IN-FIELD AS NEEDED TO ALIGNMENT - . . - - ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A,POCKET. SELL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL' OFINTERLOCK CF INTERLOCK ANCHOR INFORMATION. - B' CENTERLINE CENTERLINE CENTERLINE r ., MAX OFPANEL 1 OF PANEL 2 OFPANEL 3 POCKET BYW. F-R G nEXTERIOR INTERIOR - OTHERS,SEENOTE 6,SHEETS •+2' 263IS`MAX,'+2'ANCHORAGE.ANCHORAGE, SHEETII ' "ANCHORAGE, MAx°'CLUSTER _.- 'C3"CLUSTER SHEETII ENDANCHORAGE12•MAx 21.6SEE POCKETJAMB 11 SHEET N (MIN.1 ANCHOR) MAX- - REQUIREDN WSTALLATIONON SILL ANCHORAGE DETAILS D.C. INTERIORPOCKETS SHEET6, - 1 KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED ) as complying with tho Florida. FOR A DESIGN PRESSURE THAT MEETS ORIEXCEEDS THE REQUIREMENT OF Building Codo +48,21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.07 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN Expiration Dato q/21/2021 • DISTANCE TO NEXT CLUSTER - PRESSURE REQUIREMENTS. TO BE 26a16.O.C.OR LESS By FOR WOOD INSTALLATION USING ANY 63d/sol 1 a+'z _ Miam-Dnd roduct contra ANCHOR IN GROUP A(SEE TABLE A),TABLE' jamb5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERUNE OFEND PANEL 6°Max 6"Mi+x HEAD(CLUSTER'ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT OPT.ANCHOR THE INTERLOCK/ASTRAGAL. - FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE ToaD Lu. HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE AUGNMENr MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 2"18°,OTHERWISE ANCHORS ARE NOT REQUIRED AS �����p�yY LYNN''',, THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: �tcENs' ANCHORAGE- ANCHORAGE ;� �' SILL(INTERMEDIATE ANCHORSY,SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL ;' NO,697M JAMB:5 ANCHORS,SHEET 13 FOR GEN,LAYOUT. VINYL SLIDING GLASS DOOR NOA(NI) 10/06/16 — A FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL �� 4�10 .- A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT 'LAYOUT• STRAIGHT DOOR EXAMPLE �& JROSOWSKIsrLOCATIONS OF CROSS SECTION DRAWINGS, o '�''• F4-0 B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN ooPrmBHrea2otr PorwouslwEs,INa i€ NO CHANGES THIS SHEET. 04/05/17 ����LSS'��R!�p•'G\?��� C SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR ''i�O/VAL D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 k2 '/ r I I I 1111 t E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 81480 16SGD 5470 NTS 9 OF 21 1111 MD-5470.0 A A L p.E,g 681 706 P P i SILICONE HOT-MELTBUTYL STRUCTURAL SILICONE STRUCTURAL FOAM 3/18"NOM_ POLYISOBUTYLENE 114"NOM, " WITH DESICCANT WITH : 1-1116°NOM. DESICCANT -- EXT.GLASS EXT.GLASS 9118'T GLASS r8 Ta 11/16"AIRSPACE Ta 70 3/16"T GLASS PAINTED! WT.GLASS INT.GLASS /;1 �y LAMINATED L:J" SURFACE KODISPACE ' "SUPER UC MU TE •4SG TPS Te S'PA CER®NXTTd GLAZE* IFCT #n433 n4I{EIS OR- i - 1 7GLASS- ` TOWARDS THE EXTERIOR.I O I BIS I I , G3 INMRIDR PRODUCT IS*INTERIOR- I I 79 GLAZED`IF#82-83 IS - ,.� TOWARDS THE INTERIOR. ALUMINUM - - _ as REINFORCEMENT POLYISO• DESICCANT FILL AREA - - - - - - - ' BUTYLENE SHe"NOM, - - - GLASS DETAIL 5116'NOM: SEAL BUTYL& SILICONE SEAL - - L PRODUCT REVISED DESICCANT ROLL-FORMED - FOAM- STAINLESS STEEL NOTES: as complying with the Florida .NOA- o coda - EXT.GLASS - 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 17.0420.07 EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Expiration Da 04/21/2021 "r=TEMPERED e y Mlam D e;Pro uet Control INT.GLASS INT.GLASS DURASEAL© XL EDGE' - n Te SPACER SPACER LYIyN'���, VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 _ * NO'68705 GLAZING DETAILS - 1& J ROSOWSKI c°vriu°Hrown rDriNDusnaEs,nva NO CHANGES THIS SHEET. 04/05/17 c<o!I!op•• ALL RIDM9 RESERVED �1''S�ONAL 1070 TECHNOLOGY DR All N.VENICE,FL 94275 (941}480-1800 SGD-5470 NTSIII 10 CF 21 1$ MD-5470.0 P.E. 68T05 A a MILLER PE 1 - CRT.OF AVRi!79•/98": SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGALOR PANEL INTERLOCK INTERLOCK— PANEL_ CENTERLINE PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" CEN TERLNE 4" 0 e6 o � o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTEERFHOR 2-TRACK CLUSTER'C3° 2-TRACK CLUSTER'CS V' 2-TRACK INTERmr-DwE V' 2-TRACK INTERMEDIATE V 2-TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS •+t•ANCHOR LOCATION "+T ANCHOR LOCATIONS '+3•ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR INTERLOCK 4" CENTERLINE 4" CEMERLINE CENTERLINE 4"NFERLOCK PANEL PANEL PANEL 4u � CENTERLINE 0 EXTERIOR --^ti 3.22" EXTERIOR 3.22 EXTERIOR EXTERIOR 3.22" EXTERIOR —� r 3,22° 3-TRACKCLUSTER'C3' 3-TRACK CLUSTER'CS S-TRACK INTERMEDIATE �• 3-7RACK INTERMEDIATE 15 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+l'ANCHOR LOCATION '+Y ANCHOR LOCATIONS 1+31 ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL_ PANEL PANEL . INTERLOCK INTERLOCK CENTERLINE CENTERUNECENTERLINE CENTERLINE [I^ CENTERLINE 4° 4" 0 p O O O O EXT�+FE'IPoyOR 3.22" EXTEE POR 3.22° EXTERIOR EXTERIOR I EXT2�E7RIIO" 322^ v 4-TRACK CLUSTER v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE v 4-TRACK NTERMEDRTE 'C3'ANCHOR LOCATIONS 'CS ANCHOR LOCATIONS '+PANCHOR LOCATION - '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS NOTES: FIGURES PERTAINTO THE FOLLOWING GILL 1)ALL DIMENSIONS SHOWN ARE BAS ED ON MINIMUM ALLOWED. NOTES: - 1NrERMEOIATEANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376" 2.376" 2)TRACK-TO-TRACK FORALL SILLS: DISTANCE IS 2.376' 2.376" LE - FOR ALL SILLS: y HeaNSiX 1 as corn C11 odoPRODUCT��tho Parida ``o"()IAY LY�/N Jamb 5 OA-1149. 17-0420.07 kN '�ICENgF FIGURES PERTAIN TOTHE FOLLOWING SRL - P-hook 1 CLUSTERANCHOR LOCATIONS: - Expiration Data 0 412112021 ,• Na-58705 VINYL SLIDING GLASS DOOR NOA(NI) 10105/15 By - J 0 A TF . MTam as ro�uc onlroonlro @ ANCHOR LOCATIONS A J ROSOWSKI -�O'•• a(� ��; li -c� O � COWWOHT02017 POTSJOUSTRIES•INC. NO CHANGES THIS SHEET. Ii'� 04/05/17 •'F�o..... .•'���� ' eed/8111 1 1070 TECHNOLOGY DR ' O1VAi i+V,'G,V' JEmb 6 N.VENICE,FL 34275 111 NTS P-hook 1 7 1 (941)-480-1600 11 OF21i� MD-5470.0RA A.LYNNMUMP.E. CEAT OF AUTLM2mo - 0 E P.EYES705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR - PANEL PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLNE 4" CENTERLINE 4n• CENTERLINE CENTERLINE CENTERLINE EXTERIOR - 322" EXTERIOR 3.22" EXTERIOR EXTEEnRIIOR 3:22" ExTEwOR 2•TRACKCLUSTER•C3' ID 2-TRACK CLUSTER"C5' - 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+I'ANCHOR LOCATION "t2 ANCHOR LOCATIONS "i3'ANCHOR LPANE OCATIONS INTER OCK A INTERLOCK— -PANEL PANEL. CENTERLINEL CENTERLINE 4" CENTERLINE 4" CENTERLNE CENTERLINE 4 76n 4" EXTERIOR 322" EXTERIOR 3.22° •EXTERIOR EXTERIORK3-TRACK INTERMEDIATE INTERMEDIATE 3TRACKCLUSTER'CT 3-TRACK CLUSTER W � 3TRACC INT LOCA ON IATE 11 i2•ANCHOR LOCATIONS '+3'ANCCHOR LOCATIO S ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL - PANEL INTERLOCK INTERLOCK— CENTERLINE _ CENTERLINE .CENTERLINE 4n CENTERLINE 4" CENTERLINE 4" _ I 1z EXTERIOR g•�° EXTERIOR EEXCTEE �NJ0R EXTERIOR EXTERIOR N/ 4TRACKCWSTER 15 4-TRACK CLUSTER aai'MICCHOR LOCAT ON K INTERMEDIATE 4 ANCHOR LOCATIONS 1EDINTEW 4T ANCHO LOCATIONS 'CS'ANCHOR LOCATIONS °CS•ANCHOR LOCATIONS NOTES: MURES PERTAN 10 THE rOLLOYMOHEW 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED., WrER.E"IATEANCHOR LOOATION3• - -. NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.376' 2.375' FOR ALL HEADS: 2)TRCKS TRACK 2.3DISCETO7TAN " t2.375- FOR ALL HEADS: HeetUSN 1 ISED PRODUCT complying with the Florida ```\\\\L111111IX11'' NY LYIV •,� 'ate 6 NOA-NBuildino Codo 17-0420.07 ���`��O•\.iCEN•N��( ��i RGURESPERTAw To THE FOUZWM HEAo _ P-hook 7 Expiration Date SF-•'!;ti,p, . _ . No.58705. VINYL SLIDING GLASS DOOR NOA(NI) 10105/15 = MIii ro act on ro *! - ANCHOR LOCATIONS B m' J ROSOWSKIRi COPYRIOAILR aTHT9 RE3ERV�EO�`NO' NO CHANGES THIS SHEET. q 04/05/17 125dlSUI C3 1 1070 TECHNOLOGY DR 1 5 N.VENICE,FL 34275 Phok 1 7 j (941)-4801600 LYNN GD-5470 Tf12.OF 21 - . RE05130 ' CERT.OF LITH M29190 t f{I I FMRZS P—HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): "'AwTOW FOLLOWING y"g""`"°R`°°"T°"s 2.376" r— 4.75" 7.125" 21.6° 21.6" 21.6° Heed/8i(I cs+1 MAX. MAX. MAX Jamb 5 O.C. EXTER OR- -- O.C. EXTERIOR O.C. EXTEI P•h00k 7 OPT.ANCHOR TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. I FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY I—_ BE LOCATED IN ANY ADJACENT TRACK 6 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAXI MAXI MA�X� REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME I &TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS.- BE TOWARD THE INTERIOR OR EXTERIOR. MAX JAMB- JAMB JAMB _ - (3)WEEP NOTCHES' (4)WEEP NOTCHES (5)WEEP NOTCHES PER END.@ 1"X.500" -.PER END @ 1"X•600°- PER END @ 1°X.500- SILL .500" SILL � SILL SILL EXTERIOR EXTERIOR EX�RIOR (3)TRACK WEEP HOLES EVERY.24°@ 1.125"X.190'; f (6)TRACK WEEP-HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 29 @ 1.125"X.190": (10)TRACK WE HOLES TO AID IN 24"@ 1,375"X.500" (1)WEEP NOTCH EVERY EVERY 24°@ 1,126°X.190';_/ EP NOTCH EVERY ALIGNMENT 24"@ 1.375°X.500- (1)W 24°@ 1.376"X.500- NOTES: 600"NOTES: 1)SEE TABLES 1 S 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. as eomptyin with the Piorida �� Y LY01 Il Codi FIOUREBPERTAINTOT/1EFOU.MMOPOCKErAM0 NOA-N O. 17.OA20.07 `pauGENs�;�� -HO ANCHOR LOCATIONS: Expiration Date 04/21/2021 No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 BY = n mlem- a ue antro' - {/L ANCHOR LOCATIONS C I& J ROSOWSKI ��:• sr�q�a i2 CHT01017 1�37- k �iCC•'''aCOR1DP •' C��` COPYRIPOiAQ1USiIi�S,INC. NO CHANGES THIS SHEET. @g 04/05/17 'i,S'S+�"'••••••"NG���` Hoodlsill C3+141 r AuwOlrrsRESFRYEO •,,ONAL Etta•• Jamb 5 1070 TECHNOLOGY DR � t�ililntt nco a Jamb 7 N.VENICE,FL 34276 (941)4801600 SGD-5470 NTS 13 OF 21 $ MD-5470.0 �I A A LYNN WILLER,PZ CERT, A 022MUO PF.tl6W05 FIGURES PERTAINTOTHE HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOILOWNG OW CORNER SILL ANCHOR LOCATIONS: - 90• 4° 4". 4° 4" 4" 4" 4" 4" ° HeDdfSlil 1 JJJIII ���Illiii ° 1 Jamb I5 -2-TRACK W CORNER° ERIOR .2-TRACK 90*CORNER EXTERIOR"3.22 P-hook 7 '04'ANCHOR LOCATIONS 'CD'ANCHOR LOCATIONS 2-TRACK 90•CORNER EXTERIOR . (USE WHERE-Cr IS SPECIFIED) (USE WHERE-Cg"IS SPECIFIED) IP ANCHOR CORNER EXTERIOR . •C4'ANCHORLOCATIONS JJ''�� "CS'ANCHORLOCATIONS (USE WHERE-Cr I9 SPECIFIED) NSE WHERE-CS'19 SPECIFIED) Film 4" 4° 4" PRODUCT REVISED' 4° as complying o g c tlowlth tho Florida NBA-No.- 17-0420.07 Expiration Date 04121/2021 4" 4" ° 13Y Mia - a ro Uet ContVEN EXTERIOR3.22" EXTERIOR 3.22" 9-TRACK90•CORNER 3•TRACK YD•CORNER �(J""''�� &TRACK 90•CORNER EXTERIOR &TRACK 9D'CORNER EXTERIOR 'CC ANCHOR LOCATIONS 'CS•ANCHORLOCATIONS V 'C4'ANCHOR LOCATIONS �— •CS'ANCHOR LOCATIONS lvl (USEWHERE'C3-IS SPECIFIED) NSE WHERE-CS'IS SPECIFIED) (USE WHERE-OW IS SPECIFIED) '(USE WWHHEREE'CgSS''IISS SPECIFIED) Ar 4 �. 0�Y LYN .4" 4" ' 4° J� �� 610ENSN 4" * No.687067 4" �O'a � &3'22"" 4° 322" ,�SSi •........• G\� EXTERIOR 4TRACK00'CORNER EXTERIOR ERIO EXTERIOR 4•TRACK 90'CORNER 4-TRACK DO'CORNER 4TRACK 9D•CORNER /l h l l l 111 t` 'C4'ANCHOR LOCATIONS _ 'CS'ANCHOR LOCATSON9 _�— 'C4'ANCHORLOCATIONS 'C9°ANCHOR LOCATIONS -� A. MILLER.P.E. (LL4E WHERE-CX 18 SPECIFIED) - (USE WHERE-CS'IS SPECIFIED) (USE WHERE'Cr IS SPECIFIED) - (USE WHERE CS'IS SPECIFIED) NOTES: FIGURES PERTANTO TP.EFOILOWING 8r CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.. HEADANCHORLOCATIONS:• - _- _- _ _ L4 VINYL SLIDING GLASS DOOR NOA(NI) $'10/05/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. HD0d/9I0 C: 1 Jamb 6 3)TRACK-TO-TRACK CbPmroHro2otT PGTINousrnlEs INC, NO CHANGES THIS SHEET. 04/05/17 j P•heok DISTANCE IS 2.376" 2.375" 2.375" ALLRH RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY N.VENICE,FL 342756 Eli (941}480-1800 SOD-5470 NTS 140F21 MD-5470.0 �A _ - CFRT.11F A1111.1111 j HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURESPERTANTOTHE FOLLOWING 185•CORNER SILL ANCHOR LOCATIONS 135° q., ��Id®RICR e�EX�TERIGR ° Ftead15111 1 3.22° EXTERIOR 4" 4° P-h0ok 7 2-TRACK 195•CORNER " 2-TRACK 135•CORNER 2-TRACK 135°CORNER 2-TRACK 135•CORNER 'C4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS ' (USE WHERE'03-IS SPECIFIED). - (USE WHERE-CS'IS SPECIFIED) °C4•ANCHOR LOCATIONS' •CE°ANCHOR LOCATIONS - (USE WHERE'07 IS SPECIFIED) (USE WHERE'C6-IS SPECIFIED) / u 4 o PRODUCT REVISED 4° 4° as eomptyingg with the Florida • Building Codo 4° NOA-N.. 17-0420.07 ° Expiration Date 04/21/2021 EXTERK)R MEfR11,OR EXTERIOR E)(TERIOR 9y J - �/ 3,22• V 32 WIT Procuct C6,ntrol S-TRACK 135•CORNER - S•TRACK 135'CORNER S-TRACK135°CORNER - 3-TRACK 135•CORNER 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE-CS"IS SPECIFIED) 'CA'ANCHOR LOCATIONS 'W ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE•CS•IS SPECIFIED) 4° 4' 4° q° ° , v,zYNNUG vz r 4° >♦ , No.68705 Y'?�' i EXTERIOR EXTERIOR EXTERIOR EXTERIOR O••, 3.22"—� :Tom•. �l E � � 4-TRACKIWCORNER 4-TRACK 135•CORNER, 4-TRACK 135,CORNER 4-TRACK I37CORNER ���lQs '01'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS 'WANCHORLOCATIONS �/ �O••• NG�� (USE WHERE-Cr IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE'C3°IS SPECIFIED) NSE WHERE IS SPECIFIED) "/I)NAiIL I{�{ 11�� A.LYNN HILLER,P.E. NOTES: P.E06e705 FIGURES PERTAIN TO WEFDILOWING 1851 CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANCHoRLOGARONS VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 135' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E Im`J ROSOWSKI Headf,901 I lqpj Jamb 1 6 3)TRACK-TO-TRACK c COPMOKr02017 PGTOIDI131FEES;= NO CHANGES THIS SHEET. 04/06/17 P-hook 7 DISTANCE IS 2.375" 2.376" W2.37,9.1 ALL RIGHTS RESERVED) FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �� N.VENICE,FL 34276 4 EaL.cFmJTH-#mnS SGD-54701 NTS 11T16 OF 21 d MD-5470.0 1 A j MMS MO HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FlaSPUCEDeniAANNTCHORL a ONNS; sFUCE SPLICE_ SPLICE LOCATION, SPLICE .LOCATION 4' -LOCATION: 4" - 4" _. LOCATION 4" Yp,R Head/3111 1 EXTERIO I 1 3.22" EMERIOFt 3,22" EXTERIOR EXTERIOR 2-TRACK SPLICE V- 2-TRACKSPLICE. 2-TRACK SPLICE - 2-TRACKSPLICE - .4Rlh 5 °C4'ANCHOR LOCATIONS 'CV ANCHOR LOCATIONS NS" 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS P-hODk 7 (USE WHERE-W IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'C3•IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) SPLICE SPLICE LOQATIION - LOCATION 4" LOCATION 4" LQCATION 4" 4.76" 0 0 e o PRODUCT REVISED, - uscomp with the Plorlda EXTERIOR 4" EXTERIOR 9.22° EXTERIOR 3.22" EXTERIOR 4" BWlding=10 3-TRACKSPLICE 3-TRACK SPLICE NOA-No. 17.0420.07 3-TRACK SPLICE 3-TRACK SPLICE •�• 'C4'ANCHOR LOCATIONS '� 'CS'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS _ •CB°ANCHOR LOCATIONS (USE WFiERRE'C3•IS SPECIFIED) (USE WHERE°CS'IS SPECIFlEO) ExpirnBon Dato 04/21/2021 (USE WHERE-C3'IS SPECIFIED) (USE WHERE°C6'IS SPECIFIED} - By . Mlam- e Pro ue splic LOCATION 4.75° LOCATION 4" LO TION LOCATISPLICE ON 4" - 0 0 0 0 _ _ e e o EXTERIOR 4":' EXTERIOR 3.22° EXTERIOR 3.22" EXTERIOR 3.22" NY 1iACK SPLICE V 4-TRACK SPLICE 4-TRACKSPUCE 4-TRACK SPLICE 4-7 LOCATIONS 'CS'ANCHOR LOCATIONS ANCHOR LOCATIONS 'C MC14OR LOCATIONS .CA-ANCHOR LOCATIONS Q' •(USE WHERE°C3'L4 SPECIFIED) , (USE WHERE-CS'IS SPECIFIED) (USE WHERE Is SPECIFIED) (USE WHERE 18 SPECIFIED) `I�•;' N0.6870$ ;moo,a STA NOTES: � ORiDA 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. '"7,",?J gL IEN, FIGURES PERTAINTO THEFOLLOWe1G SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEADANCHORLOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 8.• P a58703 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(NI) A 10/06/15 DISTANCE'IS 2.375" 2.376" 2.375"' EFOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F J ROSOWSKI coPrnlGlrroso+T PGrumDSIREs wO. NO CHANGES THIS SHEET. ��04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED W nroHrsREvE° HeadlSin C9 t 1070 TECHNOLOGY DR Jamh 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 ' Pato°k 7 (941)-480-1600 EBRr e�60AUrK 029M SGD 5470 NTS 18 OF 21 y MD-5470.0 A i PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DOUBLE OUTSIDE 00• WSIDE 00• OUTSIDE 13V INSIDE 135" ASTRAGAL 1 TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL C INTERLOCK INTERLOCK INTERLOCK STILE WIHANDLE BOX OUT BOX IN RECEIVER RECgVER INTERIOROROUT W RECEIVER RECEIVER I EXTERIOR GLAZED M LOCKSTILE I.J+�,vi.nnir� INTERLDOUOCK BIORLO E F PP. - K L L TC TA TV TW ,! LCKBTILE a.,.,..,,.,.,.� ASTRAGAL_ INTERLOCK /� c,n, c SINGLESINGLE DOUBLE INTERLOCK B H P A C - .0 S`'/ � SA SV 4)V Y SD INTERLOCK INTERLOCK ' W IN amour MOM ' FIXEDRR R S S FC FD FV FW A INTERLOCK STILE a LOCKST[ili amom MUM .W.1 W I1A�NnL�E D l Y! J - J u ASTRAGAL �]tivww� LOCKSTILE . P: mxom i=00 U) ASTRAGAL LR T Lf I I DV INTERLOCK• INT6RLOCK BOX OUT LL J ,- t W - ABTRAGAL I V T'. L. - - J BOXIN mavve w OUT. CT CS CF ASTRAGAL- Z RECEIVER a aECE AT AS DF OUT.135•ASTRAGAJ. VT 1/ ,/ PRODUCT REVISED EVIS Forida CRE r S tl F Building Codo NOA-No. 97.0420.07 f 135• WT q T W^ WF Ay�T q�,�l VyJ txplrattonOam04/21/2021 RECEIVER By Miam-Da Product control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'F"SHOWN. i PANEL NOTES: \\�. QNY LYlyry 1)SEE DPANCHORTABLES 1-&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. �� a�•: viceN4 �!!� T}. NO-68705 . 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _ s,*__ NOT AVAILABLE. . �PANELTYPES " ]i� J ROSOWSKI 3 MAXIMUM NOMINAL PANEL W1DTH FOR ALL PANEL CONFIGURATIONS IS 60°. ® '�'.�� $►A co COME rozm7 T OT 61usTR PB INQ NO CHANGES THIS SHEET. �� 04/05/17 '.,c`S1 =°�OgIDA•.•'���:` 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR_GLAZED,BOTH 070 TECHNOLOGY DR TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1N.VENICE,FL 34275 �— _ (941)480-1600 SGD-5470 NTS I 17 OF 21 i$ MD-5470.0 A A A.LYNN TALLER,P.E.CMT.OF U .#2DM PMA 68705 ham--5.875 10.635 - 640 126 -f 1 .550 281 .061 .762 rrn� t,� p .100 600 930 ZZ 68 062 100 2 �( �-�]]�C7�® �j� 1 FRAME SCREW _ :301 LOCK CAP Qi 2 TRACK HEAD/JAMB ©4 TRACK SILL - Lei OCOVER(PVC) @ ANCHOR PLATE , Q9 TRACK INSERT 10 "EXTENDED POCKET 6.178 231 . .080 2.060 :.100-�'i 1.000 252 062 7- "1 8.260 1.613 T ' 8.250 .949 1.435�f 060 1883 1.813 1�� 1.081 .062 ,060 100 dG1 SUPPORTL OUTER COVER SILL 13 SILL TRACK 17 p_HOOK ADAPTOR 18 P-HOOK i Q3 3 TRACK HEADMAMB ®3 TRACK SILL COVER .094 125 i 640 540 .281 .061 .229 2.976 ��2.141 10.625 5.876 ►I 3.000 ,075 LLL _L p B pip j� 100 626 s0o I+-2.so7 �� 1.40e 1.813 0 61 }_ -•082 -"`11"_•062 329 ❑ .100 ® ®� 18 EXTENDED ®0 KEEPER BAR CORVEREMENT R REINFORCEMENT @ FIXED PANEL CLIP ®PLATE REINFORCEMENT ©4 TRACK HEADMAMB (2)2 TRACK 61LL 2.611 r-2.838.-+1 1.670 1-+- 1'626 1.695 „ 1.595 3.48 308 2.696 .080 - 089 � 1� e� 2.073 4.070 07b 4.835 4279 - -.100 2.833 2•*8 Q 2.768 8 '400 2788 2.210 .01' 2.116 300 �- ® I 2.025 312 ®INTERIOR JAMB COVER '188 �4+-2.710 J 1,B7b� PRODUCT REVISED ,110 1-- 120 I`-•182 ,120. I.-.182. 2,281 .100 e9 eompiyfng with the Florida TOP,BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP' Dullding Code AND STILE © AND STILE ©REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER 31 ADAPTER ASTRAGAL ADD-ON ®AND BOTTOM RAIL NOA-No. 17-0420.07 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY ExpirationDato04/21/2021 REINFORCEMENT 3.328 e 3 452 $.345 NOTES: Mlamr Da roduet Control 1.472 919 1)SEE SHEET 4 FOR .125 3.209 .060 3.713 .090 L SILL RISERS. 126 � 3.345 ,060 2.ij6 046 1.600 3.2(47 2)SEE SHEET 20 070 228 L 065 _:91g FOR SCREEN PARTS. .300 1.170 " 135'CORNER 135'CORNER '(35'CORNER 135°CORNER 90'CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS ASTRAGAL ©PASSIVE MOUNT, ASTRAGAL CAP, ©ASTRAGAL CAP, ASTRAGAL 40 ASTRAGAL CAP, ®ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR Y LYNV"',, .210 262- >! No.58709 1.261 1.261 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 EXTRUSIONS tj JROSOWSKI -?J O1-1/76" ©1-1116'I copmioxrozmrvorirmusrroes ava NO CHANGES THIS SHEET. 'M 04/05/17 '.,tcS'•F(ORiDP ����� 82 BEVELED BEAD 8 OGEE BEAD 1070 TECHNOLOGY DR %tvAL iENG`�� N.VENICE,FL 34276 (941)-460-1600; A:LYNN 1ALLER,P.E. ; cear.oFAvrNarczo6 SGD-5470 NTS 18OF21 MD-5470.0 A p.Ea687o6 F t r 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB ONE BLOCK THAT (4)CLIP ANCHOR CLIP INTO ATTACHMENT HEADER ASSEMBLY PANEL U SUBSTRATE, TYPE AS USED STILE ° USING 4 INSTALL ONE BLOCK AT 84 BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK a TABLE A.SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL as(3)#10 X ° TABLE 1 SPANS BOTH PANELS. \ so(3)#8 X SMS �� i I _ 1"SMS d FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE (2)1/4" PANEL MIDSPAN OF EACH FIXED 95X 2-114"SMS CLIP PANEL TO=FRAME JAMB LOCATION. #8X1° 1 \ SMS R (4)#10 zt BAR COVER \\ •X 2°SMS°a 22 REINF.BAR #8 X et 1-1/4°SMS KEEPER to (4)THRUKEEPERSHEET i C 3.b'O.C-SEE SHEET 78 JAMB TO KEEPER TO JAMB P _ SILL ASSEMBLY ATTACHMENT ( LOCKING JAMB PRODUCT REVISED REINFORCEMENT PLATE QO B�Ild na 6und with 4 Florida ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER to NOA-No, d 17.0420.07 Q 34-112"MAX O.C. OXXX SHOWN Expiration Date 04/2112021 ByP MIpm1-Dp rouct Control ,�f oL7 � (4)#10 X ee - -- 2-S.— INTERLOCK "SMSINTERLOCK INTERIOR CLIP COVER AllEXTERIOR \\\\ 24 INTERLOCK 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 1 1 q REINF.PLATE 2)SEE.SHEETS 11-16 FORANCHOR LOCATION 8,SPACING. Ly BOTTOM RAIL #10 X 3)SEE TABLES 1 F°2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _ No.58705 ' THROUGH SUPPORT,�t INTO PANEL . PANEL ACCESSORIES INSTALLATIONS J ROSOWSKI oZ#VlxASSEMBLY PUT INTERLOCK SILL RETAINER 1-1/2"SMS ALL PANEL CORNERS co mIGNLORKi+t 79�REBERV®Es,wc. i CORRECTED#98 �� 04/05/17 %,�tnSS/�COgIDP,.•����� CLIP ATTACHMENT WELDED,NO ASSEMBLY1070 TECHNOLOGY DR �i ONAL N INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 — �'111111110% I (941}480-1800 � MD-5470.0A p, 70.M1-57LYNN BOX SCREEN DETAILS: i STANDARD SCREEN DETAILS: I ao _ ,25 OOROo 6 aIsR�f .8 6 G�� 121 12S ,20 oW 100 102 118 103 133 192 - 711 100 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE J 71s 33 10 111 Zhf O O 121 108 � c P /a..o�1G 8 - 1 - ._LJ "`l - ,, ,,v� 122 1 ^�'� ��$J 118"- 1 s 5 HORIZONTAL SECTION EXAMPLE ` 115 100 _ - - 1t2 - -_ - oU _ ,� _ - - - - - HORIZONTAL SECTION 117 1.081 i y t"-1:D81 EXAMPLE _ 1.202 ' - - 1.778 . . .1.778 5 - I 875. I+ 875 I 1.020 f+ - Y�.050 - 045 ,.�-.050 128 FRAMEN 1�SIDE RAIL, 1�ASTRAGALXO 1.993 1.093 1.874 _ j RAIL LATCH ADAPTER ' L 1+-.062 .082 -+►I .062 PRODUCTREVISED BOX SCREEN BOX SCREEN BOX SCREEN Bul d,ng Condowith the Florida 108 TOP RAIL dot BOTTOM RAIL 102 SIDE RAIL 1.435 NOA-No. 17.0420.07 r-•725 Expiration Date 04/21/2021 ter 785 782 OR .040 Dy 776 114 1.020- I-�— 1.693 -- 1 373(+— :t.R& -.082 Mi Dad rod on rol 101 - - - - 723 SCREEN VINYL 72a FRAME SILL 2 "Ort[�e 1.872 7— •W3 i OASTRAGAL OSCREEN j 055 1.83T RO- ADAPTER ADD-ON 0 OL 2 SCREEN - 104SCREEN 7o30XOBOX BOX BOX SCREEN _ INTERLOCK _ SNAP-ON ASTRAGAL BUG FLAP ADAPTER . VERTICAL SECTION VERTICAL SECTION Q41Y EXAMPLE EXAMPLE NOTES: - _ ``` 0 .....•.. -'111 Z� L308 -�{1.487 . ' ' 1)ALLDIMENSIONS IN INCHES. Q� 1065 No.68705 1510 A VINYL SLIDING GLASS DOOR (NI) „ .. 10/06/16 o 0 SCREEN DETAILS _ m' J ROSOWSKI ��0�:• Ir ��.: I OASTRBOX SCREEN BOX SCREEN 8OX SCREEN HEAD toe for Toe AND JAMB ADD-ON coPrnroMo2mr PGTmousrFaBs wa NO CHANGES THIS SHEET. 04/05/17 '��iS '•��RIDM1,.• AGAL - OSILLADD-ON AILRIGFR8RE5ERYfD is/O ADAPTER 1070 TECHNOLOGY DR /J� , lit �tt� N.VENICE,FL 34275 (941)-480-1800 A LYNN HOLLER P.E _ .GF; TH.a20M [SGD-5470 NTS 120 OF 21 MD-5470.0 l A A P•Ek 58705 f TABLE C: TABLE D:BOX SCREEN # Part# Description Matodal # Part# Description Material W Parol Deszriptlon Material 1 19001 2-Rack Head/Jamb Rigid PVC 40 19081 90'Comer Astragal Cep-Ext - Rigid PVC 100 12256 Bcy,Svocn T=A Rao 6083 TS Al 2 19002 2-'hack SBI Rigid PVC, 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bcitcm Rail :163 T5 Al. 3 19025 3-Track Hoed/Jamb Rigid PVC, - 42 19085 Sill Riser-(2-112") 8083.16 Alum 102 12WO - Bax Scisan Side Rall 696375 AI 4 19028 3•Ttack Slit Rigid PVC 43 190M SiO Riser-(3-10) 60133-78 Alum, 103 8442D Bax Screen Intedcei- WW 78 Al 5 19027 4-Track Head/Jamb Rigid PVC 44 19MA Sill Riser-(4-1/181). 6083.70 Alum. 104 17347A Box Scream Snap-on Bug Rep6083 79 AI 8 19028 4-Track SOI Rigid PVC 45 19024A 8111 Riser-(4-8/8") 6083.76 Alum. 105 64245 Bax Screen Om Astragal Adapter 8083 76 AI 7 19008 Frame Screw Cover Rigid PVC 50 71MOW .187'x.320'Finseal(Stile) 100 17349 Box Screen Astragal Adapter. WW 76 Al B 19031 Anchor Plate 600378 Alum -51 71696K 1-1/7 x V x 314'Fin Seal Dust Plug,. 107 103y Box Screen Frame Sill Add-on W63 TB AI 9 19007 Track Insert 6083.76 Alum. 52 71898 Dust Plug 108 18038 Box Screen HeedlJamb Add•cn 6063T6 Al - 10 19084 Interlock Cap-Extended Pocket Rigid PVC 60 419041 Interlock C30 Cofer PVC 109 72DXlX #14.20 x 1'FAS @ Top Raz SS 11 19038 Bottom Rail Support 6063-Tit Alum. 61 78163X Tandem Roller Assembly SS 110 720X112X 7140 x 1-11s'MS @ Bottom Rol -`:S' 12 19008A Outer SOI Cater 6063.76 Alum. 82 78163N Tandem Roller Assembly Nylon 111 717936 Warp,.Z70r x.160'•Fin Seal 13' 19011 SIB Track Cofer Rigid PVC 63 78X1SFPTX 98 x 314'Ph.FH SMS @ Roller&Relnf. SS 112. 618WK Wetp,.197"x.500'@ Bug Flap 17 19032 P-Hook Adapter 6063-TO Alum. 64 419042 From Header Block Nylon 113 7SRA7Standard Roller *vfen 18 19020 P-Hook 6063-T6 Alum. 85 48062 Roller Adj.Hole Plug PVC 114 7SRAX HDRoIIeT SS 18 19047M Extended Keeper 6063-Tit Alum. Be 44385 4 Hole Bumper Stop PVC 116 !cries Boman L.—Mr-9 Hard•;are Steel 2D 19029M• Keeper 606376 Alum. 67 7OX114FPTX #6 x 1-1/4'Ph.FH SMS @Bumper Stop Sit •116 41905? Screen Keeper Sisal 21 19014 Reinforcement Bet Oowr Rigid PVC 68 716966 Sill Plug PVC 117 76XIPPA #8x i'Ph.PH SMS Steal 22 19030 Reinforcement Bar eW5 T5 Alum. 69 78185X Gemini Mortise Lock w/loeg Tdm plate SteeYSS 118 ISM314 Semen Spline•.1W,&.168 Vrnyl 23 10037M Fixed Panel Clip 6083 Te Alum 70 71032X1 FPFX 10.32 x V Ph.FH MS @ Look Se 119 1816010 Scrvrien Goth Ft: leas . 24 18035M lReinflorooment Plate 0063-70 Alum. 71 wiles Handle Kit Cast Zino TABLE E:STANDARD SCREEN 26 18017M Top Rog,Bottom Ralf and Locketite e005-T6 Alum 76 Kommerling 48G TPS Spacer System # Part# Description Material 28 19048 Reinforcement Composite 76 Quanex SuperSpacer nXrwith Hot Melt Butyl 10fSee Shoat 27 19016M interlock.300 Reinforcement,Std. 6005-T5 Alum Materials 77 Quanex Dureseal ia 120 12033 Semen Frame Reil - 6063 T5 AI - la 121 12026A Screen Frame-Side Rall(Latch) 6083 T5 AI 28 MUM interlock.400 Reinforcement,HD 8005-T6 Alum. 78 CamBnal XL Edge Spacer 29 19019M Astragal Reinforcement 6005-T5 Alum. 78 Dow Coming 995 or GE-WW BackbaddfiV SBlcons 121 853K Screen OXO Aatregel Adapter R1gl T6 C 30 18083 Extended Pocket interlock Adaptor 6063-78 Alum 62 19044 1-1118"Beveled Bead Rigid PVC 123 9012 Screen Vinyl r etmget Adapter 8M PVC 31 19005 Interlock Adeptor Rigid PVC 83 19046 14116'Ogea Bead Rigid PVC 124 190125 Frame SIB Screen Add. BO83 To Al 32 18008 Astragal Add-on Rfgld PVC B8 71726K Setting Block 1'x 4"x 1116,85+1-5 duro. Neoprene 125 eFP95K Bug Flap,05+/-5 dura. Vinyl 33 180X74 Panal Stile,Top/Bottom Rail Rigid PVC 90 781PSTX #8 x 1"Ph PH SIMS @ Frame Assembly 55 128 78X112027' #8 x r Key Ph. el SMS Assembly (standard) Sl 34 19040 interior Jamb Cover e063-T6 Alum. 91 TW14PHPT41OX #8 x 1-114"Ph.PH SMS @ Relnt Bar SS 127 122 7S Comer Key Wheel Assembly(Sterldard) Ion 35 18076 136'ComerAstmgal 8083-78 Alum. 92 710X1PHPTiB-8X #10 x i'Ph.PH SMS @ Rail Support SS 128 71varies Comer Key Wheel Hardware Assembly(HD) 33 30 16077 136'ComwrAstragal Passhe Mount 8063-78 Alum 93 71OX115PPX #lox 1.1/2'Ph.PH SMS @ Fxd.Pnl.Cifp 8S 129 varies Screen Locking Hetdxrato Steel 37 19079 136'Comer Astragal Cap-Ext. Rigid PVC 94 MlOx2'Ph.FHSMS@Keeber #10 x 2-1/Y Ph.PH SMS @ Relnt Plate/Ast. us i30 710X34PPSDAX #10x314'Ph,H SMS @ Door As Act. SS 38 18080 136'Comer Astragal Cep-Int Rigid PVC 95 !112 X 2-114"•Ph.PH SMS @ Hdr.Block SS 131 78X72PPSMSX #8 z 1!Y Ph.PH SMS(�DoerAat. Sit 39 19078 901 Comer Astragal 6083-T6 Alum. 06 #10 x 1.314"Ph.FH SMS @Ast.Mount 85 132 1692/314 Screen Cloth -.146" Vinyl 97 #10 x 3/4"Ph.PH SMS @ Ext.PkL Ind. 66 133 1818020 Screen Goth Fllxsrgless 98 #10 x 2"Ph.FH SMS @Keeper SS PRODUCT gREVISED t 1 t C r 1 11 r r aa�tiai ypttoadowith the Florida ��. Y LY NOA-No. 17-0420.07N••• •�.N��l Expiration Data 04/2112021 •'' 1,iCEN F•.,•��� ' VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 Br No.58705 Miam Dade o uc Contra PARTS LIST b J ROSOWSKI COPYRIONT02017 PGTINDUSTRIES,INC. r$ NO CHANGES THIS SHEET. ��04/05/17 �;FiP''• ollroa,,.• ��`. NOTES: 1070 TECHNOLOALL RIGHTS GY DR �� 'S;�NALrENG`�` 1)ITEMS#14-16,46-49,53-59,72-74,80,81,84,85,87-89,98&99 ARE NOT N.VENICE,FL 34275 USED AND ARE NOT PART OF THIS APPROVAL. (941}480-1800 SGD 5470 NTS 21 OF 21 � MD-5470.0 #4 A A LYNN MILLER,P.E. CERT.OFA a7BR9a P.E#t,8705