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RECEIVED JUL S - 1019 MIAM EME Permitting Department ` ESt. Wde County DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ' FILE K'opy - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (780 315-2590� ` F (786) 315-2599 PGT Industries, Inc. SCANNED 1070 Technology Drive, , .North Venice', FL 34275 8 B� SCOPE: - - , — — St. Lucie Coup tv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - ` Product Control Section' to be usedin Miami Dade County and other areas where allowed ey the Authority Having Jurisdictioni(AHJ).• "' This NOA shill not be valid after the'expiration daie'staied below. The Miami -Dade County Product Control Section, (In Miami Dade County) and/or the AHJ (in arcas'oiher•tfian,Miami Dadc'County) reserve the right i ,,to;bave this,product or ,material tested for quality assurance purposes. If this product or material fails to :Inperform 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, itis 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, k'V,,has been designed to:comply, with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION. Series "CA;5540 di tsAn'g PVC Casement Window-L.M.L APPROVAL DOCUMENT: Drawing No, MD-5540C 0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11:of I i, dated 09/09114, with revision B,dated 05/15117, prepared by manufacturer, signed 11 and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and ezpi ation,date by the Miami -Dade County Product Control Section ' MISSILE IMPACT RATING Large,and SmaILl�Lsstle Impact Resistant t t i . ,. t LABELING ,Each,umt shall bear,a. permaneat ;label with the manufactureesiname or logo, city, state, iriodel%series,'and' following statement "Miami -Dade -County Product-Control,Approved", unless otherwise noted herein. r". .. M,i , `?C,; f oi'n AENEWAL:of this NOA shall be: considered• after. a,renewal application has been filed and there has been no change of this product. TERMINATION of;this NOA will occur after. the -expiration 4ate or if there has been a revision or change in the materials; use, and/or manufacture,of the producviirjprocess.;Misuse of this NOA as an endorsement of any product,;for sales,•-advertising;oi any other�purposes'shall automatically terminate this NOA. Failure to comply with any section of thi§ NOA shall be cause for termination and removal of NOA. , rL ,:...i 1 >. r 1, .. 15 iJ 4,,,, , P.. •, , ? � i .e. ,:. 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 a>ry_portion of the NOA is displayed then it shall be done in its entirety. ; , f. , �} ; • ,.,, 5.:.1 INSPECTION: A copy. of this. entire-NOA-shall,be provided to, the user; by. the manufacturer or its dtsfnbutors and shall be available for inspection.at the job site,at the requestiof,the Building Official. This NOA revises NOA#.16 0714:11' and consists of this pageiliand.evidence pages.E71 and E-2, as well as -i approval -document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. .,„ MIAMIDADECOUNr.Y �!6'17 NOA No.17-0614.16 Expiration Date: Septemberl7, 2020 Approval Date: September 14, 2017 Page 1 INSTALLATION 2X WOCD FRAME Od9UCXSTRIP, SEE -- - INSTALLATION OPTION 2-- --` INSTALLATION OPTION OPTIONi NOTE 2, THIS SHEET. ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO CONCRET DCMU. SUCKSTRIP INTO CONCRETEKTAU. ANCHORED THROUGH SEE NOTE 2, THIS SHEET. FRAME IM02X WOOD FRAMEORBUCKSTRIP. SEE NOTE Z, THISSKEET.G� _ - I/4'MA%SHIM EMSEOMENT -BEE SHEET5108H FOR HARDWARE MAX 114•� +{ I 1 IF^ EMBEDMENT FLANGE 1EMBED�MENT � - BB 4 I • - S�MWIE•1 - 1��� •• DIST GE ❑ �1M•MAX. SHIM DISTANCE • • •.• ••-t- o B A _ - TYP.ANLHORTVPE �,•� ' 10 & 11 FOR I-IMMARE BUCK VISIBLE HEIGHT LIGHT HEIGHT HD REINF. EXTERIOR SEESHEETB EGUAL4.EGIBOX INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICUU. EDGE DISTANCE PER SUBSTRATE,SEE TABLE 2, SHEET 2. -SEE TABLE 2. SMEET 2. FLANGE i6 ZJ� VISIBLE LIGNf VADTH +{ ULEXT EAI R (LOCKJAMB) FRAME HD REINF. EQUAL -SHOWN JVL LEMOX FRAME ❑ - NOTES: BUCK WB)TH sHHo I)UsEONLY - - HORIZONTAL SECTION A -A QO� SUSSTRATE•APPRDPRIATE- SHOWNWRTIHEAWAUTYSASH, -ANCHOMUSTEDONTABLE2, HINGESRONFORCENENT GETS SHEET 2'FOLLOW EMBEDMENTAND FOR , EDGEDISTANCEUMIT9.'ANY DADS APPROVED MULLION, FBC COMPLIANTALUMINUM/STEEL FRAMING ORSTF Nam INSTALLATIONOPTIONBHOWNMAY MAYBEVERTICAL ORHORIZONTAL. SEE SUBSTRATEPROPERTESTA 2,43 5 - SEUSEDONANYSIDEOFTHE 114•MA%. 10 U WINDOW. SHIM JI 1%a•MA%SMI 0 STD, REINF, 2)MASONRYANCHORSMAYBEUSED INTO WOOD AS PER TABLE 2 SHEET STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN HINGE S REINFORCEMENT. 1-112-THICKARETOBECONSIDERED (ALLSIDES) 1XINSTALLATIONS.IXWODDBUCKSAREOPTIONALIFUNRISINSTALIEDR HARDWARE DIRECTLYTOSUSSTRAMM00 BUCKS DEPICTED AS Z(ARE 1-10 CHORTHICKORGREATERIXAHO2 EOMENT Ffl BUCKS(YMENUSED)SHALLBE PROPERLYTRANSFERLOADSTO FLANGEEQUAL FRAMELOW=momE, DGEDESIGNEDANDSECUREDTO EPER EXTERIOR SEEDESIGN AND INSTALLATION ISTHE _HEET2. ARD _RESPONSIBRRYOFTHEENGINEER =JAND EDGE DISTANCE PER OR ARCHITECT OF. RECORD.-4.0 _ SUOSTRATE,SEETABLE$SHEET2. - - - - - I I EKTERIOR NNSATATION INSTALLATION -1/4•MAX.SHIM 3)VISIBLELIGHTWIDTHORHEIOHT- (ALSO REFERREDTOASDAYLIGHi OPTIO - N4 V OPTION4 _ OPENING)ISMEASUREDFROM ANCHOREDTHROUGH ANCHOREOTHROUGH BEADING TO BEADING } FRAME INTO METAL FRAME INTO METAL ABEDMENT - - - - - VINYL CASEMENT WINDOW NOA (LM) 8 91917 EDGE DISTANCE VISIBLE LIGHT FORMULAS FLANGE&EQUAL-LEG/BOX FRAME$ 1m* JROSOWI XEIONT: BOOK HEIGHT-B314• UMHEIIT-Tty 1070 TECHNOLOGY DRIVE I N05115/17-JR-NO CHANGES THIS SHEET. N. VENICE, FL 34275 e L+ (941)480.180D CA5540 x NTS � 30F11 sz" MD-: TYP.ANCHORTYPE. EMSEOMENTAND TEDGE DISTANCE PER SUBSTRATE, SEE TABLE2,SHEET2. (HINGE JAMB) ODUCTRSVISBD wmylyi�wBNtEe FI4XAa w�w�Ta4/ 7 .I(o • gimb Dam mu Pwdet QNY L..YV4f SN: uCENSE •:C : �.: No. SB705 - `.. BT F.• 111ONALIENG�` ALVNN MBLER PE P.Ep 5918E __ INSTALLATION OPTION 6 - INSTALLATION OPTION 5 INSTALLATION OPTION S ANCHORED THROUGH FRAME INTO ANCHORED THROUGH WTEGRPL FOJ ANCHOREDTHROUGH 1/4-MAX. SHIM 2X WOOD FRAME OR SUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. I 1/4•MAX.SHBA INTEGR FININT02XWOOD EDGEDISTANCE --�{ SEENOTELTHISSHEET. SEE NOTE 2• THIS SHEET. I r Imo— EDGE DISTANCE FRAMEORBUCKSTRIP.SEE f" EMBEDMENT NOTE 2. THIS SHEET. SEE SHEETS 10811 TYP.ANCHOR FOR MAROWARE - - VEDGETANCE TYPE,EMBEDEDGEANDEEGE 80 '-' 3.LCHANNmFRAM5 g BISTMTE gEE OSTANCEPER 68OT�SHOWNTBLE 3, SHEET 2. �n c n �Gnl l /...:SHIM ' TYP,ANCHOR TYPE, EMBEDMENT EMBEDMENT 15 QUO ANDEDGEDISTANCEPER❑O SUBSTRAM SEE TABLE3,SHEET2, L 6 (NNL SHOWN) SEESHEETS INTEGRAL TYP.ANCHORTYPE- . 10a 11 FOR PIN EMBEOME PER SUSOGE o 63 FRAME DISTANCE 3. SHEESTRATE, HARDWARE 11 Q 1 11 82 SHOWN SEE TABLE 3, SHEET 2. HD REWF. O 85 FRAME 15 HDREINF. MSIBLELIGHTWDTH EXTERIOR NOTES: SHOWN BUCK W DTH ❑�D ANCHORS ESTEDONTABE _ HORIZONTAL SECTION GC ANCHORS LISTEDONEMBEDS 2 MENT SHOWN WITH HEAVY-0M SASH, QOO A,DSHEET ZDGE FOLLOWEMBEOMENT HINGE 8 REINFORCEMENT AND EDGE DISTANCE MMRS 0.1E SEESHEEIS INSTALLATION MAYBEUSEDOPTION ANYSIHEWN My DE BE VERTICAL MULLION NTAL.DC SEE ANT SUBSTRATE PROTEFIFR,MANGERS 3. SHEET MSIBLE THEWUSED ON ANY SIDEOF MAYBE VERNCAL ORNOftILOMAL SEE SUBSTRATE PROPERTIES TABLES 2839HEET2. - BUCK HARDWAOR RE HEIGHT LIGHT HARDWARE THE WNpOW. HEIGHT 5 USED INTO WOO AS Q USED INTO WOOD AS PER TABLE 2. 10 O SHEETILALLWOODBUCKSLESS 1/4•MAX.SHIM �1 I� 1/4'MAX STD. REINF. THAN 1-1/2' THICK ARE TO BE SHIM CONSIDERED 1X INSTALLATIONS. I STANDARD SASH RAIL IX WOOD BUCKS ARE OPTIONAL IF 72 HINGEBREINFORCEMENT, UNNISINSTALLEDDIRECTLY70 O~o 0 WO 87 (ALL SIDES) SUBSTRATE.ODBUCKS gEE SHEETS 10811 OEf'ICTED AS 2%ARE t-1/YIHICK FOR HARDWARE ORGREATERAXAN02XBUCK5 Q TYP. ANCHOR 11 O (MMENUSED)SHALLBEDESIGNEED Q TYPE, EMBEDMENT Q HDREINF. Q AND SECURED TO PROPERLY- AND EDGE MODUCTREVS EXTERIOR TRANSFER LOADS TO THE DISTANCE PER mmmq' wJb IB4 FlaNA STRUCTURE. WOOD BUCK DESIGN SUBSTRATE.SEE PIN ANDIOR ymg ANDWSTALLATIONISTHE TABLES283• FLANGEMAYBE BuiNuM Cade SHEETS RESPONSIBILRY OFTHE O�� SHEET2 O Aaeplmm No1�D(PIQ-•J� ENOWEET4ILRYOFTECTOF REMOVED INiIELD 6 emien Ml 10811 FOR . INTEGRALF21 EXTERIOR RECORDICE 8T HARDWARE 40�� FRAME SHOWN � ff11 NOrN � 3)VISIBLEUGHTWDTHOR INSTALLATION V INSTALLATION INTEGRAL HEIGHT(ALSOREFERREDTOAS 1L111u11/ FIN❑� r1/4•M,X gHIM OAYUGHTOPENING)ISMFASURED OPTION OPTIONS FRAME SHOWN / FROMBEADINGTOBEADINO. ANCHOREDTHROUGH ANCHORED THROUGH �YNN aONY:q�//�� FRAME IWO METAL FRAMEINTOMETAL � '�.:'UCENS�•;�(/-i EDGE t INSTALLATION DISTANCE VISIBLE LIGHT FORMULAS VINYL CASEMENT WINDOW NOA(LM) 89/9/14 =*: No. 587D5 •: *% OPTION WDTH: BUCK WOTH-saki• HEIGHT: BUCK MIGHT.B3td' " ANCHOREDTHROUGH 8 J-CHANNEL & INTEGRAL FIN FRAMES % J ROSOWSKI - INTEGRk FINDFRA FORNTO � EMBEDMENT PUT SOT'•- STA E F (O; WOOD FRAME OR 7YP. ANCHOR TYPE, EMBEDMENT lC '°60RIDP.:'G�C��� BucKSTIS SHEET. VERTICAL SECTION D-D- SOTE 2. UBSTRATE, SEE TAB% a. SHEET 2. 1070TECHNOLOGY DRIVE m05115117-JR-NO CHANGES THIS SHEET. SHOWN WTn HEAVY-DUTY SISN. (SCREW SHOWN) COPYRIGHT02017 N: VENICE, FL 34276 ' p HINGE & REINFORCEMENT PW INDUSTRIES, INC. A LYNN WLLER. RE. ALLRIGHTSRESER' E' (941}480-1600 CA-5540 N NTS N 40F 11 a MD-5540C.0 �= B PF v ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) (EQUAL LEGIBOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A)INDMDUAL - COMPONENTS: 5540SERIESCASEMENTWNDOW - FRAME ASSEMBLY TUBEMIULL 5540 SERIES CASEMENT / \ WINDOW MAXIMUM DESIGN PREGSUREWHEN 1 UEMBLY UBMU 1 FRAME ASSEMBLYTUEEOAULL SEE NOTE 2 +(-70.0 PSF B) COMBINED COMPONENTS: e'MAX-SEENOTE3.MlSSHEET 4'MAX AOORIONALWLUONANCHOR P MAX. -�i /SEENOTE3,THISSHEET 7I 63-MAX / E \ FGPT�\ \ E / \\ / OW ANCH ANCHOR ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (XI)(/0) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A- BW MAX FOR FI)iED CASEMENT A)INDIVIDUAL A 4PMAX.FORCASEMENT B)COMSINEO. A- 0-MAX:FORAWNINO COMPONENTS: 5540SERIES -COMPONENTS: AWNIND —I��� WMOOW �/\ �J A i FRAME / \ ASSEMBLY TUSEIM U. F�-- 95405ERES 127-1/4'MAXCASEMENTWNWW�'� Ell � Gf FRAME ASSEMBLY TUBEIMULLl� VERTICAL YRNWW SECTION FF y ANCHOR L 4•. NBN.O tOXBN' SMS 1TMAXO.C.THROUGH 4' MAX INSTALLATION HOLES, — SEE WINDOWS APPROVALFOR ANCHOR INFO. 127-114-MAX ADDITIONAL MULLION ANCHOR SEE NOTE 3, THISSHEET 1 VERYCAL SECTION GG 5540 SERIES FIXE 5%DSM ES //' RIOR \t✓ WINDOW / B'MAX, MIN.F 10X3/4'SM9®iT SEE NOTES. SEE NOTE3. INSTALLNNXO.C.THROUGH ATION HOLES, SEE- 'UNDERSEPARATEAPPROVAL WMDOWSAPPROVALFOR ANCHOR INFO. FRAME ASSEMBLY TUBHMULL NOTES, ALSO SEE NEXT SHEET: 1) DRAW WGB SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON W WDOW SM. TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING ME GUIDELINES OF THIS SHEET. TO THE FRAME ASSEMBLY TUSENIULL, IN ANY WINDOWG INDIVIDUAL APPROVAL FOR ANMCII FRAME ASSEMBLY TUBHMULL APPLIES TO THE OR C) HORISONTAL SECTION E-E: 3) FOR ALL COMBINATION UNITS, ADOITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES. AS SHOWN ON SHALLOW. FLUSH QAP THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMSLYTUSEMNLLWHEN USING FIANGE OR EQUAL-EG9D%FRAMES. FORFINORU HANNELFRN4ES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET& - 5540SERES 554)SERIES CASEMENT CASEMENT 4) FOR FLANGE OR EQUAL-LEMOXFRAMES, ME FRAME ASSEMBLYRIBE TO BE FASTENED TO 1AMOW,AS SHOWN IN DETAIW.WITM MIN, DIDX SIP WINDOW - WINDOW - SHEET METAL SCREWS. USE THE GAME SPACING AND QUANTITY AS THE WINDOWINSTALLATION ANCHORS GIVEN WTHAT PROOUCTSAPPROVAL, UP TO iT MAX O.C. ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLYTIIBE IS NOT REQUIRED TO BE CLIPPED TO THE SUB3IRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. II :ASSEMBLYTUBERAULLJT 'k_MIN.OtO%3rPEMS®1T; MAXO.C.THROUGH DEEP. FLUSH CAP INSTALLATION HOLES, SEE EMERY WINDOWSAPPROVALFOR SEESHEETSFORFRAME 5 ANCHORINFO. ASSEMBLYTUBEMUWON DETAILS 5)THEFRAMEASSEMBLYTUBEiMULLMAY NOT EXCEED BY IN LENGTH OR BE USED IN TEE OR CROW CONFIGURATIONS. TWCADJACENTWNDOWS MAY NOT EXCEED ATOTAL OF 127414-IN WIDTH OR HEIGHT. FROM WINDOW SUCKTO WINDOW BUCK INCLUDWOTHEFRNAEASSEMSLYTUBE/MVLLYAOTH. 6)SHEETS&6REFERTOUNCUPPEOMUWON FOR I I `yam. l— VINYL OABEMENT WINDOW NOA (LM) TSSEMUWON UNOERSED MULLION ASSEMBLIES P FRAME ASSEMBLY TUBE DETAILS A -OGY DRIVE I0511S"7-JR-NO CHANGES THIS SHEET. 34275 e CA-5540 .$ NTS : 6OF11 I&I MD-5640C.0 554USERES AWNING WINOCW (SILL) SHALLOW,FLUSHCAP FRAME ASSEMBLY TUBEIMULL B54D SERIES CASEMENT WINDOW - (HEAD) 5540 SERIES CASEMENT _ WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBEIMULL 5540 SERIES * N.. 58705 -ro 4; 'O�tCs' ...(ORIDP.. G=�` .S�ONAL EN.Y�• ' rr 111)11) 0. LYNN MLLER PE ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 7 ADDMONAL GROUP F WNDOWMCHOR WNDOWS.SEALMTH ANCHORS THROUGH THE END CAP. SEENOM2,SHEETS_\ SILICONE. J C— SIDE VIEW ES FOR FRAME ASSEMBLYWDE END CAP: — _ .1 FROM VIEW -PLIES TO FIN OR JCHANNEL FRAMES. :OUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 1 WNDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE. SEE SHEET B. ID CAP MAY REQUIRE INFELD TRIMMING. STANDARD LENGTH IS le. 1250' REMOVE FOR 1.814- +J4 1A74' A '�1• �- FIN APPUQAnONS OP 3150' 3TT .B2T r -� A40' 060' SHALLOW, 0W DEEP, FL� JOSS 91 CAP. PVC OCAP, WD — -�.Sor I EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR FRANEASSEMBLYTUBE FRAME ASSEMBLY B3 ENO CAP. PVC TUBE, ALUM 8005-T5 N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WRH MORE THAN UNITS USE CLIPPED, TUBE MUWON UNDER SEPARATE APPROVAL 1-1/4' B1-ik'MAX T y\ P y\ y\ 6i (\ iGbE r �1 — 40- WX r-- E. TASE 1 p 1.11P jr 20RMOREWNDOWSWITH VERTICAL FRAME ASSEMBLYNBEMIULL MAX L ]-T (4 WNDOWSMAX.) L \ T BY `6 MAX IX. 1 A cs� cu +n• fASE I+— 127-1K'AVJC 2553/4'MgX. 20R MORE WNOOW3 MTH VERRCAL FAAME ASSEMBLYTUBEMIUIL VARIOUS WNDOW TYPES AND SMES (d WINDOWS MAX) T� MAX li L' 2553J A� MAX 11]-1/4' use. 20RMORE WND0M(4 WNDOWS MAIL) WTH HORIZONTAL FRAME ASSEMGLYTUBFIMULL M 53- MAX FOR FLYED CASEMENT A-d0-MAX FOR CASEMENT A yi A=A(„MdV CIAOENMIYtI 2OR MORE W NDOWS (4 WNDOWIMNL)MTH HORIZONTAL FRAME ASSEMBLYTUBE/MULL VARIOUS W NDOW TYPES AND SIZES. 'UNDER SEPARAMAPPROVAL VINYL CASEMENT WINDOW NOA (LM) I22`I 9/9114 191 FRAME ASSEMBLY TUBE DETAILS B le8IJROSOWSKII 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 N NTS I 6OF11 9z MD-5540C.0 -�{ 7I8"NOM ---I T/B•NOM. � � T/B•NOM r �-{ )1E•NOM r 5/16" A/A PVB 5H6' A/A PVB 5/16' AIA PVB 5/16' A/A PVB 7/16-AIR SPACE 7I76' AIR SPACE 3/8' AIR SPACE 3/8' AIR SPACE PU600=RAwVlSW 1/8'AGLASS 1/8'T GLASSLlA8A mOe106N➢ siw <JRIOR aMERIOR aEMERIOR <]EXERIOR � +1 No-Or.14 14 100.103 100.103 100.103 100.103 Pei .' tretuctCmvo GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 m 05115117-JR-NO - p CHANGES THIS SHEE �{ 718-NOM. +{ 7IB•N 7/8•N 7/9"NOM. I I Y m 5/16' HM SG 5/16° HM SG 5116" HM 9G 5/18' HMSO O1 3 7/16' AIR SPACE 7/16' AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE } � R q 1/8"AGLAS9 1/e'TGLASS 3116'AGLASS 3/16'TGLASS p@ a EXTERIOR `]EXTERIOR EXTERIOR 16aEMEMOR 0 S Q B 100.1IXi 100.103 10P703 100.103 0� O GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 3 O z 3 �{ I T/8•NOM. I I 7l9•NOM. +{ T/8•NON. I +{ 7v OM. ®€ 2 N 7/16-AIA SG 7/16-A/ASG 7/16'A/A SG 7/16-AIASG o `� 5116"AIRSPACE 5/16'AIRSPACE 1/4'AIR SPACE 1/4"AIRSPACE O Z 1/8"A GLASS 1/8"TGLAS9 3/16'AGLASS 3/16"TGLASS a EXTERIOR aE)OERIOR aEXTERIOR aEXiERIOR > wu CO mew 100-103 10P103 100.103 100-103 ."doNLYN1 Y . ........... �1GENSP 77p N �'4'P GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 GLALNG NOTES: ¢; No.58705 •A•=ANNEALED W HEATSTRENGTHENED - •, *^—� T-TEMPERED � `q •PVB••.000•TROSIFOL®PVB BYXURARAYAMERICAWG 'S0•=.080'SENTRYGLAS®INTERLAYER BV NURARAY ' GIASSTYPESBTHROUGH 16 MAY NOT BE USED ilM 'GLASS TYPE99, T, B. 11, 13 915 MAY NOT BEUSED IN -0'•, ��-' ,��5 ,'�S7ANAL A l�,J O..OP"(0��` <i AMERICA INC. JC NEL OR INIEGRN. • FIN FRAMES THE MVIQ ABOVE30. • "771I11I S'N \`` 1) FOR LAMINATEDGLAZINGCOMPONENTS,METABLE 1.SM ET2. 11111` 2) SEE TYPICAL OLAZINO DETAR ON SHEET2. aLYNNMOLER IL P.EAM705 P.E 1 01 6 MA)(. JAMBO.C.SPAONGIF ANCHOMNGTHROUGHTHEFRAMEPEfl ;MAILO LSPAOxGOANOIORING SHOTS3&4 - THROUGH THE INTEGPALFIN PER SHEET4 APPUESTD0,CORDANCHORS APPUESTD FANCHORS (METASIEI) (SEETABLE3) ]26T 4' S MAA.JAMSO.GSPAONGIF MOLO.LSPACINGIFANCHORING ANCHORINGTNROUGHTHEFRAMEPER THROUGHTHEINTEGRALRNPERSHEET4 SHFETS3&4 APPUESVII.CORDANCHORS APPUESTO FANCNORS (SEETASEE]) (SEETAII 3) f01A53 TYPES S. T• B, 1T. 13 G15P 4=NZ EE USEDN THE HVH2 ABOVE 30'. NOTES T) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLEYADTHORHEIGHT DIMENSION. NO. 5870• r VINYL CASEMENT WINDOW NOA(LM) g 9/SN4 = Rt (• Qom `* C DESIGN PRESSURE TABLES A &�JROSOWSKI �T 1w, Gp�•.. CETR.OF AUTH.8Y9E98 I 1070 TECHNOLOGY DRIVE G05115117-JR- NO CHANGES THIS SHE . .O..AL ... - coPVRIDHrozmT N. VENICE, FL 34275 s P al MGW STRIEB, INS As REseavED (841}480-1600 E CA•5540 ,� NTS � BOF 11 of MD-5540C.0 �z° B �M�LLER,PE LL wGHr 2.61� 2615• Fr�va WIpM 4h F.— My. 'WI M SnuEbn rO^1 • +Y ] il[OI+N O[P ] u 'd ' - - NLmPei4lT S I 2.563' � 2541' � - l6E]'bI.YY S VEM BOTTOM RNL EXTERIOR S 60 USED ON STD. VENT ONLY - 82 OR 80 If a Q 60SHOWN OUSEDONHDVENTONLY O qATTAC' FRAMEHJAMB O HD VENTRM O STANDARD vExr RAR ATTACHED TO Ir � TT '" FFJVJE JAMBL 62-' ATTACHEDTO �I —�-1 1.166' t160' *60 ' 24 VENT SIDE RAIL -- 45 / I 11--I}� 28 82 50 44 I t.5Z2 21 o O 53 S 1.622' .OT6• I .075• ®I L L FRAME SILL O 11 HDVENT 10 STANDARD V w 20 18 67 _ SREINFORCEMENf ORDNFORCEMENT EXTERIOR ATTACHED TO . ` O 0 FRAMB AMEJ ATTACHED TO (0) R5 O "" FRAME JAMB a� ATTACHED TOVEM 43 42 EXTERIOR SIDE RAIL 38 I TL V OOR 82 82SHOWN r 37 + 2534 ATTACHED TO 39 - FRAME JAM6 L MtOODCT REVISED ncompyiAgvilStlxFluNn .31P necepmmN,, -ou/4.T6 FRAME JAM6 HORIZONTAL HARDWARE SECTION�Sot B wl �Tu By. 03T --�- 1 FRAME SRL 1 FRPME SILL SIG GLAZING SE%TRUDED 6EAn SCREEN FRAME pratN Y LYN/y .. o♦ a0....... 41i 'l v'JCENSg'•. C� i F VINYL CASEMENT WINDOW NOA(LM) 919l14 tea. . No. SBTOS VERTICAL - VERTICAL & BOM & ASSEMBLY A S J ROSOWSKI HARDWARE HARDWARE NOTES: - LOCK JAMB HINGEJMIB CERT.0FAUTH.p29296 1760ME PARTS/OPIIONS NOT SHOWN FOR CLARRY. _ - COFMRIGHT02011 1070 TECHNOLOGY DRIVE t 05115/17 - JR - NO CHANGES THIS SHEET. 'ss/ONAL E�C`♦♦ POT INDUSTRIES,w,. N. VENICE, FL 34275 v 2) INTEGRAL FN FRAME SHOWN, PART lit. OTHER F TYPES APPLY. ALLRIGHTSRESERVED (941)480-1500 z CA-5540 N N7S r 100E 11 of MD-5540C.0 �z 9 aL>PEJS'E / Pan/ Deem Bon Material e 5 rclareal Fmn s PVC 2 Min Range, Frame PVC 3 820127 IMegml Rn F.M. PVC 4 5ID12B Equal leg/Box From PVC 5 mim SteMaM VIM Had PVC e e20173 No Vent Roil Pvc IS MISS StandI VIM Rdnke Marn(FWLerman) Alum. 60051 11 620164 HO VaM Rehbrcemanl Al lnnBth Alum. S005d5 15 STP247 WaalnemtriN 65 H-1 dua. Fine PVC 20 7024 MHIIPolntlock cSeem 21 7011 MM6Pdnt Lack Flat SuppolPlate CSteel 22 wdoe Wh ate To Bar cBtwl 23 m" Iw Barculde CSteel 24 PHI MUIMec4 Keeper cSteel 25 71M4MWWPFX, /iD2410116- PN. PH Mechim Straw SS 28 78)04PPTMIO 45 x 31C Phl. PH TA SS 27 78I1 AS 1-1?PH. PH Tek SS 28 =49/50 DyedOperator anamer.0<or=b24' UR CSteel 20 2024WV50% Died 0arrener Onencor wra 4 OV = M 2rl UR SS 30 20251/62 Owl Arm emipr da wM>24' l/R CSMN 31 20251ws2x Dial Ann color de wM>b1' L/R SS 32 7033 Dual Ann .W,Tmak SS 33 =41142 HD We Ann O radar. UR C Steel 34 20241w42X HD Duel Arm Oponflor, UR SS W moo H00 r4lm Tack S9 38 i031 Operator Backing Plot CSteel 37 2P153 mtM0a r 38 7030 OpmatorGuket WNte Neome 39 SMrEaM Honda CShot 40 TOM Fotdug Hsdb CSMeI 41 7010 T4imde Iwn c5teal 02 1B%t4PPMSX it x I PN. PH MaoNno So. SS 43 7SS34PFAX 0x So' Phil. PH SS 44 7101 0. 1•Phl. PH Tek SS 45 7MC7O3ZPOBH SW BMI UR CSteel 49 iiM0]032LfWRMX Bkw BrxkeLUR SS 47 20M HD Stud Bracket. nonAaMad CSwat 49 20243X HDSlud Bra"et rmMaided SS 40 73337WRH Bane.. Hungs,UR 'cSteel 60 T333Iln0aRHX Etres. NW, LAT BE 61 7373BWRH WaenMdotime, UR cSteel W ]3336IHX7BHX Wasnabla W a. VR Be 63 20]4W8 HO Weehatle W . UR c Steel 54 2CW45WB,X HD WBolaWnH aUR SS 55 ]20247la HD Washable HI Took. UR c s 56 120247W8X HD Washable W e Tm UR SS 57 7W04FPAX 41I.XVPN.FHwI #T Hpatl SS 5a 731877 0 for SOde Plasuc 60 73348 SnI Csteel 62 120258 HD Snubber Olooee171nc 63 7W02PPSMSX fill 1/d'PN. PH SS 54 =07 Aachorl-Wo PI PVC 12 M135 Iemi K3 (aaaln9 Head PVC' 74 SeekbInickno,DE 7700. Dow T91 Sdimna 78 71USN Saffng Book 1Wx I-x 1/8' 851/-5 dum. EPDM SO Blow Extended ScreenFmme- S4 47040 0cmen Comar Key— es 7CASPM wasionSafing ell 01816034 Smeen Coln 87 91895C24 .W S." Iro MacNro/Hsnd ROW BD fi2et6M Fmmo Aesmnbl Tuba Alum. 8006T5 91 8201]7 SlmSow, Fhrs G PVC B2 e20t7a dap, Pwn' PVC 83 S20192 Enna APeamtl Tune End Ca PVC EX]ERIOR L'> EMERIOR WELDS \ VENT ASSEMBLY -DETAIL SLOT CPIXTRUDED WEATHEIRSTRIP- I.3LII 219• IIIIII 1O J-CXANNEL FRAME - 0 COEXTEATHERUOEO VEATHERSTRIP 2. 400 .07E ,1 .07F 501 l IS o T7 ��II 0 318' J ]19' O3 INTEGRAL FIN FRAME OEOUALLEOMOXFRAME 3.50E CO -FM UDED 'REEN 7i1`X*L4L5LPL7 660' z6eF II VW — OFLANGE FRAME 34W j XTPtUDED ERSTAIP lM2.BB0' 7� DETAIL NOTES PRODUCE REVISED ae.pa,dllgq can B,e 1>mdd. NOT OHOVM ON SMwu' Code AmeldmmWl -4'014.1� DRAAMEPARTS/OPTIONS DRAV5N0 FORCLARItt. 8 Evrldm Dme %A2D 2) J4:WWNEL FRAME SHOWN, PART0I. OTHER FRAME I D> FRAME TYPES, PARTS/2-4,APPLV. 1 ASSEMBLY 31ITEMS 07-0. 12.14,16-19, 59, Bt, eS71, 73, DETAIL rll//r7 761 T9, 914139% 895941 ARE NOT USED 1 `111111 NY L1;N ANDARENOTPARTOFTHIS APPROVAL �xxa 41�77 . '�Y'UCEN@F'•,•((0t���i 41EluMGIPVCTOBEIABELEOFORAMN - EXotUDERWDE. ti VINYL CASEMENT WINDOW NOA (LM) $ 919114 * No. 58705 t *= BOM &ASSEMBLY B lid JROSOWSKI q ,7r'rS��NALIENG`5` coPYRICHrD2an 1070 TECHNOLOGY DRIVE S05/15/17-JR- a NO CHANGES THIS SHEET. PGFINDUVRIES11 ,INC. ALL RIGHTS RESERVED N. VENICE. FL 34276 (941}430-1600 CA-5540 , NTS 11 OF 11 az° MD-5540C.0 p:tt A.LYNNMRLLRP.E mpg RFclafleia ✓ lz Per, • 2910 M IAM I-DADE r� t MIAMI-DAb EM ' PRODUCT CONTROL SE L 7 ON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .mismidade.2ov/economy PGT Industries, Inc. SCANNED 1070 Technology Drive North Venice, FL 34275 BY. SCOPE: - , St. LucieCounty This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by 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 A$J (in areas other than Miami Dade County) reserve the right to have this product or material tested'for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense' of such testing and the AHJ may .immediately revoke, modify, or suspend the use of such -product or material within -their jurisdiction. RER reserves the right to revoke this acceptance, if it is.determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has•bcen designed,to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ; DESCRIPTION: Series "DH-5560". PVC Double Hung Window--�L.M.L, APPROVAL DOCUMENT: Drawing No. MD-DR5560-01 titled "Double Hung'Window Installation - LM", "sheets 1 through 14 of 14; dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed -by Anthony Lynn Miller, P.E, bearingahe Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by,the Miami -Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,,and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application, has been filed and there has been no change in the applicable building code negatively;affecting the performance of this. product. 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# 16-0714.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.10 MAMH=E COUNTY Expiration Date: September 17, 2020 IQ�27f (I Approval Date: November02,2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. _ A. _ DRAWINGS- -1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0812.04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation' - LM", " sheets 1 through 14 of 14, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ; '13" "TESTS 1., Test reports on: 1) Uniform Static Air Pressure Test. Loading per'FBC„ TAS 202-94 2) Large, Missile,Impact,Test per FBC, TAS 201-94 , 3) Cyclic. Wind Pressure,Loading per,FBC, TAS 203-94 along with marked -up drawings and installation,diagram of aTVC sliding glass door, a PVC fixcd., i ow. and an+aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, DuraseaV® spacer. system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated -glass, prepared -by Fenestration Testing Laboratory, " Inc.; Test Reports No., FTL-8717,: -FT1-8968--and FTL-8970,-dated-Il/16/15, - 06%07/16 and 06/02/16 respectively; all signed and sealed by'Idahnis Ortega; P.E. (Submitted tinderprevwurNOANor16-0714.09) sy ' 2.: • Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test; Loading;per FBC TAS 202-94 3),Water Resistance Test, per FBC, TA&202-94- 4) Forced Entry -Test, per'FBC 2411.3.2.1, and TAS 202-94. 5) Large Missile Impact Test per FBC, TAS 201-94' "" 6) Cyclic Wind Pressure Loading per FBC, TAS 203=941 along with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory,,Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis•Ortega, P.E. (Submitted • under NOA No. 15:-0812.04), ; 3. Test -reports on: 1) Uniform Static Air Pressure Test, Loading'per FBGTAS-202--94 2) Large Missile Impact.Test per FBC, TAS 201r 94 3) Cyclic. Wind Pressure Loading per. FBC, TAS 203=94 along with marked -up drawings and installation diagram of a series 5560 PVC double hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega; P.E. (Submitted under NOA No.15-0812.04) Manuel P r P.E. Product Contro E miner NOA No.17-0630.10 Expiration Date: September 17, M20 Approval Date; -14ovem6er 02, 2017 E-1 PGT Industries. Inc. - NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with-FBC 5th Edition (2014)�and FBC 6" Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed' by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0812.04) 2. Glazing complies with ASTM E1300-09 A D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNruvuiD) 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51" Edition (2014) and FBC 61" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. �'PManuel P E. Product Contr Exa in NOA No.17- 0.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-2 PGT Industries, Inc. NU.TICE.OF ACCEPTANCE: EVIDENCE SUBMITTED F. STA_T_E_MENTSLoNTMUED1-- 3. Proposal issued by Product Control, dated,8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E.,Supervisor, Product Control Section. , ,,(Submitted underNOA.No.15-0812.04) ; 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E.; t , - (Submitted under previous NOA Na 16-0714.09) G. OTHERS 1. Notice of Acceptance N45.16-0714.09,'issued to PGT Industries, Inc. for their Series "DH-5560" PVC Double Bung Window - L.M.I." approved on 08/25/16 and expiring on 09/17/20. v r r.- is �• .. � ' E-3 Manuel Per Product Control mi r NOA No. 1 10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 rM TABLE Ic MAXIMUM O.C. SPACING - H« 54' MAX, BUCK WIDTH B, SEE -r._ JP MAX D.D. 12'MN(.• 54`MAX.BUCKMDM SHEETS A, SEE TOP SM 90'MAX. O.G �-i __I 1ST 6HEET3� VISIBLE 1J_ . MAX BUCK WIDTH SHEET] ^^^�T�llT�� Bd33B• A, SEE _ 11GM WIDTH B.6EE 3B'MAX O.C:+ SHEET) - TOP B� SHEETS T' ESPA� VISIBLE �- HEIGHT h6EE EOVALLV / SEETAR ANCHORS LJpHF SEE TPI1lEA`�] / SPACED vl PER TABLES / HEIGHT —�— E6PACED1 ANCHORS PER i` TABLES Ml X /, .- - X ANT ORRSSP 11It X JV> T - -MAX. .. -� X 10-WXO.C. HEIGHT X DUCK ITMAX.O.C. 4. 4 J EDDMLY 13.SOr MAX O.C. TUALLY SASH 13� O.C. EQUALLY SPACED —L ANCHORS UGIHT T- ANCHORSPEft i ANCHORS / PERTABLES� %� TABLES BII' I &11 HEIGHT A TABLES&11 A 1' &1?MAX B �,_, NOANGHOR9AT 6&L B- NO M'CHOR9 AT 61LL B�__ 9EE 931 WEEP- SEESILL WEER NDTLH DETNLj BOTTOM SASH VISIBLE NOTCH DETAILS, -SIO:ET3 LIGNf WIDTH SHEETS .' DESIGN PRESSURE RATMO IMPACT RATING VARIES PER REINFORCEMENT LEVEL. SEE SHEETS 6.7 LARGE&SMALLMISSIGE IMPACT RESISTANT SHE SEE Ire BUCK WIDTH Imo - SEE 6HEET5 I low ET4 O,SEE-B83 —1r MAX. EET4 &HESEE r MALL �I SERE TAB�tEA / B2' X Bd MAIL HEIGHT 10'MAX.IO.C. BIGH pS6H WN - -1•JY_ HEIGHT 1 X 4 (mm.)' 1 MA1c.) J3.B0TMAYO.C. _SEE R 1y i 6HEE g J / C JA e88 6,?NAX �SDESUM�o-�--_. SEES&L WEO' NOTCHOETABS. 1-1/4` �{ NOTCHDETALLS. SHEET SHEET4 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5660 IMPACT RESISTANT DOUBLE HUNG WINDOW 76'HEIGHTSEETABLES6ll ISIMII-M ANCHOR DIMENSIONS FOROTHERCONFIGURATIONS) 1) THIS PRODUCT HAS BEEN DESIGNED& TESTEDTO COMPLYWTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDWGTHE HIGH VELOCITY HURRICANE ZONE(HVKZ). GENERAL NOTES.............................._. ...__1 2) SHUTTERS ARE NOTREOUIRED WHEN USED IN WINDAORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BETEMPERED. ._ 3) FOR MASONRYAPPUCATONS IN MIAMI-DACE COUNTY. USE ONLY MUMI-DARE COUNTYAPPROVED MASONRYANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, - ELEVATIONS.._._.............................._........„......1 ASTM C90 CONCRETE MASONRY UNITS MID CONCRETE MW MIN. NEI PERANCHORTYPE FRAME, ATASS &ANCHOR EQUAL UE__._..._..3 4) ALL WOOD SUM LESS MAN I-II2 THICK ARE TO M CONSIDERED IX INSTAUATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS INSTALATION.INTEGE&FlN& LC ANN- .4 DEPICTED AS 2X ARE 1-1Q'THICK OR GREATER. IXAND a BUM (WHEN USED SHALL BE DESIGNED AND SECLIMOTO PROPERLYTRANSFER LOAOSTO ME STRUCTURE. WOOD BUCK DESIGN GN IN.DETAINTEGRAL FlN&}CHPN.. 5 1 DESIGN N PRESSURES ......................................... 6 AND IHOR EMBEDMENT T RESPONSIBILITY OFME BEYOND OR STUCCO. USE (AORI. ANCHOPRE6SURE5_....... .......... 61 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHAG BE BEYOND WALL DRESSING STUCCO. USE ANCHORSOFSUFFICIENT YOME TO ACHIEVE REQUIRED MIN. EMBEDMENT. OFTHEINSTRUCTIONS. ANCHORS ..__•_........_. SHOVlO BE 6EALED.OVERALLSEAINGIFIASNINO STRATEGY FOR WATER RESISTANCE OFIN6TALLAl10N SHALL BE DONE BY OTHERSMID IS BEYONDTHESCOPE OF THESE NSMUCiTONS. ANCHOR QUANTITIES ..................____.... &11 ' 6)IW MAX SHIMSARE REQUIRED ATEACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOME SUBSTRATE USE SHIMSCAPABLE OFTRMISFERRINGAPPUED LOADS. ASSEMBLY&FAFlLES_._.__............._...._..._ 12 T) DESIGN PRESSURES: - A65EMBLY&PARTS 113T..._.__.__._.__.._..._ lbid A NEGATIVE DESIGN LOADS OASEDON STRUCTURAL & CYCLE TESTINGAND GLASS PER ASTM E13M. CODES/ / STANDARDS USED: B. POSRIVEDESIGN LOADSBASED ONWAMRTESTP WURE,&TRUCMR ACYCIETF-STINOMDGLASSPERASTMEIM. - .. - •20fl FLORIDA BUILDING CODE(FSC). 6TH EDITION C. DESIGN LOADS ARE SASE0 ON ALLCWABLESME55 DESIGN.ASD. •2014 FLORIDA BUILDING WOE (FED). STH EDITION S) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINDLOADS CORRESPONDING TO ME REQUIRED DESIGN PRESSURE. ME 33-VS% SITIESSINCPEASE HAS NO •ASTM E1300419 , BEEN USED IN ME DESIGN OF THIS PRODUCT. MEI.6 LOAD DURATION FACTOR WAS USED FORMEEVAUATION OFANCXORS INTO WOCD.ANCHORS MAT COME INTO CONTACT WR •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE: •ALUMINUM DESIGN MANUAL, ADM-2015 FRODUCEREVISFD 0) META SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT MORIDA BUILUNGCOOE AND TO BE REVIEWED OYINEAIITHORIIY RAVING NRISDICTION. •MSI S100.12 _ mwaplyu�e wiel the Flwkn 10)REFERENCES:TEST REPORTS FTL-6006&So0l;EL.CO ULTRACON NOA: EL00 CRETEPLEX NOA; ROD AGGR GATOR NOA ENERGI WINDOWAND DOOR PROFILES, LTDWHITE& '- SRONZEILIGHTER SHADES OFCAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR Y DOD CONSTRUCTION, ANSVM&PA NOS&AJMINUM DESIGN MANUAL -ALUM � -0 •/t)APPUCABLEEGMSSREQUIREMEMSTOBENEVIEWEDBYWIWINGOFFIGALUPDATE: IAIIII llll]YA RMYcn: Dae %Llai USER INSTRUCTIONS: J��'l.NVGENSF�f(O6I06/17D TO FBC 2017. -JR- Rr 1)DETERMINEMESITESPECIFlGWINDOWOPENINGSDESIGNPRE&SURE REQUIREMEMMOMABCET. 210ETERMINE ME MOSTSUITABLE ANCHOR GROUP FROM TABLE52OR3ACCOROINGTO ME NSTAUATION CONDITIONS. 3)MOWINGYGURGVQJNOOPRON(TABLED,WINDOWCONFIGURATIONMOSI ,DETERMINEYOURWINDOWSDESION C*; N0.68705 *= PRESSURE FROMTASLES4T. IT MUST EQUAL OR EXCEED ME DESIGN PRESSURE REQUIREMENT FORTHEWNDOW =-O L'( -10TOTECTDIOLODYORNE GENERAL NOTES $ELEVATION JROSOWSKI OPENING OBTAINED IN STEP I. —/ (� 4)OETERMINEMMCHORQUANTI MOMTABLES611. VERM1Y MEANCHORSUBSTRAIE MUMEETREQUIREMENTS FOR T;•pl: N•YENIf�Fl94Z!& YOUR OPENING'S CONDITION FROMTABLE52 OR 3, AND THATALL MIN. REQUIREMEMS MOM THIS SHEEF-SETARE MET. ��•O•'., ATE i 4/� (0U}/BOH600 T6a 005 5) INSTALL All PER SHEET 3 FORTHRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ':�(CS':FZORIDP.•'G��� mprlpRNru'IDI] DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 NOTEDESIGN PRESSURE RATNG DETERMINATION ISTHESAME PROCESS FORALLFPAME TYPES (3CHMNE,FLANGE. �A]S/ANAL SepN gwE pc yy ly Rn; INTEGRALFINCREQUALLE(IMOK). - ACif&4MRIBRIA.E DH5560 NTS 1 OF 14 MD-DH5560-01 B P.E.&6B]05 CERf.OFAV0Lfm2BB Gloss Typos Allure Me05r0 R011 5-& IS.H2 B-18 1Y TABLE I: ALLOWABLE GLASS TYPES Glen Type Description Naha has Extorter toInmdor) Dow" TaMea Pmsalm aheettl 6 7/6'taniremd LG.:l/B'AEamAo,Oap+711V Air Space *5IIV taMneW;(2) Lha o11IB• A GIan oke.000• PVB mm r - 4,5 6 6 7/8'Leminemd l.G_1/B'TExmdor Cap +711V All Speaa4SIIV Lembmmd;(2)Uma of 11W A Glas"Ith.090'PVB Imuliyer 45 6 7 7/8'Laminated l.0.: 3HS A Exmdor Cep+3fW Air Space+N16'Lamnated;(2)Ume of l/S' A Glass with.090' PVG Ntedayer 45 6' 8 71VUnmood LO.: 3/16' T Extedm Cap+ War Air Space +SIIW LnMnted;(2)Umsofl/6' A Glasenith.090' PVB lntedayor 4,S 6 a MWUnrieead l.O.:1/B'A atodorC0p4 WIT Alf Spew +51IS'Lomindad;(2) Lt. of 10 H Glass wim.090' SG mtedeyer 6 7 10, 7MIemNaled 1.0.: WTEde&rC'ap+VIVAir Spae0+5/IS' Iedreled;(2) Lite. ofllW H Glow wilb.09Y SO btedayer 6 7 11 70 teminstad 1.0.:3116'A ExtaMrCep+3ITAIr6peco+Sr VUn irotad;Q) Litre of VW H Glass x/M.09P SO mbdayer 6 7 12 7/a'Lambeted l.0.: 311V TExmMrMp+War Alr Space+5116'lnMneled;(2)Ume ofl/a' H Glass Mth.090' SO lnladayer 6 --7. 13 7/a'Lamleatedl.0.:77a'AExtedor Cap+WIV Alr Space+71WI.amialed;(2)Ume o1L16' A Ga.. WN.090' SO lntedeyer 7' 7 14 7/8'lamirmfod LG.: W TExmdor Ca +SIIV AVSpoas+7/16'Lemiromd;(2) Uma INWI' A Case Mm.090' SO mmdryer 7. 7 15 Firm 10.: 311WA Extolbr Cep+114'AlrSlaace+711VlamNeled:Rllites ofXIrA am w8h.090' SO InIMayer 7 7 IS 7la'Lambaled LG.:3/18'T6xtodor Cep+l/4'Alr Space+7/16'L.Hnatea;(2)Ubsof3lIrAGlnswilh.WSbbtedeyer 7 7 Group Anchor Substrate • Min. Edge Distance ' Min. Embedment- A O70 SMS (steel, I" S.S. ar410 S.S.) P• . Swthem Fine SGb. ) 8' Steel, A36' 318' 0.050' Steel Stud, A6 33 Or. 33- &@' 0.0451" (18 Ga.) Aluminum, 6061 we, 0.05w 3116- steel Mtmcon ' P.T. Southern Pine (SG .65) 7/16' 1.3tW COncmte (here. 885 kill) - P - 1-wir Ungwed CMU, (ASTM CSO) 2-12' 1.114' S M72 EMS (Bled, tEMS arl, 6.8 B.S. P.T. Southern Pone (SG=0.55) 9/16' 131e" Steel, A38' 3'e' Mow Steel Stud, A653 Or. 33' 3fir O.W51'(1BGG) Aluminum, 61 3/8, 0.063' 1/4' ateel Ullraew P.T. Southern Pine (SG`g.55) 1' Iva' 1/4' aced iU_ eI x P.T. Sadhem Pme (SG=0.55) 1- 14118' 1f4' ateel AggreGator P.T. SaRMm Pine (S13=0.55) 1. I.318' C 114' steel Unocal Concrete (min. 2.85 MI) 1' I-W UngladMMU C, (ASTM ,SO) 2-12 1.1/4. 1/4'steel Cmm6et Concrota{min. 3.35 hell 1. 1314' If4' Simi UOmean Corcn:te (min. 2.85 kaq 2-1/7 1314' D 7/4' Simi CreteEax Cahcmte (min. 3.35 Will 2 0 I3r4' UngroWed Wit. (ASTM 6W) 1 2-1/2" 1-1/4' 1/4' at"] AAAmC,atar. Concrete hinel.1276 MI 1-t/Y Grouted CMU, ASTM G8D 2' 2 'GLASS TYPES S. 7, 9, 11,13 e 15 MAY NOT SE USED hl THE HVHZABOVE30'. MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTEO CMU'VALUES MAY BE USED FORGROUTEO CMU APPucAnons. TABLE 3: Group ALLOWABLE ANLXORSTXRW - Anchor Gff TX[ hX hGVhuu, fary Substrate Min. Edge Distance Min. Embetlmom' E 2-1/2• x .13I' Carman Nell P.T. Southem Piro (SG-.55) ale". 2-7/18- 24/Y Ftingeharm Reading Nell P.T. Sachem Piro (SG=.55) 318' 2-711T F tl101r1ashoaiSMS (steel, I"S.S. or410S.S.) P.T. Sadhsm Pine (SG=.55) 1/2 11318- AlmTgnuarl, 608345* 818' 0.050' Stud, Or. 38' Stall 3' 3' 0.0451- (18 Go.) Steel, A38' 31B' 0.050' a12 EMS (steel, I"B.S. a 410 S.S) P.T. Southern Fire (SG=.55) 9116' 1316' ' MN Aheninum, 6053-T5' &B' 0.0&i' TTMHE S195 Steel Stud, Or. 33' 318' 0.050' Steel, A36' 318' 1 0.050' I Fmme Ole® Frame types Options. CormBa - Installation Options Mat my be used (soo Fig S) (sue Table f) (ma Fig A) ' _ ....Into 2XWood FrmndBuekstdp •eheot3 tp5m1 Flange - -tip 18 Equelitlo, OOaVPmdew, llThrwphthe Name ....mto Corcrotd(y4U•sheet 3 Wine ' ....mrough 7X Buckatdp lmo Cmclete/CMU-ahed3 m3 (a 2) aCollege Ideas wtodvw:..... ....Into Metal -shout 3. option 4 h ....We 2X Wo.d FromwBuckstdp -shoal 3. option 1 Sol. Eq(4 8-16 OnayProgaw EeVPWo; 7lnough lee Game .:..onto CcrcmU ta'OM-sleet 3, 2 .... through fA BuSkstd IntoCente'CMU"sheet 3•com3 (44) a Cottage ortM xiMew...... ....Into Mdnl • onset 3, .piton 4 lugh me ....ame awcad FrmhdOwlatlip-Shed 4. option 6 I.Whannol gat) a-8 OdeVProllewfro HGgW tn...... ....hem Mdal-shoal 4, optlm7 aComge Through the tema....bto 7]fWoce FrOndBuckaMp-Shed 4. optlm6 ,,,,Info Mdel-ahact'4.. Imo athemndow...... "..Irdo 2X Woad Frmm dBucketnp-ahedAaptlm6 treegeI Fln 5-e ER.W-ft%e O&00111gew Imagist On...... ....Into Metal - sheet 4, oldim 7 (03) a Cottage Through the kame ....onto 2%Wood FrandBuekatdp-shad 4. optlm6 ,,,,Into Meld -short 4. optionB diheWadeN...... II EDU� O�L CO� E Matadsl MUL Ft. Min. Fs 6teel S.. 92 M! 1201a1 I" Benno 60"1 MMI 410 Seine so "I Ila kel -No 6701' 98 YI Ek.latraConA 410SSEIra OemFlax® 1SSkd 127.4ksi 1771n1 189.7"1 6063-T Morlmm t6ks11 22"1 Ad6 Steel NMI BB kd G1. 33Smd S)ud 33 bi' 45ke1 * N0.5558.7�7x005 OF3 0 U)S BEYOND %(OS •-,floomp. IIM /.6,0 AL F ALYNNMILLFA PFA50795 CIfd1RF Re Fr1AMF TYPES 10 ON _ r�Emi- IL _L Ir� �1prNrremn rmsohaTlMa.re. Iumilm AFmMD m.oFalLm.aez 'A' -ANNEALED N1-v HEAT SIRENQINENED T-TEMPERED 'PVB'v.091YTROSIFOLS PV9 SYNURARAYAMERICA INC. 'SG = .090' SENTRYGLASSO INTERIAYEReYg1RARAY AMErum W4 PRODUCTMVISE0 vwnplyb6.y deFlork. DuH.*a Cb . = ReYbAtla ANCHORS RE -GROUPED. JR-06/06117 .rem E G S /ANCHORS/FRAME OPTIONS J ReSOWSKI mtbr I Dem DOUBLE HUNG WINDOW INSTALLATION - LM 05/'15/15 Ba Sehe/1bdeF. Se.le eee aeowir Na flew I DH-5560 NTS 2 OF 14 MD-DH5560-01 B INSTALLATION OPTION 1 MCHOREOTHROUGH FRAME INTO M WOOD ' FRAME OR BUCKSTRIP. SEE NOTE Z THIS SHEET. FLANGE FRAME SHOWN Ijj ©. _ 1� Milli VISIBLE !III DINT Q I7 EKYERIOR ® I Il. NOT HESAT �� ® �. • A • Ll lir O - VERTICAL SECTION B-B i CUVHL-LCuIOVA 1'TclAW1Ca I INSTALLATION OPTION - MCHORMTHROUGHFRAME DIRECTLYINTOCONCRETEILMO. - - EDGE DISTANCE " EMBEDMENT ' 1w'MA%SHIM T-- EMCMMENr _ EDGE ' olsrAN� B T�YPE� BOTTOMVARIES - SASH SHIM TYRANCHORTYPE,WRH SASH •WEIGHT W-T*EE� •DISTMCEPERSUBSTRATE. TYP.ANCHORTYPE,EMBEDMEMAID ENOMMENTAND EDGE DISTANCEPER SUBGTMTE,GEETABLE25HFEf2 SEETABLE2,SHEETZ l0". SASH TOP JLIFT RAIL FORALL- WINDOWS I MCHORO 1W FROM END AND AT l CENTER FOR 35 W NDOM OVER 38 WIDE: ADD WRTIOMM- SCREWS FROM FROM END, TESTEDUNO LOCATION:B6IB" 3 FROM SASH END. VISIBLE Liam WIDTH TOP SASH INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND I% SUCICSTRIP INTO CONCREIE/CMU. SMNOTE2,THIS SHEET. EMBEDMENT 17 EDGE r 0 • EGE DISTANCE •- - o�.y (WHEN 1u Ilvuu,oilI NGIBLE LIZ WDTH FlANOE - •FRAME'. 10�0 87 rypT�q• SHOWN - BUCKWIDTH 1)USEONLY HORIZONTAL SECTION A -A SUBSTRATE -APPROPRIATE ANCHORS LISTED ONTABLE2, SHEET2.1'OLLAWEMBEOMEMAND DADEAPPROVEOMULLION,FBCC EDGE DISTANCE LiPRTS AM MAYSEVERTICAI.ORHORIZOH INSTALLATION OPTION SHOWN MAY ' BE USED ON ANY SIDE OF WE WINDOW:. M4•MA%. - SHIM' 810OR812STEEL 2)MASONRYANCHOR3MAYBE SELF-DRILUNG USED INTO WOODAS PER TABLE2, SMS (GSA SEE SHEET2.ALL WOOD BUCK9 LESS TABLE THANI.IW HICKARETOBE SHEET2. CONSIDERED I% UNSTAUATIONS I%UNITIS + WOOD BUCNSARE DPRCTLY ff LLED SUBSTRATE.OOD BUCKS SUBSTRATE.V _ - - AREVOKS ORGREOAB2XARE1XBUC S OR GREATER. ECBUCKS q USFp) SHALL BE DESIGNED HMU. 1/4• MAX SHIM TO STRUCLY'TRIW WOOD SUCK FLANGE •' EQUAL lso DWE ESIGN AND INSTALLATION BUCK FRAME _ LFRAME OESIONANDINSTALiATON IS THE SHOWN 0 FRAME RESPONSIBILiTYOFTHE ENGWFGR SHOWN ORARCHffECTOF RECORD. O E% ERIOp 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f1 INSTALLATION DAYLIGHT V TYP.ANCHOR TYPE, EMBEDMENT MDEDGE DISTANCE PSTR •. EDGE SUBSATE, :- DISTANCE SEETABLEZ SHMT2. EXTERIOR V (ALSO REFERRED TO AS -OPTION4 OPTI0N4 OPENING)IS MEASURED FROM MCRORMTHROUGH ANCHORED THROUGH urompu SI�FbMa BEAOMGTO BEADINQ' FRAME MTO,METAL FWAEIMO META Boa,A. M, VISIBLE LIGHT FORMULAS NO ANCHORS WIDTH BUrE:BUC REQUIRED IN WIDTH• ®FI%ED LITE: BUCK YADTH-7-1R• @FIDIE FLANGE OR MUAULEG HEIGHT IEOUP UTEI - , PRAMESBLS BUCKNEIGKTM-4 � 0 ,W LYNF '�. a w.w: •?DAD ti�'"cEHs'A` NO CHANGES THIS SHEET. BY * I •N0.58705 - V _ Omm BY: •••7�• Tom &EQUAL-LEG%BOX FRAMES FLANGE J ROSOWSKI Bilk AO'. TE"�•� N.VEWCE, FL3aT2fi DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 AL �01� �ID'�Nc s na./Ilaam: suU: sour D,,.nPI'll Na Ira: ALYN IWLLER P.E __ __-. _. �____ DH-SSBO NTS 3OF 14 MD-DH5550-01 B INSTALLATION DETAILS,FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 _ ANCHOREDMROUGHFRAME ANCHOREDTHROUGHINTEGRALFW INSTALLATION OPTION 5 EMBEDMENT - INT02KWOODFHAMEOR 'INf02KWOODFRAMEOR' F`— EDGEDISTANCE ANCHORED M0.0UGN IWEGRAL Fes- EMBEDMENT BUCKSTFU - RSEENOM2;THIS SUCKSMIRSEE NOTE 2, MISSXEET. FINK7O WOOOFRAME OR SHEET, , 1/4' MAX $HIM '. '1/4• BUCK• STRIP. SEE NOTE 2, MIS EDGE DI9TANCE �! .. MAK SHIM 13 ,. EST. - TYRANCHORTYPE. VISIBLE T7WIDTH 3OHANNEL EMBEDMENTANOEOGE _ q j& LIGM r FRAME 1 DISTANCEPERSUSSTRATE, - SHOWN .L SEETABUEZSNEET2 _ c T} 44 TYPES BOTTOM VARIES SASH EMBEDMENT `1/4'MA%BHIM42 WrMSASH 1 TYP.AN PE. DISTANCE q . H WEIG�M, . 300 ENTAN EDGE 31 DISTANCE STIiATE, L_ I SEETACE 3,SHEEER 9EE TABLES, SHEET2 TOP - TB OVNL3HOWNj 0 SASH HOR E. INTEGRAL EMBEDI ENTAN E ESTANCENTANDESTR of VISIBLE �� �I UGHTWIDTH �D FIN FRAME DISTANCE PEft3UBSTRATE. SEE TSMEEf2. �MNEL S h 11 SHOWN (NAILSHOWNSNOWN) FME 87 72 18 NOTES: SHOWN' I I EXTERIOR VISIBLE 20 OPT,SASHTOP '1)USEONLY 'BUCK WIDTH LIGHT UFTRAh HEIGHT SUBSTRATE-APPROATE - ANCHORS LISTED ONN TABLE5289 ,'HORIZONTALSECTIONC-C - 49 48 OF SHEET2 FOLLOW EMBEDMENT 1/4'MAX CADE APPROVED MULLION. FBC CONPIMIW ALUMWUMl3fEEL FRAMING ORSIEELSTUD. FOR ALL ANDEDGEDISTANCEUNITIS.ANV SHIM MAY BE VERTICAL OR NORDONTAL SEE SUBSTRATE PROPERTIES 5MEET TABLES WINOOW5:1 DISTALATION OPTION SHOWN MAY EGGS Q �21 ANCHORO BEUSEDONANYSIDECFTHE DISTANT 15 3.55'FROM WINDOW. ENDANDAT 45 46 47 CENTER 2)MASONRY ANCHORS MAY BE g100Rg12 &FEEL {� 1/4'MAX SE RILUNG SHIM BUCK FOR 35 USED IWO WOODAS PERTABLE 2, 'SHEET2.ALLWOODBUCKSLESS SMS (G5A 6EE HEIGHT GO WINDOWS 16 OVERW THAN 1.1l THICK ARE TO BE 3. TSHHSET2 q 1 WIDE: AGO CONSR)EREDIKINSTALLATION3. EXTERIOR 30 ADDITIONAL 1KWOODBUCKSAREOPTIONALIF SCREWS UNITISWISTALLEDDIRECRYTO ®1831B'. SUBSTRATE. WOOD BUCKS VISIBLE FROM END. AREI-VVVICK DEPICTEDASOR BB LIGHT GREATER. 2K BUCKS q q HEIGHT (WHEN USED) SHALL BE DESIGNED FIN ANDIOR (211' L 18 TO PROPERLY TRANSFER LOADS FLANGEREMOVED INI TESTED UNIT TOTHE STR WOODS IN -FIELD WEEP WEEP, LOCATION: B918' 89 INSTAL DESIGN AND INSTALLATION IS THE THE INTEGRAL FIN O Q 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER NOTCH maRROR EACH END. 3T � ORARC/IITECTOFIRECORD. FRAMESHOWN - 3)VISIBLE UGWNWDTHORHEIGW INSTALLATION�e EXTERIOR INSTALLATION ' V EEPHo 3B 7 - (ALSOREFERREDTOASDAYUGW OPTION OPTION PRODUCTREVISFD W/COVERIN TYP. ANCH00.TYPE.EMBEOMEWAND OPENING) IS MEASURED FROM ANCHONEOTHROUGH ANCHOREOTHROUGHFRAMEINTO PI>""BwW'Ih°M�4° 2.BT FROM EDDE DISTANCE PER SUBSTRATE, SEE BIAOINGTO BEADING. INTEGRAL FINIWOIaETAL Bui1d'wg Coh METAL (INTEGRALFINIFLANGE REMOVEDI Acz75 Nam/ •O D JD EACH ENO. TABLE 3,SNEET 2. (SCREW SHOWN) %' INFEGRALFIN (� FSHIM"I"X t!�........ .M/ G NO CHANGES THIS SHEET. B' FFNLff BROWN c 1.•'•. VISIBLE LIGHT FORMULAS' _ '•�'P� NOANCMORS REOUIREDW FRAMESILLIFANCHORINO THROUGH ME FRAME. . T WIDTM5B705 L *= i @SASH:BUCKWIDM-8lW - ®FWEDUTE:SUCKWIDM-7-VC '9 • �= �A ,•• 6 - M°m TDTOTEcNAoLGGYGFwE J CHANNEL & INTEGRAL Fl� FRAMES J ROSOWSKI EDGEDIsrANce ' AfrD N.VEWCEFL9427& INSTALLATION OPTIONS L HEIGHT IEDUAL{REI �.t�• V �i BWi (B41}C80.1600 ANCHOREDMRWGH BUCK HEIOW2-dGIB' Cs••OflIDP,.: G�C;�: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 N EGRUFW WHROUGH D —"+ EABEDMe r ''wu/•I'dl4dlksive .FRNMEORBUCK-STwP.BEe' VERTICAL SECTION D-D• '- ""°°"°"®"E°�Z DH-5550 NTS 40F14 MD-DH5550-01 B NOMZTNISSHEET. P.En4gTM 1 CFRT.OFRUIN. g2B2B0. • - -. 715'N I I I I I 71B'NOM. 5/16'A/A PVB" 5/16'AIA PVB 5/16"A/A PVB _ 5N6"A/A PVB 5/16"HMSG 7116' AIR SPACE 71I6" AIR SPACE 3/8" AIR SPACE '318" AIR SPACE 7I16° AIR SPACE 1/B' A GLASS 1/8' T GLASS 3116'A GLASS 3116" T GLASS 118" A GLASS a EX7ERIGR <j EX7ERIOR aEXTERpR _ a16 EnERIOR aE%TERIDR GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 +{ MB' I 7RNOM. NOM �+- I _+�_,7ie M. � �{ 7R"NOM. 5/16" HIH SG 6116" H 6/16' HIH SG 7/16" A/A SG 7/16" A/A SG 7/16" AIR SPACE 3B"AIR 3/B" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE ' VB" T GLASS 3/16' 3116" T GLASS .1/8' A GLASS 1/8" T GLASS a EMERIOR a aIX,FAIOR _ < E] E OR -. 'aFJ(7ERIOfi &fl % >B7B T&>B GLASS TYPE 10 GLASS TYPE 11 . GLASS TYPE 12 - . GLASS TYPE 13 GLASS TYPE 14 +{ = 7M'NONOM I MVA/ASG 7/16' AA i)Y NOM.GLADS GLASS TYPES B THROUGH 1/4"AIRSPACE 1/4' 76]e BRE TYP.. 16 MAV NOT BE USED 'INTEGRALFlN L76'A GLASS 3/1 YA7H !-CHANNEL OR • 7Z 74 FRAMES aE RIOR TYPED S. 7.9.11,13 7a,R 31 'GASS 615 MAY NOT BE USED IN MERIOR 75 THEHVHZABOVE30'. REVISED GLASS TYPE 15 GLASS TYPE 16 w�IIC) AI gw n6cEa de 38 30 11 7Y artr�: 6dIa1"6 c� �p KsylmmNo %A(A Eryiratiav Lxe 1`� Y LYN,y NO CHANGES THIS SHEET. • ' GWING NOTES: • 'A'=ANNEALED I . - ] * t. No_6870g Deeerfptla: Blwn Bf TYP. GLAZING DETAIL-W-HEAT S7REN(AHENEo T=TEMPERED _ _ __ G +oroTEcxNOLGGvoanE GLAZING DETAILS J ROSOWSKI i3 .. N. VENICE, FL3/2]6 ••.. $$G777 ••(V�� pVB. TRO6IFOL®PVB ��,n TTTEEE Ottt///' itls - EY YRAYAMERICAINC, SGa.ORP SENIRYGLA.541 B17ERLAYER BY g1RARAYAMERICA, XW NO. 'IFS '��ORIOI;.�G�C`; DOUBLE HUNG WINDOWINSTALLATION 05 -LM 05/15/15 p is/ONAL'uEfN1`` vcrr �Ne sar"./Boum smro: s..e o�.rre w. 7m.. FORLAMINATEDGL NGCOMPONENTS,DEETMB l.6HEET2. A�11MMIsrn,PE ��e� R DH-5560 NTS 5 OF 14 MD-DH5560-01 B - P.FA6B)O6 - CERTOFAUM/ZBRB SG AIR SPACE 6' T GLAS3 a E%fERIDR A STRUCTURAL POLYISOBUTYLrNE WNW DESICCANT EXT. GLASS —I 1W NOM. 70 KODISPACE 4SG TPS IT. GLASS STRUCTURAL SILICONE y18'NOM. ROAM WITH DESICCANT XT.GL S n SUPER SPACER® NXTn INT. GLASS BUTYL & SICGVTT da Te DURASEAL® SPACER POLYISO- DESICCANT FILL AREA BUTYLENE 5116'NOM. SEAL SILICONESEAL ROLL -FORMED STAWLESE OXL EDGE' EXT, GLASS SPACER NT. GLASS Part# - Description Material 76 Kommerlin9 48G TPS Spacer System 77 Ouenex Super Spacer n)fT vrith Hot Melt Butyl See this Sheet fir 78 Ouanex Demme] Spacer, - Materials 79 CaNinal � Edge Spacer REFERE C T TREPORI b:FTL-W 896&&8979 meaTypee Design Prosse leelee 0.0.T&B I 1 +50.OI50A - RelNeremanl - Leve1:R1 Faolxiitlow&eeMelxa TaMdeS SEE TABLE H, SHEETS FOR ANCHOR GROUP AND QUANTITY TOP SASH MELGHf TABLES: ote®Mes-0wlgn Prenswe; IEeIRe' 1 s.0. T&g +65A1-70.0 RNnM1uI;=- _. ImI:Re: III FmnbwlNex&eeaM1VMn pa TWWB I SEETABLE9. SHEET9 FOR ANCHOR GROUP AND QUANTDY, HEADER NOTES �I MEETING TALL � 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THEFRAMEORINTEGRALFgI. B 3) FRAME DIMENSIONS ARE ELf M I SASHHEIGHTISASPERTHE FIGURE. BOTTOM SASH S)FORSUESNOTSHOWN,ROUND HEIGHT UPTOTHENEXTAVNI-ABLE OR ITemc SIGN SHOWN ON WETfl SILL FjI1 l` 1!4 SILL i10L SECTION DETAIL FOR WINDOWS WITH SECTION DETAILFOR WINDOWS WITH ' LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 (rIF.WFORCEMENTSSHO'NN W RGURES (REINFORCEMENTS SHOWN IN FIGURES "ASOVEAPPLYTO ALL FRAMFTYPES A I ASOVEAPPLYTOALLFRAMETYPESB CONRG(IRATIONS) FANFlGUMTONS) PRODUCTREVISFD S ifdan Bw9hWFIVNe Building Cade L 7 RA - Expo' Iorca� D `.```ONY ... '''. NO CHANGES THIS SHEET'. B, 1moTEaIHOLDay#Rrve SP CERS &DESIGN PRESSURE TABLES J ROSOWSKI '0 •. ATEO ;. �: N.VF111C6 FL3/276 Rtls: Onb: FS :°<oRIO@.: -GI �01 °10°° ear DOUBLE HUNG WINDOW INSTALLATION - LM 05/.15115 !S�ONAL 1' "I Par vil�aA D. sertr/wB.L sms sn.nE On.mg No. Rsr AL REMdLWliepE DH-5560 NTS 6 O,F 14 MD-DH5560-01 B - P.Enggm5 CEirt.OFAUIN. eal]BB -- TABLE B: Z. �'N°"` .4n .. u^N 0e°4Y� peeGye+trOen oaaOPaeaaP x.Mwen Fmmpv nPmuun aap ON � eY• v1m iYn ewum Il.au .rm .nm .m0 -I+m .m nom 61aNYJGmp Imrtneme .ma -nm .ro.e -Ivry .mo -,»o eRmeu •mn n -Ill. •mD mm� eml.t nDle-uele • -uaa 1. nm Ill. .m. 1 /.mml nm .uea am aw.0 .m0 nun Ol ew ecenq manmela •rm •Rv -um .mn nlv¢ Hare epawu leau•mele I.-uoo 4W. .ro.0 •um .ma -um 6nNNP1M. 1161/-18n1e •RO nm0 •]0.P -IfOA •mA -IIPO 11]m•II.OU •l0A n1m •mA .11n0 •mA -110.P iYeel mb11-]taU •la0 •11.1 nmA •Rn .e onmam amn-mole •mD -110. was. -nm •m 41D -nm awYemwa. ¢un.mne .m0 •um mm �lm .mo 1UA u eewY men-sselb •ma -1'...mo .uqo .mD nlm ammanw.e uae-mole .mo -uao .mD .uOD .mo nm mmooD. nnnuae •aao nmo am -,w.e awml Ham-unmI.-um I. AM..mO .m..nm •O n1 Lel man- •rao -O .m0 -uaa IWO am. amemmmu mere ..I -WOW ma -IWO .roa -nm .mA nmo eamu• men-sse,e .mo .um naD -40 mm team-meU •ma m •RO -110➢ 1 n10.0 4m1-male .roa nma •man .um wwne¢. 11.e11-4Ha •ron .nno .A.e nl0a .roa .um mall nxe-Il.eu .1m n,m .ro.0 nma .mD -11oO TW emlr-bU0 •m0 -Ilm •m0 AU➢ •RO •IUO eEette 9atr-male n1. .m0 -11m .IOa -11PO wmanw vml-Hsu 1. •raa nlm a d eDOD 1paMb ¢Ia11-Ndla 1..1'.. .ro.0 n10 0 •m.¢ MO..ma 10 n n .mA mm ObLL9Pab IanON Im1e-a1.e1e Ubil-Imlb •ma •mA n10.0 -11a0 I. •m.0 -I1m -1 n0 .10➢ m0 .Ima -Ilba iQ GeYmeW 118n-4.e19 .TIO .Itm a0A -IIO➢ •Tln n1m U.NI IISm-Itd1e •um -Im0 .m0 -100 sOO a.. nen.mm I. .raa m m .ron -nm ,vlmeam aan-»ew 1.nab Nm alao .mo -uon won -nD.a ev uu men -Hole M.U.n -nm n10➢ .mo -non AaYeae mnzmem 1 .1 -uD.D .mIll.am .D n➢ •ron - m euwwv+w+ :mn.mele am. -ano .mo mm. .ro.o Mm wlePea almeanele .lm •aa0 .mD nma .rop -am .ww,aw temo•avole .1 .116.➢ .lab nma .roa -Ia,o OslonaW Ilb,l-I1016 .mD Am. •1 n 1...roD nlm Bwbl IIDIe•i101e .I0.0 n1P0 •RO -.1. 0 an0 n100 _ mA .no.D aqv n1m .mA n1vD ePw+m aeon-amla nlao .lm .ma .IlnO omwma unn-a.ele 1. .ma 1110 .roa AWO alno mwna¢. >rmr-ae.blD .mA -nao •mA .nm am nu➢ m o.ICYam mmr-azele .m0 nma ano 4100 IWO -voD ewawvYrY man.mele .m0 .nm .mu .110O .lqo -am mnr-men nno nmo mo .um .ma nmo m,m,➢m. »ere-mme .mo .naa .ro.0 nlO.D •mo .Hm ew,w Ham .mo .nno .rao nma .m0 -nm UMM. Umr••I]61 .RO -Ilm •RO -IInO .U➢ -I+PO mlana¢e »mr-Hole .mo -nno .rao -uon .lm -um ebowviw. -uaa nno •mo -um •m0 .uea n•"' 41411au YiNem.•p u,.nm emancun IpNtOonbUre+ ItlNe®W 2v wpeeA.i m¢an OM,Wa FHeIOn Prevum J. 1811 BOaf1" " o'm le vl n .a u mw a N I. •m.0 41m •mO mno .lm .nno .mn ato.D ano a1m .rao .nm .mv alm .1aa amix m %)o4 11.etr-mole .W. mm .1m nmo .m0 -ISO am - am -Ilea .W. nm.0 .m0 4.D -Ian e0mw pan-1)ua n1m nm 410A IWO •mo .I%O •mO W. nmo •WO W. n1m •m.o nlm au,na,bw n.me-tole .mo n1m .roD 411D nmo 47U woa -%I" n .ro.o amo •Aa .nn0 •lm A100 -na0 .mo .um .mA alm 1W1 a.I..IWO -111..rm nmo .1. mao + .rao 0 0 -um . .l:ovro• asn-mom 1. nlon .mA n,m IWO nlm .roD -v0A .mo .noa - men •mo -nm 1. .tma .X. eame leom.man .mo -nm W. atac wm .nqo .m. aaa wm nmo .roa amo .rao mm0 •mA mm Hen-nmo .rao nlae . an nmo •rm nmo IWO -1... .1m -nqo .m0 .nqo .11. 118e-\Idle •mA .110.0 •ln0 ntm •m0 41M MO -1 m0 •mA n100 IWO 41a0 •m0 1100 •A.0 -1.. 1Wt melt -)late • 1q0 .im n or. ntm .lm -IAa •ma -Itm • •AD np9 wmaea a mr-male .roa 41..mo mn a .mo nlm .roo -Imo .mo -Imo •ro.o -n00 •mo 41W •NO nlm ewbxa . Hen -mere .AA -na0 .m0 .11m •roD -Imo .roa n10..mn .nno .mD .naa .mo -11m 1. -tlm u emslu men-aa.ne .rao -Ilm .1m aim •ron 41..rno -Im0 .ma .nno 1. -nno .m0 .nm .mD nlm YwmNamP ➢wlaleq. uole-men •WO nlm •WO -Imo •ron mm mo •ma mm nnnnaola .rao .o 1.nmo .mn 11m nm.0 .roa alm •roD .mD mm .mO .11. alm .mA mm ewe\ mme-unle L.E. aao 41 aon .n0.o 1. .roo - ¢ .roa .1 a .m0 .Imo 'I'll. .mo M. .mo ntm .ma n mbmmuis .mo .nm .m0 moa .A.o -nqo •m0 ., a .mD amv nm n1m .mo nWO .m.0 mm a Y.1.eam.w , men•men I. -nm I. •Ill..mo nma aqo .1 0 .Rn .um -um •WO -Imn lRaem mur-mom .raa -uO.o 1..nm .roa .um .ron nm.o •ma .um .mo -uao .rao .ono 1. .mo -am .mo nma evyfFlvl.. feMe.men .ro.0 .110. nlm .rOA mm� •mn .1 •m.0 nlg0 .Wa .1 m •Rn n .11. •AA -1 1. •Aa .1'.. .m0 nlm •1 •WO n n0➢ aegm m0 u.en-tole ..0 lo.D nmD .mo -unO .ma .AA .um woa -um .ma .lau nma ewm yam -Hsu .mD IN. nmo .ma amo 000 •.. -uqo •mA n10a 41U #700I. 4190 ive Abn-mA. •RO .11..rao •ma nlg0 .R➢ -110.0 1..11". •m0 nID.O •m0 1..11. n1m nlm I. IWO n10a W.ntl Wep. iO Tall.mele •AO Ill. nmo .m.0 a10D .mA -IInO .mn .Itm V. -11g0 .1. wm 4IWO W..ina -11m •AA -wO •RO -0Im coawaw unn. a.ele .ma -uqD W. mnD .1m nmo .mo .n0.o ... nmo nm •Hm .m0 amo I. -nm )!� Epbw uAn.aule Rn •110 o .ro.o 4100 TOO nmo .mV -100 •mA -110.0 •mo amo lW0 ano •ron nmo e 44zs n O.bn UMe-addle uA11-Ig010 1. .TID -IInO a10.0 W. .m0 11l.0..me a10.0 IWO 41..mA -"a' .m➢ 4100 410..0. -IWO .m➢ nW..m0 •IInO a0.0 .110D -Itm •mD .m9 -11m n1m 1. •mA n1DA "'0 GYan6m 11 all-uMe IWO -110D •RO -I+m ...."..AD -I m0 •m0 ......mD -11n0 a0.0 n1m .Rm -IIOA aM1MI 11DU-Iible .m0 .11 .1a0 AWO .10 Atm .A.O -IA➢ •mD n1n0 •AD -Itm .lm -nm •AD -a m0 uab.mmay. ecwY➢e¢e dead.. I. t,m ano .um ano -.WO .mn nmo .,. nmo .m0 -nm •mO -Iml .no .+m.r man -Hale aao mao .mo .nm .m.o -IUa nno -un0 .lm -, nqo -WO3 cvRY aan-male •mA .um .mo .me mm •WO aoa .ma nma .mo emYeme aan-men I. nmo .m0 mov .um •mo nmo 1. don 4.11 -\mo •ma "D..lm .u0o •mD mm .mo Hold .mO 401.0 -,uD aaan-mam •nqo •rao .nm L. mm. moo aqa nma ..ftmP wmYme »ms-ano 1. .m.0 .nm .m0 mop .m0 nmo 1. nqo nma .m0 ms ma .mo am .mo aoa wwvngr 4ue-1iAle nlm am nlge -ono •rod n0.e •n. -luo .m.0 ... nmo .1. ma .mD ma CuboeL Nen-leale IWO .m011. nlm 1WAi. G.7 •m0 mA •m0 me •mn iV wn0 mA •WO m0 Noun nmeneam .lqo -von 1W.. .mD nma al.e •ma aoa •rao mt .roa m.t .mom .mD mA mel]-a.ffa . n .1\0➢ .mn n IWO .Aa aeA .A9 ➢aA •Rq ma .mO mn eOYYm man-vmm n0.o nma •1m .um .mn .Imo .m0 -WO •m.O .1..1. -iM. •rop aao •roa ma cawaeo-. N.on•male .mn .uqo .ma maD .mO -Imo .ma nm.o .ro.0 nmt .mo aml •Ro aaa .ma an wm.e¢e non.Nne .mo -n0a .Ra .nm .mo e11 •N.o ma IWO mi W. mb •m0 ms 1. me le o 0420 men-avle .ro.D nmo .mA n,om •roa nmo .ma nwe •mA -+»a aao .ma •roA la.l •mb mD emsama➢ Will.. •mA nlao .mo mI .mn .Im➢ .ma can .m0 01 aqo ma .m0 ab IWO ma men -male .roD .uo .Ro mm . mno ma .m.o ma .roo ml •. am .WO ma .AD m1 Mmn onoma¢. u.ne-mare aoa nl A 411* nmo IWO a.e woD aoa .roa mt aoo ant •m. ma .mq ano eAmeu Ham .roA -uqo woo amo •ma tlb naa mO •roD ma ..0 m0 .mo mn .m0 mo N nalan6L melt-a]W .mA n+0➢ .RO d,n0 .m0 ....An m➢ •Ad ml •m➢1.N.1 .RO d21 .mB 10A PaYaom a.on.nom .mp -nno .lm amo nqo ala rta➢ m.e .ro,o ml . ml .m0 aqo .A.r ma e¢�maBw.e •m.en nmo aoa nmo .mo a .mo ano .mo ml .mn dal .mo aoo .mo m0 TOP SASH HEIGHT 25 O MEENNORAIL Y JAMB 25 25 ® .01 BOTTOM p 25 a SASH HEIGHT 25 o OWINIZOljT SILL n V SECTION DE TAIL FOR If ❑ ' WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9.16 (REINFORCEMENTS SHOWN IN FIGU RES AB01lE APPLY TO FLANGE S 50)7E0UA LEG • FRAME TYPES ONLY. ALL CONFIGURATONS APPLICABLE.) LASSTYPESBTHROUGH 'G 18 MAY NOT BE USED WITH J CHANNEL OR • INTEGRALFINFRAMES PRODUCTREVMED SEE LE 10; SHEET IO FDR ANCHOR GRDUPANI QUANTITY. SEE TABLE II, SHEET II FOR ANOHURGROUP ANU QO/V01 n Y. BOiidmg CDL¢ -- " O ••MIN. BOTTOM SASH HEIGHT-W+NDOWBUCKHEIGHT-4BA84 '•MIN. BOTTOM SASH HEIGHT = WINDOWBUCK HEIGHT-48AB4 - Anmu+m Nn41� 1 Ravldlon: DamU-'L�0%cENN-NO CHANGES THIS SHEET. BumE amna III NOTES: - //�• 1)USE THESETABLES FOR WINDOWS INSTAILEDTHROUGH THE FRAME. *� 10TOTECHNOLOOYDRIVE ANCHOR QUANTITY TABLE JROSOWSKI �A�•••. SA 0 I-7-. •t�f0j�Ca- N.VENICEFL3WS Dvm: 2)FRAME DIMENSIONS ARE BUM SASH HEIGHT ISM PERTHEflGURE. �'�(OS'•.!YORIDP,. G�=� (B41)d8A1600 DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 3) FOR SRES NOT SHOWN, ROUND UPTOTHE NEV AVAILABLE WIDTH OR �''a�s/OrygL EN`�0` Porvm,mralic HEIGHTDIMENSIONSHOWNONDIETABLE wiJ14Art3ntEk`bE. ML1OF ' DHn m'daa S]7 gM"DZ. ' CERTAFAURLIT28258 DH-5560 NTS 70F14 MD-DH5560-01 B Amhoa Waaft. RWq fa] lhroaphcama'YiiNmlbn ...v �®'varve� emxro• IW PI u u 1 a NOTES: - - 1)USETHEABOVE ANCHOR QUANTITIES REQUIRED:.......' TABLE FORANCHORS INSTALLEDTHROUGH THE FRAME. 2)USE THE ABOVE•MN(. ANCHOR O.C. SPACING.. TABLE FOR ANCHORS INSTALLED,THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK TAR' -MEETING RAIL. _ C) FOR SQES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 &3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. D: m.aawroc.sPVNia 1py°v ivnv a, ¢wm awe awy] •rR MI'In]<Oli]FN'N]EYiOM iv f f 5 D • ] • • i. • ] •• i • • i • • •. • 1 • f • • i • • f • • ] PRODUCINS Plb ED P.-•. i• - ' ]I DudglCo3wi@BxflaMo Aa olmlooNo/ d. .10 E ]Iai D]u LYNN '�; EN ••�AC '; NO CHANGES THIS SHEET. By No. 587f/$ J ^ � , - �Zf.., _ ATE f �DrecNNaLOGrDNnE N.VENIDE,R30T76 ANCHOR QUANTITY TABLE J ROSOWSKI �0,�,•., !Q: F `•`•`•P.?:°"•' �`�S TB01"B01E00 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Allll ]\\\\Ra]v y]Ip/LHpap yMc Slwtr pneLp N0. Rm 11 A.Lrn]i L�LLER,PE. �ha4 ___ __. _. __ DH-5560 NTS 8 O � F 14 MD•DH5560-01 B o mmm� �m 0 �o m m .. 0 �® m - Om .....: .zc.�= ®ou00000000000u000uouoou00000uuoououuouuoou0000uoou000uo®0000000 ®0000000uuoou0000uuouoouou0000000uuoou00000000000000uoou00000000 ®000u000000000000uuou0000uoou0000u0000uuu000000uou00000000u00000 ®00000000u00000000�uu0000000000000000uuuu000000000000000uuuo©000 ®�0000000000u00000 ®0000000000000000000000©0000000000n000000000000000000nn0000000©© ®uuouuouoouououuuuoou0000u0000uoououuu000000000u0000uou000uoouuu ®0000n00000©0000000000©ou000000000000000000000uoo ®0000uouuou000uu0000uoouuouoouuouuuuuuouuoouou000000uuu000uuuuuo ®000uu000uu000000uoou000uu000u000uuuouu0000000000000uuu000000uuu ®u000u000000u000000u000000uoouoouu0000uuu0000000u0000000u0000000 ®000000u0000uuuu00000uu00000000000000u000000uoouou00000uu0000000 ®0000uuu0000uuuouoouu000000uu0000u000uu0000uu0000uuouoouuu000000 ®ADO©O000Do0o0o0000�00 ®�DODOOD�oO©o©o�DO0000 ®uuoouou00000uuuoouoou0000000uuouu0000uuuouuuoououu0000uouououuu ®00000uu00000uu0000000000000uuoou00000u000000000000000uu0000u000 ®oouooaou00000000u000uoou000u000u00000uou000000uoou0000u00000uoo ®ou00000uuu000000uuuouououoouuoouuu000000uouoouoouuuuoouuu000000 ®000000000u000uuuu000uu000uoouuouu000000uu0000000uou000uuu000000 ®u0000000uou000000u00000000000uoouuuuu0000000000000uuoououu00000 ®uuouoouououuu0000uuu000000000u0000uuuuu0000u000000000000uuu000u ®000uoou00000uu000000u0000uouuouuouuouuuu000000u0000uuu000uuuoou ®oouu000uuuoouuuu0000u000000u0000u0000uuu000000uou0000000000uuuu ®000uu000uuu0000u000uuou00000uuoouu000000uuu000000u0000uuu000000 ®ou00000000000000u000000000000000u0000000000uu0000000uuouu000000 ®0000u000000uoou0000uoouoouoou00000uuou00000000u00000uu0000uuouo ®ou000000000u00000uou0000000000000uuu0000000u00000000000uuou0000 ®000000uou000u0000000uu00000uoououuuu00000000000000000u000uoouou ®000uuoouuu000uu000u000uu0000uuouuu0000uoououoouououuoouuuuoouuu ®00000000000000000000uu000000uoouu0000uuouoouoou000000uoou000000 ®a000u000u000000uu000uou00000000uu000000000uuu0000uuu0000u000000 ®0000u000000000000000000000000000000000000u00000000u000000000000 ®00000000000u00000000ug0000000uuouuoou000uu00000000u00000u000000 ®000000000000000000000 L�0000uu00000u00000u00000000000000u0000000000u000000000000u000000 ae �e as ae��a��a�����a�a�Da�O�e�aa�ae0�a0��0aaDae���Da���aDaa 000000000a000u0000000000000o©00000000©0000000000000000000000000 000000000a0000©ou00000000u000000u0000uu00000000000000000uo©000u ou0000000au00000000u0000000000000000u000uuu0000000uuuu00000uouu 0000u000uaou0000000uu0000000uuouuoouoouoouou000000uouuu©0000000 000000uu0000©©000©©00000000uuuuouuouuou0000000uu000000uou000000 uuou000uuuuuuo©o�00000uouuo©oo©©00000©ouoo©000000uu©©ouoououuuo 0000000uuou0000000uouu000000uoou000000000000u000uuu000©000©000© 00000000000000000000000000000u00000000000000000000uu000000uuuuo ou000000ua000uu0000000000000uuouuouuoouoouoou0000000uu00000©000 00000000uououoouuuuoouuou00000uouuuuuuou000000uoouu000u©©©00000 uu00000u0000000000©uou000000uouu0000u©0000000 000u000000000uo DDODo000©DDDODOoO�Doo 0000000o©©0©Do©©00000 DD�OOO�000000©0000 �0©DDODDO��o00�o00ooDo00 ooa0000u0000uu000000000u00000u000uu000000 SEE TABLE S SHEET 8 FOR OFSIGN PRESSURES WHEN USING THI •• MIN. BOTTOM SASH HEIGHT- W WOOW BUCK HEIGM-IT. NOTES, 1)USETHEASOVE ANCHOROUANTITIESREQUIREO.......... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE MOVE -MA ANCHOR O.C. SPACING...--- TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK RAR•=MEETINO RAIL A) FORSIZES NOT SHOINK ROUND UP TO THE NE% AVAILABLE'MDTH OR HEIGHT DIMENSION SHOVM ONTHETABLE. 5)REFERTOTABIES283.SHT 2FORANCHORMi DESCRIPTIONS WAArcIw fM:. Bpa[NpM cwl, ThbprvKN•Wh0iEc11 �, FrzooucrRevLsm mw,;"a.wmema+w eaivaaoo� A�enm � c`i hT. PI.�AlMA &vtmlbn Dse _ BYm�' eul� Mi Dada M ~JJ°D deealpBm: Dnm By 9 �, tbroTEONOADTDRrvE ANCHOR QUANTITY TABLE JROSOWSKI �Q b TE FI B MVENICE.FLUVII /.YORID.`.•�G,`�' �t 0. e DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 iTI701NAL%%%% wanaF°T Anec s.Nn/Z sue. sm.E IV Na Rx: aL5'ISIIItIutM,PE. J_�,,,_,,,,,,„, DH-5560 NTS 9OF14 MD-DH5560-01 B NO CHANGES THIS SHEET, EER J1 7 O FR E MEAL 1A93' oa3• .H5'[IIILl 0 ftANGEFMME T- O HEnD 3.493' 4A44' C 1 a�2�: Ki*y 3 PN FRAN9: HEAD 3505 - —�r-- .ae3• - OEOUAL LEG FRAME H� r 1A03• X7� � O1CHANNEL mS F GE FRAME SU I� OFRAME SILL 1 3b 35 L jl� 11 1111 1AM' 1111 1.4 3. 1375'� OFSYlLLFRPME OEFRWAM�uo E SILL 31SII OF�MME HJPAfB - 10, 0E FRALQ' 13 I 11 FlNZF" LL _ __ r 11ll1 i e U e T —j ixls 11L '� J1�I' vav 14T 1.M' .O6S �ie3]S �13)S - .974' f11 ABS' I 2.1M .471' R �l i 355' r 'SBD` .os9• • JJ Ls ei- .oso• 1AW .O6S _ .0)0', �. 1 f5 GH SASH 18 SASH ML 1] S CE 18 SCFE ccC R 19 �INERLOOCD 70 IMERLOCK COVER P1 BN7ERLOCK OINIERLOOif1 DEEPER RAIL III lAw Q' �r .176' IL—ti- .]66. 1A1A OBEADWG OER7RUnEORCREENF E 14 TOPE7sH PfIL1 `f pNY LYNI /,T �- NO CHANGES THIS SHE 1 No. 5870.5 ��j- I1}�j15rjj ]1s ,1 . s1m 715• "- -. p (/l �'�, w�I N.W �CF M3344a5GRrvE -WINDOW EXTRUSIONS �oF .Romo?: �?� (B4f)-0BO1550 DOUBLE HUNG WINDOW OREINFGRCEMFM ]4 R MFORRCWMDAOEMEN] 05 SMH HR FFRORMMEN7 __ _ ''7SSLIL -M `,` PE - H- SNT .Ma _ DH-5580 S 1 KVA EOUALLEGFRAME Y JAMB �0.0OnCTRBVISFD ' romplyurg wOh Om FluMn nm'14mg fa4e AaRIR�m7b !7.063oJ� Ga4 nl.+omi 1}4da�f arum Bn J ROSOWSKI B4m -ALLATION-LM 05N5H5 -14 MD-DH5560-01 B BIII of Material # Pact # Descroon Mateaal 7620113 F=eHecalC _ 2 620114 Flame Head - Flange PVC 3 620115 Frame Head - Fin PVC 4 62C116 Frame Head - Equal"BOX PVC 5 620105 Frame SlO-JChannel PVC 6 820108 Frdma Slll-Flaryla PVC 7 6TO107 Fmme SIII-Fin PVC 8 620108 . Fame Sill -Equal Leg/Box PVC B 620109 Rama Jarab- JChanna PVC 10 620110 Flmla Jamb -Flange PVC 11 620111 Frame Jamb - Fin PVC 12 620112 Fmme Jamb - Equal Leg/Bolt PVC 14 620171 Top Sach Pull (OPL) PVC 15 620140 Kapa Rail PVC 16 M129 Sash Rail (Skies, TOPS Bollom) PVC 17 620134 Balance CowPVC 1S 620133 Saar Stap/SOrew Coral PVC 19 620156 Uft Rail lmerlocK 6005 T5 AI 20 E20144 LIn Rag MM Ck PVC 21 U0157 —Cana Bereled MtelOck- - 6W5 T5 At 22 620145 Bawled Inxedeok COW PVC 23 620160 Light SaabRIn"c"a em WWT6 AI 24 620151 Standand Sash Ranlacemenl - - st163 TS Al 25 020152 HD Sash ReMhrcemfln 6m T6A1 30 81644 Wea0mVip..187' x 27T Fan Pile 31 6C300 WeathaIVIR 190- x.aW Foam BWb 32 s1719 WealhaSUIP. A9T x-:22P POW118 33 61825 Weatill PMg..220- Fireea - 35 7aXIMM 98 x V PIL PH SDS Wenock Mowxhg seal'.) SS 38 72027o Weep Hoa Cawr _ PVC 39 720185 Tilt Latch Relnloreement CIID - PVC 40 720)D000( Constant Face Balance 41 78X'WPPAX #8 x 314" Ph. FH SMS (Can. Fame Balance Sc") SS 42 Spkal Balance 43 720205 Speal Balaoa sloe Won 44 78X714FPAX #8 x 1-174- Ph FH SMS S al Balance Sc 55 3 FOR CLARRY. WPM APPLY. LABELED FORA EXTRUDER CODE 34, 36.37. NO CHANGES THIS SHEET. BILL OF MATERIAL A (BOM) J ROSOWSKI DOUBLE HUNG WINDOW INSTALLATION -LM 1 05/15/15 NTS 1 13 OF 14 B )1'_ PROD=RSVOW - � mmdrina•1w uw8luk18 /` EnOimuov Darn toy Miwn TeRiPro rmir� - - BIII of Material, cunt " 4 Pad Description Material 19 Two sm tee 46 -72019889 Sweep Lock Cast➢ne 47 '72019%6 Auto Lack CrnerAssemoly Cast Ono 46 76X1180PTX N6 x 1.1/8' Ph. PH SDS (Auto/Sweep Lack Be" SS 49 720200 Auto and Sweep lack Keeper Cast➢rxl 50 76x34PPTX N6 a 3/4' PH. PH SDS (Keeper Screw) SS 51 420181L/R Beleled Tilt Latch Comer Key 'PVC. 52 420162 L/R Pull Rall Tilt Latch Comer Key PVC 53 76%PHFL p6 a 3/4' Ph. FH SDS (PMt Bar & 02 Latch Be" SS 54 420183 Pit Latch - - PVC 55 420184 Tllt Latch Retainer PVC fib 720207 1' Till Latch Spi g SS 57 420168 Plastic Till Lakin Finger PUB PVC 58 - 720192 . Metal Tilt Latch Finger PWI - Cast➢oo . li9' ' 420160 Phol Bar Comet Key (Top a Bolcom Sash) PVC So 72021)(1 Ph" Bar (Tap a Bottom Sash) SS 61 7101/7102. Top Sash Tilt Latch(L8R) PVC 62 76X12FPTX #6 x 1W Ph. FH SDS (rep Sash lilt Latch Screw) •S5._ , 63 720191 Saah Pub Harde (opt.) - - — .Cast➢nc., 64 TB FPT #8 x 3/4' PR FH SDS (Pull Kandla SCIEW) SS rz 72D135 Larch I.O. Bead PVC 74 - Backhedmrg. GE 77oD or Dvw791 - --- Slllcone 75 716640 Selling Blmk (71ir x 2' X I/8'). 85./-5 dmo. EPDM 60 61012- Extruded screen Frame Alum 81 . 60775 Extruded Screen Spreader Bar Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 83 T S : Extended Screen Spreader Bar Clip -A= 85 ,7CASPM Tension Spdrg - SS 66 61816048 Screen Cloth - Fiheglaae• 67 61635r61624 .140' Screen Spline acNnrJHand Rolled) - vinyl TOPSASH ASSEMBLY DETAILS F RIOR I 1H I I NO CHANGES THIS SHEET...•; �ceNsp :!l�P No. 56705 PROOVCTREVISID Orexn %- * mcmplYlPe`^1m lb FktMe Ouildieg Code BILL OF MATERIAL B (BOM) _ J ROSON/SKI p t• 6 QZ b, A.,,..,In t • 3o.to law earn (� •:F[OgipP �2�: ?A20 DOUBLE HUNG WINDOW IN LM _ 05N5/15 S G . D senee/u=du swc 5nee1: oPnmp xe. Rm: . ��''S/OIINAL s R�I Aava DH-5560 NTS 14 OF 14 MD-DH5560-01 B AL RIAd� h`PE PF4S M lo:EmdLi`lil }. 1070 TE 140LOOTDRNE N. VENICE, FL3d7i3 (911)depreW merexanomn rm omesme4 u'e xunmsreaasTam OPT SWEEPLOCK 40 OPT. AUTO LOCK OPT. PULL WIDLE EXTERIOR [? 0 HLE MIMIAMFQADE J�(9 MIAMI-DADECOUNi'Y poSm/ttl, ?914,RO➢UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RRpr e�PpaM 11805 SW 26 Street, Room 208 'BOARD AND CODE ADMINISTRATION DIVISION Coe,„ t"l°(IM6) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. SCANN� 1070 Technology Drive North Venice, FL 34275 BY SCOPE: St. Lucie County This NOA is being issued under the, applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This 'NOA: shall not be valid after the "expiration date stated below. The Miami -Dade County Product Control Da Section (In Miami de County)' and/or the AHJ (in areas, other than Miami Dade County) reserve the right to have this product or material. tested' for quality -assurance purposes. If this product or material fails to perform' in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or'suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this, acceptance, if it :is determined by Miami -Dade County Product Control Section that this product or material -fails to meet the requirements of the applicable building code. This product is approved as described- herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing'No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 1 I of 11, dated 09/09114, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance• number and expiration date by,the Miami -Dade County Product Control Section. MLSSILE,•IMPACT RATING: Large and Small Missile Impact Resistant LABELING:'Each.unit shall bear,a permanent label'with the nianufactuier's name or logo, city, state, model/series,' and following'statemem: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of thi1.s 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 mahufacture'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 followed by the expiration date may be displayed in'adveitising 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# 16-0629.12 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. KAWDAoi=. COUNTY NOA No. 17-0614.09 •, , Expiration Date: April 30, 2020 Approval Date: October 26, 2017 17/0,17/1 7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS --- 1.---Manufacturers-die drawings and sections. - - -- (Submitted under NOA No.14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed -and sealed by Anthony Lynn Miller, P.E:' B: TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.FBC,.TAS 202-94 2) Large'Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94_ „ along with marked -lip drawings and installation diagram of a PVC sliding glass door, a PVC fixed window.and analuminum sliding glass door;:using: Xodispace 4SG TPS spacer,system, Durasealo spacer system; Super Spacer® NXTrM spacer system and XL Edgerm spacer; system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F171,4717, •FTL-8068'•and FTL-8970, dated 11/16/15, _ 06/07/16 and 06/02/16 respectively; all signed and sealed by Idalmis Ortega, P.E__._ (SubmittedunderpreviousNOA.No.16-0629.12) ' 2. Test reports on: 1) Air Infiltration•Test per, FBC, TAS 202-94 2) Uniform Static -Air Pressure Test, -Loading per'FBC, TAS•202-94 3) Water Resistance Test, per FBC; TAS 202-94 4) Latge•Missile.Impact Test per FBC; TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 20.3-9-4 ' 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94' along with marked -up drawings and installation diagram of a PVC fked window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897,rdated 08/bi/14, signed and sealed by Idabnis Ortega, P.E. (Submitted under-NOA No. 14-0930.25). C. CALCULATIONS 1. Anchor -verification calculations, and structural analysis, complying with FBC-5u, Edition (2014), dated 09/18/14.and 04107/15, prepared by manufacturer; signed and sealed by Anthony -Lynn Miller, P.E.- (Submitted underNOA:No. 14-0930.25) 2. Glazing complies with ASTM E130049 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). OA Aar Manuel P ez, E. Product Control xa iner NOA No,1 - 614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1. PGT Industries, Inc. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No_ 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. , 2. 'Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15; expiring on • 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated - 08/10/17, expiring on 02/28/18. , 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16' expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"' Edition (2014) and FBC. 61 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.' 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony LynnMiller, P.E. 3. Proposal issued by Product Control, dated 6126/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Subneitted under NOA No.14-0930.25) -4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Subinitted under previous NOA No.16-0629.12) G. OTHERS 1. Notice of Acceptance No.16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I. approved on.08/04'/16 and expiring on 04/30/20. : Manuel a ez, P.E. Product Contr " aminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval bate: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT VINYL FIXED WINDOW 1)THIS PRODUCTHAS BEEN DESIGNED &TESTEOTO COMPLY WRHTHE REQU1REMENISOF THE FLORIDA BUILDING WOE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 MAX.BUCKWIDTHSEETABLES413 (SHORTOR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED (NWIND-BORNEDEBRISREGIONS. FOR INSULATEDGLASS INSTALLATIONS ABOVE 30' IN THE HV THE OUTBOARD '.. B,SEE�L. O.C. SEE I- 1 TABLES 413 LITE(CAP)MUSTTEMPERED. ,,. SHEETS - I I I 1 3)FOR MASONRY APPUCATIONS IN MIAMI-DADE MUM, USE ONLYMIAH4DADE COUNTY - APPROVED MASONRYANCHOHS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHMMNE_ASTMCWWNCRETEMASONRYUNnB MNCREIEWIIHMIN.KSIPM WSINUS ANCHOR TYPE. :r UGHTWIOTH - 4)ALL WOOD BUCKSLESS THAN 1-1"ICKARETO BE CONSIDERED IXINSTALLATIONS. r- -- — - — - — - — - — -- -- 1(WOOD BUCKSARE,OPTIONAL IF UNIT IS INSTALLED DIRECRYTO SUBSTMTEYl000 SUCKSOEPICTEDASVARE 1-10THIMOR GREATER ( WH IXANDU BUCKS USED) I ) , SHALL BE DESIGNED TO PROPERLYTRANSFER CK LOADSTOTHE STRUCTURE. WOOD SUM / -VISIBLE _ B•MAX D; SEE SHEET4 MAX BUCK HEIGHT, SEE TABLES413 (LONG OR SHORTSME) DESIG MDINSTALL rONISTHERESPONSMILTTYOFTIEENGINE ,(EOR)OR A ,LIGHT ASEE ARCHRECTOFRECORD,(AOR). I HEIGHT / SHEETS 6)MN OREMBEDMENTTOBASEMATERULLSHALLBEEEMOWPLLORESSNOOR I / STUCCO. USE ANCHORS OFSUFFICIENT LENGIHTOACHIEVE EMBEDMENT. NSTA1.LATIONL ANCHORS SHOULD BE SEALED. OVERALLSEAUNGFIA4HNG STMTEGYFOR WATER - RESISTANCEOFINSTALLATIONSHALLBEDONEWYOTHERBANOISBEYONOTHE MAX. O.G SCOPE OFTHESE INSTRUCTIONS. SEE TABLES. 413 0) MAX. 1M• SHINS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT T IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED 1 , LOADS. WOOD BUCKS, BYOTHERS, MUST BE SUFFICUNTLYANCHORED TO RESIST LOAM WFOSEDONTHEMBYTHEW1NDOW B1-- MAx. TIDESIGNPRESSURES: - TYP. EQUAL•LEGIBOX& A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLETEST PRESSURE. FRAME FLANGE FRAME ANALYSIS AND GLASS PERASTMEIM. , B. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCRIRAUCYCLETEST PRESSURE FRAME ANALYSIS AND GLASS PERASIM E130W. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. '- - 0-MA1L ---�' I+ - IMPACT RATING DESIGN PRESSURERATING LARGE&SMALLMISSILE IMPACT RESISTANT VARIES PER GLASS TYPE, SEE TA9LES413,SHEETS&10 MAX..BUCKWIDTHSEETABLFS49. (SHORT OR LONG SIDE) -••± Imo- MAX.O.C.BEETABLES" j I I WSIB E 1-- ucHTWImH C I I UV. SEE T SEE J TABLES - 49 o-� B)THEANCHOMGE METHOOSSHOWN HAVE BEEN DESIGNEOTO RESISTTHEWINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE WMAX. a HAS NOTBEEN USED NTHEDESIGNOFTHISPRODUCT.THEIBLOMOURAIM FACTOR - At AK, WAS USED FOR THE EVALVATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO = SEETABLES - -MAX CONTACTWTRI OMER DISSIMILAR MATERIALS SHAUL MEETTHE REQUIREMU SOFTHE 413 - - � IN ` FLOMDA BUILDING CODE FOR CORROSION RESISTMCE �. MAX.O.CI 1 B) METALSUBSTMTE TO NEST MIN. STRENGTH AND THICKNESS REQUIREMENTS PER , CURRENT FLORIDA BUILDING CODEANDTO SEREMEWED SYTHE AUTHORITY HAVING SEETABLES JURISDICTION. - S C. VISIBLE , 0.13 LIGHT NEIGHf 10)REFERENCEB:TESTREPOWSM.M97;ELCOML WNNOA:ELCOCRETEFLEXNOA: _. ELCOAGGREGATOR NOA: ENERGI W NDOWAND DOOR PROFILES, LTO WHITE & _ BRONVUGHTER SHADES OF CAP COATED PVC EXTRUSION NONE: NATIONAL DESIGN / IGHT. SEE HEIGHT. BE SPECIFICATION FOR WOOD CONSTRUCTION,!WSUAF&PA NOS& ALUMINUM DESIGN MANUAL 'TABLES 4B - 11)R ..BSTTROVFOL® PVB BY KURAPAY AMERCA INC. VISIBLE (LONG OR - SHORTSIDE) G 'S ..09PSENTRYOL Ol® RLAYERBYMRAMYM1ERCA INC.UGHTWIDTH ,- FIN& VISIBLE LIGHT FORMULAS 6 MAX' 1 ' WIDTH: SUCK WIDTH.431Ir MAX OTABLE9413 D. 6' MAX. 11r NEIGH%GUMHEIGHT-43116• _, MAX SEE CODESISTANDARDS USED: MAK BUCK WIDTH SEETABIES 413 .2017FLORIOA BUILDING CODE(FBC), BM EDITION (SHORTOR LONG SIDE). •2014 FLORIDA BUILDING CODE (FBC), STIR EDMON TYP. EQUAL•LEG/BOXB .ANsuAF1�oS-2015 FOR WOOD CONSTRucnoN FLANGE FRAME (CURVED -ALUMINUM DESIGN MANUAL.AD"15 OR ANGLED CORNERS) •AISI SIM12 •AISC3641D / VISIBLE LIGHT HEIGHT rr 1.26'MAX. l i C. SEEI SHEET4 MAX. BUCK HEIGHT,SEE TABLES4.9 (LONGOR _ SHORT SIDE) I, --J - ,25•MAX -I I-- LL TYP. INTEGRAL FIN & J-CHANNEL FRAME (80°CORNERS)• - (ANCHORED THROUGH NAIL FIN) r / VISIBLE HEIGHT- / , VISIBLE US WIDTH MAX O.C. SEE TABLES49 _ MNL BUCK T OR LONG SIDE) 49 _ (SHORT OR LONG SIDE) TM INTEGRAL FIN & J-CHANNEL FRAME(CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) BUCK HSIGHT.SEE TABLES ONGR LSHORT SIDE) i- I . Gla® Type - DescriptionpDescriptionp Toble 'A'=ANNEALED •H• u HEAT STrLENGTHENED-. 'r'=TEMPT yuB•=,OSMIYTROSIFOL® ' 7 7/B'Lamirlated LG.:1/B'A Exterior Cap +T/76'Air Space +5'76'Laminated; (2)Llles of l/S'AGlass with .090'PVB imellayer 4 S 7/8'Laminaled 1.G.:1/8'T Exterior Cap+7116'Air Space+$116'Laminated; (2)Liles of 118A Glass Wlth.090' PVB lntsdayef 5 PVBBYKURARAY AMERICA, INC.(1) 9 at' 7/9' Laminated I.G.: 3116' A Exterior Cap+ 3/8' Air Space+ 5116' laminated; Was of 118' A Glace Witt .090' PVB Imeri er 6 5AMERIC .INC. YGIAS® 10 719'Lemilaled LG.: 311 V T Exledor Cap +318'Air Space +5r16'Lamnated;(2)Ules of 119A Glass WOh.WO'PVBWedayer 6 INTERLAYMBYKURARAY "MICA 11 1' Laminated I.G.: 11W T Exterior Cap+ 7118' Air Space +7116' Laminated; (2) Utes of3/76' A Glass Wth .090' PVB Intedayer 7 INC. /2 1' Laminated I.G.: 3116' A Extedar Cap +31W Air Space +711W Laminated; (2) Liles of 3116' A Glass WIlh.090' PVB Interlayer B 13 VLamineted LG.: 311ETExledor Cap +3/6'Mr Space +7/1a LaMnated;(2)Ines of&IS* A Glass x1B1.09T PVB lmedayer 9 14 1- laminated LG.: NIV A Exledor Cap+ 31W Air Space+ 7116' Laminated; (2) Lltes of 3/160 A Glass Wilh .090' SO mledayer 10 15 1'Laminated LG.: GATT Exterior Cap +3/8'Alf Space +7/18'Lamiated;(2)Was of3/IV A Glass vAth.WO' SG Irderiayer 11 GLASS TYPES 141HROUGH 16 1'LIDnirlated I.G.: 118' T Exterior Cap +7116-Air Space +7116'laminated;(2)Llles of3116' H Glass W1m.09(r SG lmedayar 12 17MAYNOTBEUSEDWIIH 1CHRNNEL NT OR IEGRAL 17 1'lamhatad LG.: 311C T Exterior Cap+we-Air Space +7/16- Laminated; (2)Lites of3116-H Glace YAm.D9D-SG Imedayer 73 •FIN FRAMES. Group Anchor Substrate Min Fdpe Olden, Min. Embedment' E 2-7/7 x .131' Canmm Nail P.T. Sc Awm PIw (SG= 55) 319' 2-7/1S' 2.10 R6 fl lank liotilp Nall P.T. Smllthem PIM (SG=.65) 3rr 2-7/16' P MOTIIaehead SMS (steal, 18A S.", 4410 S.S.) P.T. BoMMm Plus (SG=.55) 77 13/e' Aluminum, 6063-TY 318' 0.050' Steel Stud, Gr. 33• 31r 0.0451' 08 (3a) Steal, A36' 3I8' 0.050' p12SMB (steel, 1Bb S.B. a 4105.5.) P.T. Sw ft;n Pine (SG= 55) EVIT 13/a' AlmHnum,6063W 318' 0.063' Steel Stud, Gr. 33' 1 Sled. A38' 3R 0.050' - MIN.OF 3THREADS "EYONOTHEMETAL aUSWRATE. 1NGROMED OMP VALUES MAY BE USEDFORGROUTED CMU APPLICATONS. WINDOW FRAMES MAYBE ANYOF THOSE SHOWN BELOW: F WIE 0 BOX OR EQUAL- LEG 0 JCIflWNEL IMEGRAL FIN ALL ARCHGECNRAL WINDOWSHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EX !.ES BELOW). AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURETABLES 413, SHEETS 6.10. Fes— sloe - ♦r— sloe —1 F-- sore --{ --I sUDE l— Ti -- --,= 1 Tr -- --� Tr --- --- - - $1,0 T LONGLONE LONG LINO Sim SIDE b f-- sloE —I f-- oE —I F— SIDE f` SIDE --I L� BwE --t 0TT / IW'IZ--j r— - r--- r— -1 r -1 , i - MIN. OF 3 THREADS BEYONO THE METAL suBS1RATE. Mdeal Mkt. Fr Mh F. Bled Sae+ 92kd inG 16asawr BOkd 95n, 410ScnW 90kd 110ksl Eta dw® 5Ttd 98 Fei Elm LxueCmID 1551csl In lei 410 SS Bm OdeReD 127.4kd 1B97 Ml OMNLT A nenun 16kd 22ks1 A3BSIw1 . Mite 50 ke1 or. 33 S1ea Stud M kd 45151 \=J 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 " (941)-4e0-1600o-tfioo ® CDFYmaMOA11 PoTINWSINES, INC CERT.OF AU7H, k39'198 ALLmEMB RESERVED VINYL FIXED WINDOW NOA(LM&SM) 8 919/14 GLASS/ANCHORS/FRAME OPTIONS &m J ROSOWSKI PIN-5520 a MSc 2OF 11 1XII MD-5520.0 1118 II. No. 58705 -1111111r1' A LYNN MILLER P£ INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGBOX FRAMES INSTALLATION OPTION 2, INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME _ - ANhCHO EDTHRWAM GHFREANDI% INSTALLATION ' _ I DIRECTLY INTO CONCREIEfCMU. SUCKSTRIP IWO CONCRETEICMU. OPTION _ _ EMBEDMEW MBEDMENT - SEENOTE2,TWSSHEET. E ANCHOREDTHRWGH EDGE DISTANCE 1/P MAX FRAMEINT02XWWD I` SHIM _/1 114'MA% FRAME OR BUCKSTRIP. —r i ' t- SEENOTE2.THISSHEET. _ �� 'O EMBEDMEW - DISTANCE u FLANGE FRAME.. ' SHOWN �SHIMAI(. 1 TYP. ANCHDRTYPE DC 2 SHIM EMBEDMENT AND EDGE DISTANCE PER .. TYP.ANCHORTYPE, SUBSTRATE '— -EMBEOMEWMID SEETABLE 25MEET2 - S a - EDGE DISTANCE PER suB3TRATE,SEE 5. - TABLE2,SHEET2. FLANGE EXTERIOR _ FRAME FT .NOTES' - SHOWN- MB'THICKLO. �-• I 'I)USEONLYSUSSTRATE-APPROPRMTEANCHORS - USTED ONTABLE Z SHEET..2 FOLLOW EMBEDMENT + AND EDGE DISTANCE UMMS.AW INSTALLATION OPTION SHOWN MAYBE USEDON AW SIDE OF THE WINDOW. - _ DADE APPROVE[ 2)MASONRYANCHORS MILY BE USED INTOWOW A3 MAY BE VERT( PER TABLE 2 SHEET 2. ALL WOOD BUCNs 1E55 THAN BUCK mslsL I.1W THICK ARE TO BE CONSIDERED IX - 1/4-MAX - HEIGHT U HT - _ INSTALLATIONS, I% WOOD SUCKSARE OPTIONAL IF SHIM . HE] GW I UNIT IS INSTALLED DIREMYTO SUBSTRATE WOOD �- - BUCKSDEPICTEDAS2%AAE14WTHIMORDESIG- - - -- DREATER T (YAIEN D) STOTH E - O MOPERDCKS LO PROPERLY TRANSFER LOAOSTOTHE STRUCTURE WOOD BUCK AND STRUCTURE RESPONDESIGN RESPONSIBILITY ' INONEETIONISTHEECTOFSIBILRD. THE - - ENOMEER ORARCHTIECT OF RECORD. 3)VISIBLELIGW110 M0RHEIGW(ALSOREFERRED r : TO AS DAYUGW OPENING) IS MEASURED FROM 4 SHIM EDGE DISTANCE 1•THICKI.G. 4 TYP. ANCHORTYPE. �� EGEDM - EDGE DISTANCEPER: , O �D TABLE 2, SHEET2 TASUE ,SHEETS Wr THICKI.G� W - MSIBLEUGWDTH T Ewo LFRAME BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A -A �._ I .. _____.-:..._.............__-. _......______. 010OR412STEEL -+{ 1/d'MA%. SHIM � SMS(GS). SEE TABLE2.SHEET2. I'THICK LO, BEADINOTOBFADING. FLANGE I EQUAL �J FRAME u LECUBO% NO CHANGES THIS SHEET. SHOWN FRAME TYP. ANCHORTYPE, II�� SHOWN EXTERIOR - — - EMBEDMEWANO -_ _ _ _ _ - OOL�J EXTERIOR 0 5 I I EDGE DISTANCE PER R a' '4 LI SUBSTRATE,SEE INSTALLATION _ V INSTALLATION TABLE 2, SHEET2. EDuaL-- - - , - ' OPTION 4. OPTION 4 LEGIBO% - ANCHORED THROUGH PRIME IWO METAL ANCHORED THROUGH FRAME INTO MET& IT111111111 qI SHORN-- �1/4'MFICSHIM _ -_ _ - _ `APT QNY LYNX/ q, D 1070 TECHNOLOGY DRIVE ` �N,. /�� � �� y���� N. VENICE, FL 34275:' `IGENSE •••:Gn% • ,v J (941)-090.1600 f = * r Na be705• •AA* EMBEDMEW ___ _ _ D COIMWGW0101)PGTItmU511ilES WG � . 1 , CERT.OF AIfIH. A2B289 ALL RIGNi9RF5ERVED STA /` _ VISIBLE LIGHT FORMULAS ': G `i �: INSTALLATION Wmm:BucKmm-4-3/IC VINYL FIXED WINDOW NOA (LM&SM) g�B/9/14 �'��.`• R 6PTION2 •. HEIGHT BUCK HEIGW4-UIC, - ORIDp-:' ?�.• ANCHOREDTHROUGH _ EDGE DISTANCE , ,; �iSS% ••••• �CA`N� F EDIRECTLYINro FLANGE BEQUAI-LEGBOX FRAMES c JROSOWSKI 'gI10NAl1EtYP coNCBETE/cMu. VERTICAL SECTION B8 -, I r - PW-5520 � NTS 30F 11 02 M0.5520.Oi a B ALYNNMLLER,P.E v.Easnos INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION' OPTION 6 OPTION 5 INSTALLATION OPTION 5 +/a•MAx sHRf ANCHOREDTHRWGH +K•MAK SRAM - '- ANcnoREOTxaouGn lNn:GRALFlN EMBEDMENT FRAME NT02%WOOD {-� EDGE DISTANCE ANCHOREDTHROUGH FRAME OR BUCKSTHIP.SEE MiD ]XEENOTE AMEOSHEEr. RIP. SEE NOTE 2, THIS SHEET. INTEGRN-FiNINTOZXWOWBUCKS MP.SEE 1. EMBEDMENT O NOTE 2, THIS SHEET. FRAME OR BUCKSTRIP.SEE I NOTE 2. THIS SHEET. EDGE + 3 EDGE DISTANCE DISTANCE ^ 3CHANNEL FRAME BROWN � a • EMBEDMENT + ° Z1N'M4%SIGN TYP. ANCXORTYPE. I —I 1'mICKl.0. ^� EMBEDMENTAER LS LJ TYP•ANENTANPE, EWE SUBSTANCE PER EMBEDME PER SUBSTRATE SUBSTRATE, SEE B DISTANCE PER SUBT 2. TABLE2.SHEET2. INTEGRAL EMBEDTYP.AENTAN IE, SEE TSHOWNSHEET 2.' (SCREW SNGNiQ �rII Fp/ EMBEDMENTAND EDGE a p 5 WVLSHOWN) OOL.J � I iff mICKl.0. I �O FRAME SHOWN SEETABCEEP3.SHEET2TR. 3CHNEL owsle�ucxrwlDm (NMSNW) ATE. FRAME 7m-THICKLD. NOTES: SHOWN v ' BUCK WIDTH +) USE ONLY SUBSTRATE- APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 83. SHEET2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY DADS APPROVED MULLION. FSC COMPLIANT ALUMINUMISTEEL FRAMNG OR STEEL STUD. REUSED ON ANYSIDEOFTHEWiNOOW MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 283. SHEET 2. 2) MASONRY ANCHORS MAYBE USED INTOO W000 _ A9 PERTABLE 2, SHEET 2.ALLYroOD BUCKSLE55 - BUCK VISIBLE THAN INSTALLATIONS. SUCKS ARE LIGHT INSTALLATIONS.+%WOODBUCN6 SUBSURONAL HEIGHT HEIGHT IF UNITISCSDEPI IOASVTOSUB.-THIC.—+/i'MA%SHIM pi0ORDS),SEEL SHIM OR GREATER. BUCKS DEPICTEDSUCKS( (WHEN USED) EMS TABLW2&3, r SHIM OR SMALL BE AND 2% BUCKS(YMENUSFER SLE5283, ^ SHALL BE THE STRUCTURE. TURF. OW TRANSFER SHEET2. L� PRODUCTABVISEb ANDLOAD$INSTALLATION IS THE RESPODBUCKDESICd1 _ 00dmaoG"'IdsW°�°t° AND IN6TALLATIONI6 THE RESPIXJSIBRTTY OF Awl THE ENGINEER OR ARCHITECT OF RECORD. 0 AcpP�m HPI - 097D • E Pi�m' DYe 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO By +`THICK LO. REFERRED TO AS DAYLIGHTOPENINO) IS �� �� INDade P+odun -- MEASURED FROM BEADING TO BEADING.. - FINANDDR MAYBE NO CHANGES THIS SHEET. REMOVEEM(WE D BIFIFLD O 11 EGRALFIN EXTERIOR EXTERIOR TYP.ANCHORTYPE,EMBmmM FRAME SHOWN ❑ c f1_ 0 3 ANDEDGEDISTANCEPER - - SUBSTRATE.SEETABLE3,SHEET2. INSTALLATION OPTION 7'' INSTALLATION OPTIONS (SfAEW SHOWN) INSTALLATIONTHROUGHTKEINTEGRALFN. INSTALLATIONTHROUGHTHEFRAME.INTEFINRALRAL 1/<`MA%. INTO METAL,SEETABLE3.SHEET 2;� INTO METAL BEE TABLE25HEEf2, ,TL11111//////// LY FRAME n� [-'sHIM 1070 TECHNOLOGY DRIVE ��`��,ONY...APV ° 1 N. VENICE, FL 34275 ` t' UCEN�' INSTALLATION EDGE - (841)-480-1600 =*: Na 68709 OPTION 5 DIsrANDE * = ANCHORED THROUGH m coprTaDHr02ov PcrumuBTLaEs, INC v; 6 INTEGRAL FIN INTO 2% CERT.OFAVTH. p2828B ALLNGXTa RE3FAVFn 5� ? WOOD FRAME OR VISIBLE LIGHT FORMULAS pO,o., rTe 1 ;•�` BUCKSTRIP.SEENOTE2. WIDTH:BUm"OTH-4 W VINYL FIXED WINDOW NOA(LM&SM) 8 9/8I14 �. ••.•AT�IDA:: \l`� THIS SHEET. EMBmMENT HEIGHT: BUCK HEIGHT•0.TNC �� `r :! x J-CHANNEL & INTEGRAL FIN FRAMES g J ROSOWSKI YiS�ONAL VERTICAL SECTION D-D 7 PW5520 NTS 1 40F11 0 MD5520.0 p B AL FEp eL'�,PE +I 7O NOM -1 70 NOM. I- 5/18"AIA PVB I 5/16"A/A PVB 7/16" AIR SPACE 7/16' AIR SPACE 1B' A GLASS 118' T GLASS �J EXTERIOR a EXTERIOR eeas ease +I M-NOR 7/8'N, M. I� I I 5116"A/A PVB 3I8" AIR SPACE 3116' T GLASS aEMETUOR� I •• GLASS TYPE 7 GLASS TYPE 5 GLASS TYPE 9 GLASS TYPE 10 • s p Imo- 1'N 1'NOR +{ I+ 1'NOR +I - Imo- 1'NOR Y 7/16'AIA PVB 7/16-AIA PVB 7/16"AIA PVB 7/16'A!ASG Q 3'""a 7116'AIRSPACE 3W AIRSPACE 318"AIRSPACE 318'AIR SPACE O rn •1� y o 1/8" T GL71S5 3/18" A GLASS 3l18' T GLASS 3/18' A GLASS o r¢� aEX 011 aE%TERIDR 6EX7mm .a EXTEPoOR Z LL g g w•ua Lt uB • 8683 8083 8O-B3 80-93 S W GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE I14 ^ z o 0 0 z a 1'N I I I 1'NOM. +I I I 3 z 7H6' AIA SG 7/16' H/H SG 7/18' HM SG ExrERIOR ° u Z318"AIRSPACE 7/16°AIRSPACE 3/8'AIR SPACE �. z3118'TGLASS 1/8" T GLASS 3I76' T GLASS 9ae3 EXTERIOREXTERIOR C]E%�ERIQ$ "11N esy s"ua s 7 6rN spas GLASS TYPE 15 saes GLASS TYPE 16 eons GLASS TYPE 17 78 `.\`'OtlY `\ Sa.......VNl * i. 1,10EN4�: No. sa7Ds ••, M s : ANN�D•. 'N'=H TVMNOTHENED OLASSTYPESI4THROUGH •I •' I •• 6T i TE P T=TEMPERED 17MAYNOTBEUSm WITH IJLH7WNELORWIEGRAL TYP. GLAZING DETAIL s••.',\••CpglpN"•'��`` ''.SAONAL svB•.=.oemTRosIFGL® ENG`\\ T BYKURARAYAMERICAINO •FINFRAMES - I 11111111\1d 'So '=NTSE YKGU 5®, A. LYNN M¢lER,PE R;E=YER BV KURARAY ANERICA WG 1 P.EJSB705 'm Shen Slea(N) � f 0 N Y N O 0 P g N O m N Y N B r y i r r t f m O y. v � D p a r r r r ♦= t ,� d 'O 9$frke"oos^ ga D i �yga r �b"g'85"g'oo�'�mGm3 p o c Y A n -i $ c r m t♦ � �_ ii m � Y • � a u D � _ 0 C b _ o A oa a 9 Shan Slag (In) o 3f i m oSa%vof�mYi3 Sm�Yt3 l; ie o �� a . ♦ . . a • a . m O O� b��� b� �• � b� x m �v y G s m o D O C 0 7'- mga g 31;i5 S. b"g2 _ Cl O .t r . . o _ � pg_ .�a r + y T Amr ?gym L L NP � mA Ty y o� 6z m Fev°i - ;m mama 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 0 (941}480-1600 i Q� ® cavrw 0=17 acrlrmust'aEs wc. I fi CEf1T. OF AUfH. elRBB eLL W6HfS R6e1NE0 ANYL FIXED WINDOW NOA (LMBSM) , $ 919114 N )ESIGN PRESSURE TABLES A Rd J ROSOWSKI m PW5520 NTS B OF 11 S6 MD_5520.0 B 11 n awnSm M) o q 4 1J Y 4� 3 {f$! w N 0 q P T !wl 0 0 0 S Nm I- N P IS :gt 0 0 0 i i{ F 3 ♦_ i i i 3 +♦ q J �+1 �1 m � i i T T S T T i 4 T v$ o �J I e o 0 0 0 0 0 0 0 o m o V 1 O J{ O O O ..... 0 9 'm w i O Z O i____ O O i D O i i D O { >yN A o���e o0o m a _ _ J J *-I;� O vovo O �U �nS yea£, �g Ng aP +i V+IpOLY Jiiii PC y° O o _ • o o i V o 'g F000� �o =z 7�a a a �S ri3 z N 2 { iJ LL— a O Shot Side o 3 S { $ i_ $ $ ♦♦ $ $ F $ $ ♦ $ i $ i $ i_ $ $ i $ i $ i $ 1 q p i i ♦ 1I� ♦ a $$�$i$$$a��sa6� s F F s_ i a_ a♦ i i s♦ mm $ $ SS $ $ $ $ $ $ m m 0 zi of O f io° m 3 9 N i F F F F♦♦ 3♦ 819 $$$$$9${7' 2 EEa 3{ 3 3 3♦ F' q _B i a �= i t G� •ne Si iis'$ii$ =an _ P Q mo w ♦ a _= Star + ti po '1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1500 ® COPR =0317 PG71MIISiP1EA m Clll7. OF NRl1.42B288 �WaN79P6FRVE0 VINYL FIXED WINDOW NOA(LMBSM) § 919114 DESIGN PRESSURE TABLES B Rd J ROSOWSKI PW5520 NTS �7of 11 E IMD-5520.0 @ B SW side On) �f &'S'NOY19SNSOaf AA 8: Y.m, f;m Bg� 1 1 i i + i t+ i z V �+. V V O -� O �a, O OzZ V o e o o e o 0 o a o 0 0 0 V 0 V 0' O O O` r O O O J O n� + S t + t Y+ L 2 2 2 2—++ 9 f 0 0 0 0 0 0 0 0 0 0 0 0 o m y 0 �a m o ` i 1 1 i t+ 2 t m O v J V O O O I OI M C T 1♦+ Y l t, l t t a t 4 i m D 5' S+ n no 2t222+2tt� a E! npy 9s i t t O 4+� P>� Piz A tt++2 t1p G�G` JJ2 J V J a t i+ L ut+ m O O O V J b 4f - Shad Side an) O m p 8{ 9 q N p O S m 2 i, p Y f 20b'. 2p�1 O r O Lz zt�+.i3ntl+till+. O O O O J J J JO J O e a O + .+rIO N+N O J O O O O J O O Z. T Y m Z. OZ O OI D C S a t• t, i F. t, m o �i v e 000 Om 0000�0 m 00 r �. m O! m C � i�t x t2 t+22L' m 6j ,�nme m o 0 0 0 0 0 0 0 o a o f r N y g .9 1 i _, it++t m=m 4 V O O O O O O C O J N O O N y O O 2 O t t++ O Y J m 2 J m+ 2 V o O a 9t+! + � o o o fO O g � + + Ae '1 �" � p� O O O o O O S b y o ii; J mS 0 91n�� �m mS O N 1 Ellm � �m m mm � � i.Oa r Ts E7 - N. VENICE (941 (941}4M 480- ® a]PY18GR CERI'.OF AUM.9�39e MLR VINYL FIXED WINDOW NOA (LM&SM) DESIGN PRESSURE TABLES C PW5520.$ NTS F 80F11 IM NOLOGY DRIVE Rers FL 34275 0 600 11 WT RAUSTIeES PoG p HB RESFINm y 8 919114 m J ROSOWSKI MD-5520.0 e B Shod Sid. (m) J P y O p1 p� m q A q 41 O+ q m q m N+ p O Y m y A yy FI O ,p m g J m m N m i i i i 11N+tltl� P loll lv S$'o0oR 11+11101+co 1 + N m N Wp♦¢111I+100 fE2 K ♦@ii+�l.' C I °'a+ l l� m S� J@�C 8 4 M+ V O+ " i tr ii . t G O . N+ N A* W* U A V �• 9 Iff a m m W d m@ .♦@a m m♦@ A p� m o ~ Ap ♦ .@Yyy g , n i t i i + � � g$$ H+Go ro A co i i ♦g@88♦0@�_ ++ l' 2 59 ♦ a ♦ + •� •� N _ A L J m O TM,* Pym0 9% -M pm $$ O 2� HYsZ % C %nPj2 AA n�1 o 2z� zm Shod Sid. Qn) m � ) ��mtR��mg»SSwgHom��Ng� i y � @ � @ ���; ONO S m O m y 0 0 0 y 8@ @@ e e Y a P .{g. ® K�N NO+ am !. a 4 S S e ge+ a 6 � in as m aN Nag mi. mho + + @ gg C gg C B ♦m + m A rn D $ 1 A N v N N m+ m O O Q g m i ♦ c ♦ o N J mAll W S ip w F'aoa K1Ao mPa m� s �'m+o 9c c�na me o e i eee� Qol t' t t t' t. s m �ptsfsolu •9�a W O W. fi i t t t �€ �$�ii�b>$gQppQgm a L � mr II I T Fa — mi 0 1070 TECHNOLOGY DRIVE zR6o N. VENICE, FL 34275 z A l Oy� yp(9a1}490-isoo o' N.2 CQtT.OF Al119.6Z02B8dNl WGIIIS N66rv071ES. mG N p1Y a g� VINYL FIXED WINDOW NOA(LMSSM) B Bl9114 DESIGN PRESSURE TABLES D Ltd J ROSOWSKI c PWS520 " NTS B1 9OF11 IN MDS520.0 i 9 11 sw SIB on) 3 3 .........e�'gg�eeee= e _ggggg�ggegeeg�ggm a a 0 .18 is e is e gig a 0 s a 0 0 o e gh ee - eeee;-- ;$m 0 0 0 0 0 o e e o e o 0 - - o e - e - e e e B 3 $$�e��gggg + + o {m { ro re 3 a { 3 + ro 1 ro o { ro + + o ro ro _ 0 o+ o* o n n 30.2; * + a a a o m +� gg�geegg���geg a f� m� m � g g 2 g E g g �e g? g� a• oae re re re s. � e o o a£3 m o e y g e g g g e g g g e 0 0 0 0 0 0 o ro 0 g ggeggggggo ya O 5 g C C� C C C S r r P n o ro o e ro egg m++ �>^Ygc g rsoaa re, _eNg o eQef + 3 + �e �e e � 101+ ggg� 0 5o { e 7�H T O o 3 y0 g ¢ i g _ o O & V SIro4 swe on) 10 o ' W.8168D6&3iS P.{S ld k'ig{i g�ggg$e=ggg$$�g ro o ro o re re o ro 8 8 o ro .. f Y f f+.+. a ro ro o ro ro 0 o re ro - m` $gge�egggg$ �s n o O O O O O O O O O V eQCYQeeeeeeo �" ao ro ro ro o 'o o ro m� m 9 m ggooSggge�n� a a Fa o 0 o e z p 0 0 as 9n� f�8 m3 o_ 0 u ��O Am m- L MZ� II N I c 107E TECHNOLOGY DRIVE �8 r e u p `y5�.• ,�'�Ty'; N. VENICE, FL 34275 0 �ga.3� (941) -460.1800 m fryag z_D:e g mr_ covrwarromt>FcrumustwES me m °2 �z_r ym-_ � y'2; CERT.OF AUiH. tl29298 ALL waxrs gFsvn® m 6F' VINYL FUO=D WINDOW NOA (LMBSM) 8 9/9/14jJ i N DESIGN PRESSURE TABLES E g& J ROSOWSKI /tt4nptt P` e a PW-5520NTS S 100F11 oz MD5520.0 e B 1 �-I 1.3i6' Imo- 3.6W ]500' 3.SOP 3598' .......... 'tiJ O�CHOR C04ER 1A81'nE 1A83' tA93' 1A83', k. -- +I.869' ,.3p1• .BRB' 3T6 (1 J HANNELFRAME .fits OFLANGE FRiW 1976' O3 1NIEGRALFW FRAME _O4 EOUALLEGI FRAME T 1. T L. - -- SRICONE _ HOT-MELTSUM ALUMINUM REINFORCEMFJ AS, .17V STRUCTURAL SRIFOAM 5116'NOM, SEAL SP0LYlTRUCTURAL 1/4•NOM. FOAM 3116'NOM. BUMS WrrH, ESICCLFN WITH DESICCANT ROLLFORMED_ WITH DESICCANT DESICCANT FOAM STARLESS STEEL O1' &FAD EXT. GLASS , - • EXT. GLASS EXT. GLASS MRERED' - INT. GLASS INT. GLASS - INT. GLASS wwNERswrm KODISPACE SUPER DURASEALO XL EDGE'" INTERIORAND - O ary1 O O �EMRIOR 4SG_TPS SPACER NXT SPACER SPACER WELDS I -- — - - -- - - TABLE 14: FRAME ASSEMBLY DETAILS Part# Description Material 80 Komme"Ing 4SG TPS Spacer System at - Ouanex Super Spacer nXr with Hot Melt Butyl _ Sea this Sheet for. 82 Quench, Duraseal Spacer Materials - 83 Cardinal )L Edge Spacer ' TEST PORTS: FTL i17,808 0 Part# Description Matertal 1 62011 channel Frame PVC -2- -620118-Flange Fmme - - PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Cofer PVC 6 720136 718• Glazing Bead PVC 7 720135 1' Glazing Bead PVC 74 - Beckbedding, BE 7700 or Dow 791 Silicone 76 71646N Setting Blwk (7/8' x l' x 118'), 85+/-5 dlno. EPDM PARTS NOT SHOWN FOR CLARITY. WEL FRAME SHOWN. PART 01. OTHER YPES APPLY. e SM,M77 a M ME NOT USED AND ARE _ TOFTHISAPPROVAL 31 PVCTO BE LMFIED FORAAMA`- ' 'RCOOE. _ .. - ... RGLwcrReWSFn of romHY1N W W WeFbIL E�imtlm 0mr 020 I ar M De4e viF .., f NO CHANGES THIS SHEET. i - - a ;`��1';'� 1..... 1070 TECHNOLOGY:DRIVE N. VENICE, FL 34275 (941}480-1600 3 * ' No. Beres •. #= ® CERT.OFAVTH.A1al98 cmraaHromn xrumusrwFs we. All wOHrs RFSEav9a //; 7 :ram(., �%JO�: VINYL FIXED WINDOW NOA (LM&SM) 9/9114 %6`s' �;;�OR1DP,: •G\C`� r,'SioNAL1e: K BOM&ASSEMBLY - &m JROSOWSKI ji PW-5520 NTSJjj 110E 11 2� MM520.0 p B ALYNN MRLERPE. P.E150704 HLE MIAMI-DA31rP, MIAMI-DADECOUNTY e keck7vsgRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) jut2019 Miami, Florida 33175.2474 BOARD AND CODE ADMIMSTRATION DIVISION Permlttin T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)St• Lug �eOertrnentwww.miamidade.eov/economy PGT Industries, Inc. 1070'Technology Drive, North Venice, FL 34275 -BY ScoPE: ZK Lucie UOUMV This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER:-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA• shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes: If .this product or material fails to perform in the accepted manner, the manufacturer will incur the expense; of such testing'and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade CountyProduct Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has .been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5570/2770" Vinyl Sliding Glass 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'dr 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 ofthis product. ' ' - TERMINATION of this NOAwill 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 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. I , 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. 1 ; r This NOA revises NOA 015-1210.01 and consists of this page 1 and evidence pages E-1,.&2; E-3 & E-4 as well as approval document mentioned above. • • � . _ The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY NOA No. 17-0420.06 r Expiration Date: Apri114,2021 Approval Date: September 28, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L. Manufacturer's die drawings and'sections. -,- .(Submitted under NOA No. 114107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21. - ' of 21; prepared by manufacturer, dated 10105115, with revision A dated 04/O5/17,, signed and sealed by A. Lynn Miller, P.E. Y B. TESTS 1. Test report on 1). Uniform Static Air Pressure Test, per FBC, TAS 202-04 „ ,. 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with,marked-up drawings and installation diagram of vinyl sliding glass door, prepared by., Fenestration. Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15; signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2:.Test-reporton 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'20I-94'. ' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-04 , 6) Forced Entry Test, per FBC, TAS 202-94 ; r along with marked -:up drawings and installation &&am,of'vinyl sliding glass,door, prepared by FeneWaiion Testing Lab,'Ine., Test•Repotf No.'FTL'8546, dated 11/06/15, signe`d'and sealed l y ` :",•' Idalmis"Ortega, P.;E.'(Te'st reportrevised on Ol/04/16 and 02/11/2016) Tesfrepoit on: l)'Aif Infltration Test;'per'FBC, TAS 2112-94° '," 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test; per FBC; TAS 202=94 4).•LargeMissile+Impact Test per FBC;TAS201-94. 5) Cyclic Wind -Pressure Loading per FBC, TAS-203-94 ' „ 6)•ForcedEntry,Test,per FBC, TAS 202-94 along with marked -up drawings:and installation diagram of vinyl sliding glass door, prepared -by Fenestration; Testing Lab, Iric.,,Test Report No: FTL,8547, dated 12/0.4/15,.signed, and sealed .by Idalmis Ortega, P,E. (Test report revised on 02/15/16). 4. Test report on 1) Ai -.Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air PressureTest liperFBC, TAS'202=94' 3).,Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact,Test per FBC; TAS,201=94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC„TAS 202-94. " `, • - along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No; FTL 8548, dated 12/04/1=5; signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17 0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 PGT Industries, Ine. NOTICE OF ACCEPTANCE- EVIDENCE'SUBMTTTED 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 ; ' e 1 ' , along with marked -up drawings.and'installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc:; Test Report;Noi FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) I , t , 6. Test report,on 1) Air Infiltration Test, per FBC, TAS. 202-94 2) Uniform Static Air Pressure Test, perFBC; TAS 202-94— " 3) Water Resistance Test, per. FBC, TAS 202-94. 4) -Large Missile Impact Tesfper FBC,,TAS 201-94 5) Cyclic Wind Pressure Loadirig•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 Testper FBC; TAS 201-94 - 3) Cyclio,Wirid Pressure. Loading;per FBC; TAS 203-94 ' along with marked -up drawings and installation diagram of vinyl sliding�glassAoor,'prepared by Fenestration Testing Lab, Inc., —Test —Report No: FTL 6638(samples A-1 thru'A-22), dated 11119110, signed and seale&by Jorge'A. Causo; P' E... ' (Submitted underNOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test; perFBC, TAS202-94 .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 perFBC, TAS 201=94 - `• , , 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 E ` 6) Forced Entry Test, per-FBC; TAS 202-94 along with marked -up drawings and installation diagram. of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc, Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A, Causo, P. E. (Submitted under NOA No. 11-010 7.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB C-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted tinder NOA No. 151210.01) --� -large M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No.17-0420.06 ' Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , C. CALCULATIONS (cont.) t 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources.(RER). E. MATERIAL CERTIFICATIONS 1. ,.Notice of Acceptance No. •15-0528.14 issued to Vision,Extrusion Limited for their "White Rigid PVC Exterior Extrusions.for Windotivs-and.Doors",,dated 08/13/15; expiring on 09130/19. r' ; 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202,and lighter Shades (Non -White) Rigid PVC, Exterior.Extrusions for Windows and Doors", dated ,12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No..15-0528.15.issued to Vision Extrusion.Limited for their "Brown Coated (Painted or Laminated) White:Rigid PVCiExterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19: t • i 4.. FNotice 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 expiring expiring on 02/04/21. ; - , S 5. Notice of Acceptance No. 46-0712:Q4'issued to-ENERGI Fenestration Solutions USA, Inc. for their `Bronze'and= Lighter 'Shades of,Cap CoatedRigid,PVCExterior Extrusions for Windows and•Doors'.•'; dated 09/35/16; 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 reportsNo(s). 10-002=792(A), 10-06-M0527, 535753-09;.per,ASTME-84,ASTMD1929 and ASTMD-635, issued by,EXOVA,to Vision -Extrusion for cellulosic composite material. (Submitted under NOANo. 11-0107.0,9)- 8. Notice of Acceptance No.14-0916.11: issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/I8.?- 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: • = .r• Jorge M. Plasencia, P.E. „ P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED HE F. STATEMENTS ` - - 1. Statement letter ofconformance with FBC-Sk' 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.15-1210.01, issued to POT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. A duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 20.17 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERALNOTES:' 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. . 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 3) ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). - - 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE, 63 INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOAlS1: ELCO ULTRAGON, CRETEFLEX 8 AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES REST REPORT&): FTL-6337, 6338, 8045-8649, 8052 88717; EXOVA-10A02-792(A) 810-006-10231; CAMBRIDGE 635753-09; 7) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN 8 TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAYBE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112• THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/T THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 8 TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114' THICK 8 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: Gm Mehar •6ubYnm Fnmp Mam6er MIp.R19e pmmnva A BM8(01)w 4W 9.9.BMB onre 11 a•e•ds/ml P.. m (SG-D.55) In 50 wir wle•e12,.1.1 d.2, —mum0wm,60a Tr .126'mM. wl•F,me. a 9 wr PMak La' - 6W NB Aar mla aJckroe• rotl/Sw/JUM 11r 4 wr aw 9m.I S1utl.A85 b. b• .W1•MnlNcxmo .w9lVl w "71. 14 G.. PAaex are• a.071.14 Ga. 114' Eme unmcee P.T. e m Plnv 0 b i• -tar , ae• 1l4.On4+aeJl. CnuRn P.T.fie wbm PW e•0.G' P fae' --P:r.k 1• . B 412, tleelvae4.erew (G51 P.T. somk.m Pin 8G•0.56 d SV ros/NB• B fa8. e' PBwkn. w1a• 1.Yb• . Vr Eln Nt6.n Cmmnta r,4. 2.85 WO PL.W 1" fae• 1ar th .4 mu. (ASV GBO .tuN r I-V4• P4wvk 1• 1.1/4• 110 Bn H06.6.o Wm m MU,1-14• P61k1 G.90 p k - ar PA. G Wxnm 135 "D roeweJV2ma ta16• 1a4• . Ph k 1• 1a4- 44'Boo fe-06.6. IgmoGaty Carcnm Mn.1221ce w.mv8 - Tw tar P4nk 14/Y fae• Wireuwtl CM0. C� Jamb Y '1.44• p.lmk Y 1- P P.T. ae '65 Plre G�O.Ofi WaM6WJamh 1' IaB• - P n 1i 1a5• 0 Mcm n,Wb'- BB rIi 1---aaavwWrel35ke W, '•• 1111 pPPJI4NS6.nmW1Wmb•IJ 222?2-e.-111r1I/1YYrYY 1N'FJLn4'4I:fm0v8U.6M, Gc,venbFia CInennl• HOWv v _ kkk 2.1/Y 1 Un9routatl cNu, TM C90 dame 2.1rz 1-v4• . P{pek &lYC 1.14• • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'UNGROUTEO CMU° VALUES MAY BE USED FOR GROUTED GMU APPLICATIONS. SUBSTRATE IS WOOD, 30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CDDE31STANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE MCI, 6TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT, 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE, ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE, 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 8)ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. •2014 RARIDA BU6DWG CODE (FBC), 6fH miwN •ASTM E1300-05 •ANS11AF&PANDS.2015 FOR WOOD CONSTFttX=N •ALUMINUM DESIGN MANUAL, ADW2015 r •AISI5100.12 •AISC 360-10 Maletlel Min. Fr Min. F„ Sleet Screw 02 I Imm1- 4100cmw Wmi. 11Dkel EIw A,Xm,G9w® '. 67 m1 06m1 Eko umtoll® 155 kF1- 177 m1 418SSEIcoC FlmV 127A m1 189.Tm1 fi081T6AlumNem 16 ke1' 221m1 A3651ee1 3 k—w• OR Gr. 33 S1 SN4 37 W 46 VINYL SLIDING GLASS DOOR NOA (I GENERAL NOTES UPDATED TO FBC 2017, VINYL MFG. NTS 141 1 OF 21 MD-5570,0 DESIGN PRESSURE RATING SEE TABLES 1, 2 8 B1, B2 ON SHEETS 7 8 8 7S PANEL TYPES ................... 17 EXTRUSIONS ............... _..... 18 ACCESSORIES............. _... 19 SCREEN DETAILS ............. 20 PRODUCT REVISED em`m°mep�e8 11n mo weaan Non -No.• 17-0420.06 I5pin60n Sato 04/14Y2021 *; No. 68705_ MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1&2 MAX UNIT WIDTH NOM. PANEL WIDTH PERTABLESI&2 NOM. PANEL WIDTH PER TABLES I&2 MAX UNIT WIDTH NOM. PAN k� PERTAE MAX. UNIT HEIGHT ! I� MAX UNIT I" HEIGHT ! ! / I� MAX. UNIT I" HEIGHT I� HE - I" PER TABLES I&2 Iq PER TABLESI&2 / ! I PERTABLESI&2 ! / � ! F I TABLI MAX UNIT W IDTH �I NOM. PANEL WIDTH PER TABLES 162 _ MAX.. UNIT HEIGHT / PERTABLESI&2 NOM. PANEL WIDTH MAX. UNIT r HEIGHT PER TABLES I&2 / 1 I I Ig J 6-PANEL CONFIGURATIONS MAX UNIT WIDTH / 1 7-PANEL CONFIGURATIONS NOM. PAN PER TAE MAX HE PER TAI III v v v 1 I NOM. PAN PERTAE 1 I� MA? la HE I PER TAI �I v!> ;LWIDTH LES 1 & 2 MA.I. VNII WIUIN �I UNITGFfr E$} ER S{ 4-PA4ELCONFIGURATIONS MAX. UNIT WIDTH NOM.PANEL WIDTH PERTABLES 1 82 MAX. UNIT HEIGHT PER TABLES 1 & 2 I r CONFIGURATIONS NOTES: 'X' - OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '0'= INOPERABLE PANEL 'p' =POCKET LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (P) CONFIGURATION CAN BE PXXXXP, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2) 00' & 135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND o REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER mvmrranomn paremusrnres.r .LLL61311npFSPRIED 4) FOR NOM. PANEL WIDTH, SEE TABLES I&2. 1070 TECHNOLOGY DR • 5)MAX. ALLOWABLE FRAME SQUARE FOOTAGE - 472.656 FIF (—SHEETNUMBER - N. VENICE, FL34275 (041)-480-1600 �.avr.unnwm ,, Eapintion ey I3 Mlam a II*I J 6-PANEL CONFIGURATIONS DLO WIDTH = NOM. PANEL WIDTH -B-0116' NOM. PANEL WIDTH = PANEL WIDTH+ 13116' DLO HEIGHT =DOOR HEIGHT - 11 -1/10' VINYL SLIDING GLASS, DOOR NOA (LM) EXAMPLE CONFIGURATIONS NO CHANGES THIS SHEET. 17-0420.06 J ROSOWSKI 0 •�. 7Z. NTS 111 20F21 1991 MD-5570.0 METALTYP„SEE ANCHOR NOTE 4, SHEET 1; MIN, OF 3 THREADS BEYOND THE CONCRETWCMU ANCHOR REQUIREMENT I-'— FRAME WIDTH 114'MAX. REQUIRED IF DOOR HT TYRANCHORTYPE, HEIOIs OPERB02+ +B 1 •B+ EMBEDMENT AND +; �_ e G Wix2s4C. a e� EDGE EDGE DISTANCE PER - - DISTANCE SUBSTRATE, SEE TABLEA,SHEETI& DAYLIGHT tv RREflwR,- NDTE3,BELOW _• FOPENING-^] WIDTH EMBEDMENT q I p st r-•,;- EDGE/ ::. .._'•1.• .:.. saB I d u ssoC SEE SHEET+e 0� EDGE DISTANCEX: DISTANCE E EE woE B, BI I I >6 2B fl T) � RB SEENOfE 9. 1/4'MAX. --i B 1L••", .•,.% 1XORZXWOOD rws SHEET I I 32 Tws 6HE V mis SHEET EMBEDMENT BUCKSTRIP, SEE 6EE NOTE B, THIssHEErp ANCHOR '/ NOTE 3, SHEET I L — — _ _ _ J, 98 X 314' SMS REINFORCEMENT SCREW; 7 TYR ANCHORT•YPE, � PLATE AT / ) / _ PER STILE, LOCATED AT CENTERLINE AND 6'. EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) ����. B' S 12' FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR `1SUSSTRATE,SEE 1` LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLE A; SHEET 18- DETAILA2 IN+ER<acN INTO NA501dtY ����`\ _ •�� I NOTE 3, BELOW 2X WOOD BUCKSTRIP OR �° 00 Rwu DVDCOR EMBEDMENT ` FPIRIOINT., FRAMING, SEE ANCHOR +B DAYLIGHT 2191 x0cxrsovEnw• 114'MAX. ,--� _ rQ OPENING EDGE I eROmP�wE�iM1e Flo44v NOTE a, SHEET 1 —�I I"�' a uswB JT WIDTH 6I + DISTANCE I 17-0420.06 r I T NOq-Nv. no TYP. ANCHOR TIDE, Lo eEENOre 0,TW8 SHEET I I Dxpl.tO. DOW 04142021 EMBEDMENT AND 18 a a EDGE DISTANCE PER d w a e TYRANCHORTYPE, SUSSTRATE,SEE e - EMBEDMENTAND P q Mtem v re v r' TABLE A, SHEET & Bt q o o P ' EDGE DISTANCE I NOTE 3, BELOW PER SUBSTRATE, SEE TABLE A SHEET EDGE 634)mRU IO:EPER®MA% o 18 NOTE 3. BELOW IEz+EwoR I DISTANCE ,9'DQ., 9EE9k�ET 1B 1— PANELWIDTH L �--- J L�- 114•MAYL CONCRETE/CMUPER ASTRAGALMA�E ANCHOR REQUIREMENT INSTALLED IN Eq HER EMBEDMENT _ HORIZONTAL SE OWN INTERIOROR at FIXED PANEL CLIP& EXTERIOR DIRECTION. ��`°� pNY LY1yN NOTES ANCHORS, SEE ALL PARTS DIRECTION. `� OiAY LYA I)DETAILSAPPLYT02,8AND4 TRACK CONFIGURATIONS: REJNFORCEMENTWPES(SEE NOTEe mISSHEET) DETAILSHEET19 F•'•. lam: 2) REFER TO ANCHOR NOTES, SHEET I. - •.P� 3)SEE SHEET 13 FOR ANCHOR LOCATION BSPACWO, FOR FORALLLOCK1TREs, * NO.59705 ; nsrtu°as.FaEo11 O O ° VINYL SLIDING GLASS DOOR NOA(LM) �1005/16 ANCHOR QUANTITIES, SEE TABLES 1& 2 sraEsnNDi� •0y ' HDROAMALRN6911 Z FRAME ETINCHO LOCATIONS. PLATE, ffE/A qB, IS REQUIRED AT ALL INSTALLATION, HORIZONTAL XSEGT.B JROSOWSKI P (/ F)PANEL WIDTH LOCATIONS. 0qq srA DP 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD -ON. FOR wpmlvHio2vn wr NwsrtoESNC v1 NO CHANGES THIS SHEET. �� 04�06/17 '''rs •••Og1DP,.••G�t?� 6)SEE TABLES I& 2 FOR REINFORCEMENT REQUIREMENTS. ALL MreRmacs O O _ numsNrs usrmTD �'/q�aNALtENO`` 11 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY{� 1070TECFINOLJOGY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. srumaRD w N. VENICE, FL 34275 ALYNN NBI£R,PE 7) SEE SHEET 20 FOR SCREEN DETAILS. (94 1�4BO-1600 2D3570�30F27 j� MD-55740 1991A p.E.B Beme DETAIL E1 TYP.ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 Iso AND EDGE DISTANCE PER lusoswoO wm Mna0x8r 1xm TAL DADEAPPROVED MULLION, FBC Nm Mn t%twG(afNP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL )i& TE 3, THIS SKEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAYCONCRETE/CMUEDGE FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTALET I NOTE3,SHEETI SUBSTRATE, SEE TABLE A, SKEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHORDISTANCE EDGE tBNOTE 3, THIS SHEET EDGE TABLEA.S 41REQUIREMENITEMBEDDISTANCE ', DISTANCE - EDGE DISTANCE MENT (EMBEDMENT 4`` -/ EMBEDMENT I� EMBEDMENT Ile MAXF s 1/4'MAX. J y t 1XOR2XWOOD IIIIIIIIIJJJIIIIII a Q BUCKSTRIP. SEE m ANCHOR NOTE 3, ' // ' m r SHEET e / FOR lOfJtaT11ER, nafRAOGla, T1xE0 sTREs nxO _ HORImNrnt ANCHOR PLATE AT Ross EVERYANCHOR LOCATION DAYLIGHT O OPENING FRAME ass - HEIGHT HEIGHT ROTE e, Tnls exEEr s% Ea 0 et �W q et az a ae xa 1/4' MAX. 's GROUTAS a NEEOED.SEE ANCHOR NOTE a f� S, SHEET a O IfaMIJ �/ 1l4'MAX. MAX. MAX. 1111 /1LAI U IL,II NII I—lbr MAX a V LTYP. ANCHOR TYPE, EMBEDMENT AND /TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE L EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FORANCHOR LOCATION & SPACING, SB X 3/4'SMS REINFORCEMENT FORANCHOR QUANTITIES, SEE TABLES I&2. OLD WIDTH= NOM. PANEL WIDTH -B RMW SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -II-IAV CENTERLINE AND 9' FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT -2-1l2' (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 0) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT �gREVISED VARIES WITH EXACT DIMENSIONS, as complC tl Mth too FLnN4a REQUIRED NoA- 17-0420.06 POSITIVE ezplmtlan Oato 04/14/2021 DESIGN 380 PRESSURE, 1 R SEESHEER .390--�1 I+— Mlam a mu"I contmi 7&8. .390-1 1 -- T H—.390 1.T93 2�7 4,041 MzsHONM J-1 2.370 4f k43-Ab AtSOAPPLY 823 2.887 3.484 �7 .063 .060 .060 s 2-1/2'=TOTAL .060 SILL RISER RISER SILL RISERO SIL�IGHT aa(2-1/3'TOTAL O(3-1LYPTOTAL O(4-1116-TOTAL O(4-IB/B'ZTOTAL ,,N'Ot4Y LYryy41��� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �A; JOBNSF'•.C�%_ EMS '..'. 4 I EMBEDMENT 1+ DISTANCE VINYL SLIDING GLASS DOOR NOA (LM) 10I05/16 �. i No. c8705= EDGE I TYP.'ANCHORTYPE, TYP.ANCHORTYPE, INSTALLATION, VERTICAL XSECT. S.1 JROSOWSKI p': -"I ^' EMBEDMENTAND ZXWOODBUCKSTRIPOR EMBEDMENTAND ® �O,a,'•. UATEOF DISTANCE EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CO PER SUBSTRATE, NOTE 3, BHEETI PER SUBSTRATE, rowmutrtWiireFtsa0.VmlrmusrPus,wc. NO CHANGES THIS SHEET. �� 04l05H7 •,;lcS,s'NAENG\?• PER ANCHOR DETAIL FI SEE TABLE A. DETAIL F2 SEETABLEA 1070 TECHNOLOGY DR �� t tMlltll s�` REQUIREMENT SHEET (&NOTE 3, SHEET I&NOTE 3, N.VENICE, FL 34275 INTO M440NRY WIO W000 (941)480-1600 ALWNMILLFA.P.E. THIS SHEET THIS SHEET�na,�a SGD6570� NTS 40F 21 =4 M0.5570.04 A ppagaKg , I R9 PRE p> 90 MA%ie8'O.C. I,t�F CLOP SEE EHEET 19 DETAIL H2 9 6j F%hW p pp. 4o � Ca B0 ��6.O CU..S ESXE®t10 L� - G7 C,REICE CORNER I,u O BB 0 00' ❑ yy LMEPI 99 I�Q/ �O � iB oljpLl 1 V p. N WCu - E%IERM RB 195° �• 4+ o I d BO° 93 a/` ILfI DETAIL G1 DETAIL Hi ❑0 Nrx+asoc. w j� IM:IOECORNEfl NSIDECDORER --- 40 EXTERIORu (4)TNRUKE ER pp M.QR w ®pwxaeo.c, ' + SEE SHEETIB 19 PRO a o 6Q ®O ,coo. yC�nT REVISED BlE _, *IinghM�wIN Ne FI*r+tla NO". 17-0420.06 135• 4 e plraveu Oat*04/142021 Me= product control ° NOTES o 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION d SPACING, FOR ANCHOR OAP R° QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR 1. `'1pN......... N x DEPENDING ON CONFIGURATION. : �S?••OCENSF�G t9 E9 4 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10105115 (4)TIEtU ID3EPFA1JNAf( 95 - 88 p s.eo.c., sEE SIIEEr+s DETAILG2 3 d CORNER ASTRAGAL HORIZ. XSECT. S� J ROSOWSKI %A•:. IP( ouTSDEcrowuER DppYPII ORZ9gHliummm'�'Itm i NO CHANGES THIS SHEET. �A 04�05/17 :�tnssf4oRlon.... � ` 1070 TECHNOLOGY DR N. VENICE, FL 34275 q (841}480-1800 1SGD-5570111 NITS 11 5OF 21 S MO-5570.0 �@ A A.LINNMURPM cem o°aurR.rmae QPTIONAL NON- �.;• a DETAIL 11 iNrowsown DETAIL 12 Irma mnsowry STRUCTURAL a;.;. CONCRETE/CMU' ' ANCHORS FOR _1 ,. _ Q z1 1 EDGE pER ANCHOR INTERIOR POCKET RIo TYP. ANCHORTYPE, EMBEDMENT e+ DISTANCE _r.' REQUIREMENT - JAMS � m "L/ AND EDGE DISTANCE PER INTERIOR POCKETS MUST y SEE FIG 1. '' rfus snl>:r 90 SUBSTRATE, SEE TABLE SHEETI B NOTE 3, BELOW: _ RGORE,'snER�°gcSnrroc�r3` INCLUDE A NONSTRUCTURAL, o FOR DOOR HEIGHTS 86"AND LESS: FRAME JAMBTO REDUCE THE '+ 10 '~ " Off' POSSIBILITY OF WATER INFlLTRATION. �,..;'zf �I :';..,r. LI 1!4°MAX. 1B EMBEDMENT •, �,;�;.. r,i ANCHOR 9, a Tt P� voar. 17on. O POCKET BY OTHERS, SEE <': d NOTE 6 BELOW. EMBEp•; •;; •'' ' ' MENT•':':•r' l _`• OPT. FxrEwca 1!4'MAX. FOR DOOR HEIGHTS OVER 06 " 1',f(..1. ..... }.-. - .. ,.. ,. .�.• ANCHOR ' •'• '• 6EE FIG,. TYP.ANCHORTYPE, EMBEDMENT' em'FR R CONCRETEICMU rnissnEer 3+ ° L+ fa' m 21.8' MAX. D.Q. AND EDGE DISTANCE PER EDGE PER ANCHOR V DISTANCE REQUIREMENT zs zr SUBSTRATE, SEE TABLE A, SHEET I d & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET a e, - - - - TYP. ANCHOR TYPE, EMBEDMENT - AND EDGE DISTANCE PER ' METAL TYP„SEE ANCHOR NOTE SUBSTRATE, SEE TABLE A. SHEETI 4, SHEET 1; ANCHOR LENGTH TO & NOTE 3, BELO BE A MIN. OF 3 THREADS BEYOND + - EDGE 2X WOOD BUCKSTRIP OR THE METAL SUBSTRATE DISTANCE 'I FRAMING, SEE ANCHOR EDGE - NOTE 3, SHEET 1 DETAIL 13 DISTANCE OPT. ANCHOR OPT. ANCHOR Iraro METNI EMBEDMENT n oPr. Q +r orr. EMBEDMENT - 114" o DETAIL 14 INrovr000 114'MAX. a MAX, T� V 10 Fbf6ET 91 Id Tms EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 52. - 4)SEE TABLES 132 FOR REINFORCEMENT REQUIREMENTS. - 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. L%"l"l IlDlEmm 15 EXTERIOR POCKET I VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05119 �P_-IOOK EXAMPLES, HORIZ. XSECT. 1& JROSOWSK) uc NO CHANGES THIS SHEET. kA 04l05l17 i 9 -5570J NTS b SGD 60F 21 6f MD-5570.0 ii£ A * i No. 68705 Deelgri Pressure (DP) and Anchor Quantities Required; (ter all apptmed confirm ons on Sheet 2) ' Use this (able br. Glass Types 1, 1A, 3.r 3A Astlegal Relnbmement tO Inckstile Rembmeelenl tl25 or 026 Sid. lnterbek Relnbmement 027 DW Urn Height air w 96° 66.15116° DLO HdBM 72-15fiV DLO Height 84.15fIS' DLO Height Anchor Group AnchorGmup ArchorOmup A B C D A B C 0 A B C D Design Pressure +60/-60psf '+60/60psf +60/.60psf He.&S01 C3+1 C3+1 p+i C3+1 C3+1 C3+1 C3+1 C3+1 C3f1 C3f1 C3+1 C3+1 24' DLO Width Jamb 5 5 S 5 5 5 6 5 ' 5 5 6 6 P-hook 7 7 7 7 7 7 7 7 B 8 e 1 B Design Fasswe +60/-60paf +60/-60psf fN/60psf 25-119' HeadISill C341 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30° DLO Width Jamb 5 6 5 5 6 1 5- 6 5 6- 5 6 5 P4cok 7 7 7 7 7 1 7 7 1 7 8 8 0 6 si Design Pressure +60/-60psr +60/60psf +60/-60psf 31-119' HeadlSlll CiM C3+1 qff C3N C3+1 C3+1 q+7 C3H C3f1 C3+1 C341 C3+1 36' DLO Width,P-F4ck Jamb 6 5 5 5 5 6 fi 6 5 8 6 5 7 7 7 7 7 7 7 7 8' 8 6 6 s� Design Pmsstae +60160psf +60/-60psf +60/-Wpsf 37-116' Hoad/Slll C3+1 C3+1 C3+1 C3+1 m+I C3+1 C3+1 C3+1 C3+1 03+1 4T DLO Jamb 5 5 5 5 6 6 6 5 5 5WldihP4xck 7 7 7 7 7 7 8 6 e 8Design Pressure j +60/60p.f +60/60psf43-116' HeadfSlll C3+2 C3+1 C3+2 C3N C3N C3+1 C5+2 C3+1 C3+1 C3+148' DLO Jamb 5 5 5 6 5 5 6 5 B 5Width P-hook 7 ] ] ] 7 7 a a 6 8 " L USED IN EXAMPLE ON SHEET 9 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO. ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR OUANTIES LISTED BELOW. SEE TABLE A, /SHEE71 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE En THIS SHEET. - # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. � THE # OF ANCHORS REQUIRED THROUGH THE P4400K, PERPENDICULAR TO THE GLASS. P, T°RI F RI • Water -Limited - (+) Deslgn Premm 910 Riser Ndm, t3111 ,HeION Max. (+) DP Allayed Notre 1.11/18' bee Nma2 42 2-i12' +38.7 psf 43 1V2' +60.0 paf 44 4-v16' +eao par 45 46/8' +80.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE I OVERHANG (OH) LENGTH IS I EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS • EXEMPTED FROM WATER INFILTRATION RESISTANCE. PRODUCT REVISED ..comp ing.10 in. Flood. 6.adlne oda H0A-Na, 17.0420.06 aaplmu.n Date 0411412021 31, • , - DLO WIDTH =NOM. PANEL WIDTH -B-9110' DLO HEIGHT =DOOR HEIGHT -11.1196- ,``Ilpu tp1+t VLYN PANEL HEIGHT -DOOR HEIGHT -2-lir TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10f05/15 `�' NO'�06 } *_ 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSERVALUES OF EITHERTABLE 1 AND TABLE 01 DETERMINES THE WATER LIMITED (+) DP. - OROVERHANG IS PER FIG I, ASILL1UT pp &DP& ANCHOR QUANTITY TABLE �b JROSOWSKI -- _ ppi Ifs(} +1CS 2)IFWATER INFILTRATION RESISTANCE IS NOT REQUIRED RISER IS NOT REQUIRED. IF SO,+DP'S SHOWN IN TABLE I MAY BE USED. mmxiauosou a0raarsssaes,wo. NO CHANGES THIS SHEET. �A 04105/17 O••. Sr l�,. lV � •'• F[Og10P.� '4SS� 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 107 T TECHNOLOGY DR - �� t O NAl NG`` tin qt nil" 5)REFERSHEET 11-10 OR AN HORLSHEEI. 6) SEE SHEETS FOR ANCHOR LOCATION 85PACING N. VENICE, FL 34275 (e41}480.1600 - qq �SG05570� NTS 70F 21 S$ MD3570.0 1111A A.LYN945111A,PE PD!'41e1 Cam. ov mx5e Design Pressure(DP) and Anchor Quantities Required, ' pn e9 spl med c.2guinWw on Sheet 2) Use this too, h10 Dam Unit Height Glass Types 2 m4 80' 84- B6' 106' 12W ' 6&16/18' DLO Height 72-1&IW DLO Height 84-15118° DLO Height 9845/16' DLO Height los-Irdiv DLO Height Astragal Reinlemement#29 ArmhmGmup Aechmamup Anchor Gleup Anchw Group AwhmGreup LockstBe Reinforcement #25 A B C D A B C D A B C D A B C D A B C D HDlnlerlocBRelnbrcemenl#2l) Design PMSM +100/-loops/ +100/-loops! +1w/-Twpsf +So/65 ps1 +60/-65psf 19.118, Head/5gl 03+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+t C5+1 03+1 C3N C3a1 C3+1 C3+1 C3+1 W+1 C3+1 C3+1 C3+1 C3+1 24- DLO Jamb 6 5 5 6 5 6 5 5 6 5 6 5 6 6 6 -6 -6 8 6 6 Width p{l-k 7 7 7 7 7 7 1 7 7 8 1 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100ps/ +100/400pst +100/.Iwpsr +6U/65psf +60/.65psf 25-1/8' Head/SIII CSN C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 05+1 C3+1 C5+1 C3+1 C3N qH q+1 C3+i C5+1 pH C3N C3+1 30' OLD Jamb 6 5 6 5 5 6 8 6 5 5 7 5 8 8 8 8 B B B 6 Width P-Im. 7 ] 7 7 7 7 7 ] 6 6 6 6 9 g 8 9 70 10 10' 10 Design Pmssmo +100/400ps1 +700/-loops/ +100/-f00 psf +60/65psr . +60/65psf 31-1/8' Hesd/slll , C5+2 C3a1 C5+1 D3+1 G,1 C3f1 C5+1 Ca+i C5+2 C5+1 C5+1 G3+1 CSf1 C3+1 C3+1 C3+1 C5a1 C3+1 C5+1 C3+1 36' OLD Jamb 5 5 6 6 6 5 B 5' 5 5 7 5 8 6 a B 6 8 8 6 Width P-hmk 7 7 7 T 7 7.- 7 �7 B s 8 8 9 9 9 9 10 10 10 70 Design PMSM +100/-f00psf +100/-100psf +100/-loops/ +60/-65psf +60/65130' a 37-11V HeetlI5111 C5+2 C3+2 C5+2 C3+7 C5+2 C5+2 C5+2 C3+1 C5+2 CSf2 C5+2 G3+1 C5+7 C3+1 C5+1 C3*1 C5+1 C5+1 C5+1 C3+1 u 42' DLO ,b 6 5 7 5 6 6 �7 5 5 6 B fi 6 6 e 6 8 6 1 8 Width P-heok 7 7 7 T 7 7 7 7 6 s I 6 1 B B I 9 I 9 I 9 10 iD 10 10 Design Pmssme +f00/-0DOpsf +100/-Iwpsr +92/-92 Psf• +60/-65psf +6o/65Psf z 4&1/8' Headl$01 C5+2 C5+2 C5+2 C3+2 C6+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 CSf2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 4B' OLD 5 5 7 6 6 5 8 fi 6 5 9 6 6 6 7 6 6 S. 6 6 Won,Jamb p.ho* 7 7 7 7 7, 7 1 6 1 8 8 I 8 9 9 9 9 B 9 10 10 10 10 Design PAsernn +80/-sops/•. +80/60psr -SO/-80 psi +60/65psf +54.1/6a7psf 49.1/8' Headl501 C5f2 C3+2 C6f2 C3+2 C5+2 C3+_2 C5+2 C3+2 C5+2 C5+2 05+2 C5+2 C5+2 54' DLOa� 6 5 8 Widthp-body 7 7 7 7 7 7 78B , 10 10 10 10 DWIgn Pressrun +so/.Sops/ +So/.60Psf MC54-21C5+21C3+2NC5+212 s1 a49.6/-53.7Psf C5+3 C3+2 CS+3 C3+2C5+3 C3+2 C5+3 03+2 C3+22 C5+2 80' DLOHeadlSM Jamb 5 5 B 5 b 5 7 6 56 idt W dlhP-hood 7 7 7 7 7 7 7 7 8 B 70 10 70 10 • 1.100.0 PSF FUHANGHUKUKUUFb e,Ua F. TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OF. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS I I-06 FOR ANCHOR LOCATION SSPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, - /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD 6 SILL. (EX: FOR C3+1, 3 ANCHORS �— CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GLASS. FIG 1: DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE hinldloll:Yg Watar4lmlted (+) Design Pressure SIg Riser Nom. SD Height Max. (+) DP AOa1ed Now 1.11116, See Note2 42 2-117 +38.7 Psi 43 3.11Y +6D.0 psi 44 4-1/18' +80.0 Psi 45, 4.5)lr +100.Opsf DLO WIDTH = NOM. PANEL WIDTH- 8-9116' DLO HEIGHT v DOOR HEIGHT-11-1/16' PANEL HEIGHT =DOOR HEIGHT -2-1/Y VINYL SLIDING GLASS DOOR NOA(LM) 11110105 DP B ANCHOR QUANTITY TABLE �a7 JROSOWS NO CHANGES THIS SHEET. 041051 SGO-5570TINTS V BOF21 IR41 MD-5570.0 1491 PRODUCT REVISED as pgmpI97, with the Redd. sending0. COOEE 17-0420.08 sending No. 56705 3TA F �' •4�� t INTERIORIGHT CONFIGURATION - P)OK . LAMINATED,' GLAZING,OR GROUP A IN WOOD INTERIM or ORI�Mk PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF ail --- POCKETEW 0la���������o�v��v��iik Nme,MA( sdwgmw i ANCHORAGES YTANCHOMOE, +r SHEET 12 �Y1'ANCHORAGE� --.-IAX M, 8HlttT 12 'C]'CLU9IER, 'C3'CLU T 6MEEi 12 EXTERIOR SHEET 12 SHEETI2 ENDPNCHORAGE' V sEE POC1�iJPMB BPIICE NOTE• INSTA T10N ON HEAD ANCHORAGE DETAILS (MW.I ANCHOR) - V NONSTRUGNRAI.ANC+IORE MAY SHEETS P)=(3-TRACK) BEADDED WFIEWASNEEOEGTO ALIGN THE HEAD OR BILL IFA SPLICEOCCURSWITHINAPOCKET.SILLbNCE INTERIOR CENERLWE OFIMIX BEEFIGUILE SEIDW FOR ADOLIIONAL OFLNIFRLOCK ANGIORINFORMAlION. S' - CENTEA[ME CENTERLINE a?dTERlOIE OFPAN£LI OFPA 2 OFPANELJ POCNkT ..EC BE NOIES, o SHEETS YT• vTANCNOMGE, 25315'MAX 6', MJCHOMOE•, SHEET 11 -.2'ANCHOMGE, MAX RA EVEETII • CS'aU91ER, MUSTER iSHEETIi WERIOR •SVEPCCKETJAMB SREETit SHEET 11 ENDANCHOR GE FMMEJAMB (MW..I ANCHOR) lY. REQUIRED® WOTALLATIONON SILL ANCHORAGE DETAILS C. IMEWOR POCKETS SHEETS` -- PXXX(3"TRACK) PRODUCT REVISED 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1& 2 l! OR EXCEEDS THE REQUIREMENT OF 6uuampl�o�i`"LLH NO Florio: FOR A DESIGN PRESSURE THAT MEETS +48.?J-58.e AT MOM. PANEL SIZE OF 4V X 84". FROM YABLE.I, SHEET 7, THE END PAN EL ANCHOR EXCEPTION: xoaxe. 17-0420.08 DESIGN PRESSURE IS+801-80 WHICH EXCEEDS THE PROJECT DESIGN. - DusTM'CETO NExrauslER 13PLmuca Oam04F1412021 PRESSURE REQUIREMENTS. TO SE2b0 O.C.rn LEss 07 •- FOR WOOD INSTALLATION USING ANY HeaNSN p+2 � Avum Oa ro uc ntro ANCHOR IN GROUP A (SEE TABLE A); TABLE Jamb I.5 . - 1 SHOWS ANCHOR REQUIREMENTS OF: PHwok 7 ! 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD(CLUSTER ANCHORS):.SHEET•12 FOR THE'C3"CLUSTER ANCHORS AT cEATERUNEOFENO raNEI. Ar THE INTERLOCWASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE ' HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REOUIRED IF THE MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER SILL (CLUSTER ANCHORS): SHEET II FOR THE"Cr CLUSTER ANCHORS AT 25.3'8", OTHERWISE ANCHORS ARE NOT REQUIRED FIGURE ABOVE: AS LYNIrII'r �r ON Y• Ar4 THE INTERLOCKIASTRAGAL SILL (INTERMEDIATE ANCHORS:SHEET 11 FOR THE'+2ANCHORS ATTHE PER THE ��'�'•UCENsp'•;�� JAMB: 5 ANCHUHS, JHttl 13 run L M LATUU R PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. •. CATIONS OF CROSS-SECTION DRAWINGS. SHEET 10 FOR SPECIFIC GLAZING TYPES, 3) INSTALLATION DETAILS INTO WOOD CAN SHEET I7 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: - SHEETS 4818FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD& SILL: SHEET4 SHEET IB FOR INSTALLATION OF ADDITIONAL ACCESSORIES. •JAMB: SHEET3• SHEET 21 FORA BILL OF MATERIALS. P.HOOK: SHEETS SLIDING GLASS IAI NO CHANGES THIS SHEET. RM 34105117I NTS I!I 80F 21 I901 MD-5570.0 * N..58705 1-V16-NOM. 3T16' HS GLASS // WIV HS GLASS 3116'HS CLASS r _ 3H6'HS GLASS r 311WANN GLASS >s 10 .O(B'P1/0 .090°pV8 .09o-SG 7116-AIRSPACE 77 76 3T11C N�TI GlAS9 PAINTED/ 311VMGL(SS PAINTED/ 3HC H3 pLA! 3/16'TGLASS LAMINATED LAMINATED PAINTED/ PAINTED/ So O B1 SURFACE IS el -, _ SURFACE m M ._ PAINTED/LAMINATED ez ey LAMINATED O O° _— -- / SURFACE - SURFACE aEX� I— (rl E%7EmOR I �(! aF1f1EPbR PRODUCTI84%LEiIOR- I �1 PPDWCf 19'IXTERIOR- I �I PRODUCT 154XTEiFJR• ( \I PRODUCTIS£%r Wit- GLA2E0.IF98O8113 7B'NOM GLAZED IFp6D8119 WS NOM. GUtMID`T 8145 71V NOR GL IF F8243Is 1 7B°NOM. TOWARDS THE EMF.RIOR i D GLASS TOWARDS THEEXTERIORI D I p1,A55 rOWAR09 THE EMERIOR.I D i GLASS TGWAR0.4 THE E%TERIO(i) O D i plApp BITE I I ORE I SITE I en PRODIxTEma1 I a I a I a 19 °RHEROR- I PRODUCT IS•INTERIOR- PROOUCTIS9ME bR- I I OI.AZEWIF#&"IIS I TO GUl2ED-IFFSPSl Is I rB GLAIED' IF 08LL611s I 79 Cl/2ED-IFd898315 I rB TOWPRDSTHEINTEPIOR I TOWPROSTHE INTEWOR I TOWARDSTIIEINIERIOR I TOWMG3 THE INTEWOR 6C£NDTE; SEENOTE2 SFENGIEZ _ BF .mz _ BB TassxESt ixesNEEf TNISSHEET TIvs SHF£T GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED SIUCONE HOT -MELT BUTYL 'r=TEMPERED STRUCTURAL - N/16•NCM. 1-1/16'NOM 'PVB'=,000'TROSIFOL®PVB INTERLAYER SILICONE - 311CHS GLASS StIVI_R,GLASS BY KURARAYAMERICA, INC. STRUCTURAL 3HC NOM PoLYISOBl7TYLENE V<'NOy1. FOAM ,p3p'pyB .09D'eo - 'SG'=.OBO°SENTRYGLAS®INTERLAYER IMTH WITH DESICCANT DESICCANT 3/i6'HS GlA55 is re 3118'H3 p1A33 73 TB BY KURARAY AMERICA, INC. EXT. GLASS EXT. GLASS 711rAIRSPACE n TB 7HSAIRSPACE >T 76 PRODUCT REVISED 3116'T GLASS WiWT GLASS .. complying with th. Florma PAINTED/ - PAINTED/ e.ntlinp Ca. OTO e, LAMINATED M 6J LAMINATED NOA-No. 17-0420.06 SURFACE O SURFACE OIf. GLASS WT. GLASS a ppFmpR C] E%1EERIOR E.PI..N.e p.b 04%4i2021 PROWCTIS'EXI£RIOR- I \ PRODUCT 18• TEUOR- \ By KODISPACE SUPER GW F=-831n 1 7B°NOM. GIAZED-WA82831S I7B'NOM. mmm . �'oRm >. TO TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERnk D GLASS O 4SG TPS SPA CER®NXTTI' 10 ( BITE I O I SITE ate. I ate, I I ALUMINUM PRODUCT IS INTERIOR- I I PRODUCTISINTEWOR- I REINFORCEMENT POLYISr NT FRLAREA GLAZEO'PBB18115 I TB GLAZEWIFF82831S I I TB BUTYI.EN16'NOM. TGWARD6 THE INTERIOR I TOWARDS THE INTERIOR BUTYL 6H6'NOM. SLICONESEAL SEEIG Z S3 6EENOTEZ S3 ROLL-FORME1t1I1112DEbIcOANT STAINLESS STEEGLASS TYPE 3A TxssHEE GLASS TYPE 4Ny LYN 1y�FOAM �QG........NyEKT. GLASS NOTES: :�'EXT. GLASS1) BACKBEDDING SURFACES SHALLNOTBEPAINTEO OR LAMINATE2 VINYL SLIDING GLASS DOOR NCA(LM) �10/05M5 _ No. d8705TNT. GLAss GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS AIJROSOWSKI �•Oi://,I''/�•�'7, INTERIOR OR EXTERIOR GLAZED; O O •. ,BT 1E OF,••�' DURASEAL® XL EDGETH PROVIDED THAT THEHS- SURFACE cmve1Bn702mT PoromwTREx Nu NO CHANGES THIS SHEET. �904/05/17 ,1�•. y; Ore OF A LAMINATED GLAZING UNIT IS AuaDxrS RsamvTn (� ''•.;OAIDh,:' ����� SPACER. SPACER 1070 TECHNOLOGY DR ''SS7pNAL LNG` ADHERED TO THE GLAZING LED. a �� N. VENICE, FL 34275 y lot TI11" (941)-48D-1600 I SGD-5570 j NTS 10OF21 gQ MD-5510.0 $ A A L PE ww PE 6RT.M ANIHyA10B SILL CLUSTER ANCHORS LAYOUT: ARiRAGAL 01i .. INIEPIACK . cEmEra.we 4° FMERIQ-B 3-TMCK 4INSTERCa' ANCHOR LOG710NS -A ]• Elsa I �1•� &MCKCWSTt ANOMoftLOC mm 4° 4TMCKCLL51E11 CYAKC4KIR LOCATtlNO ASIgA OR W E lOG< cEtrteRlwE 4• e EXTERIOR 3-1PAG(CLUSIFRCS ANCHORLOGnOI$ NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK T0.TRACK 2) DISTANCE IS 2.376° 2.375° FORALL SILLS: rruuavmruxm Trsrtttavwsu LW41E11A�RlIIIIOG1M4mIII�: fII' V HJwb p 1 Jamb 5 P4=k7 4° sTRACKausTFR'05• ANCHOR LOGIKINS PANEL '- CEMERL7IE EMjE1RIOR v 2-TMCKIMEg6fEWAlE Y1'ANCHOfl LOCATKW PA cENIEPLPR EXERIOR v IMCKRO'EgMEDIAM YPANwCR LaanoN PANEL CEMERLINE 4' EK TE�TIWOR �J 2-TMLK INgANEONTE •1rANCRORLOC ww PA E CENTFi4.INE 4° EJ(T<�ETRyIOg E%[ 1 4TRACKOITERYEd Yt•ANVIOft LOGmaV fwvuea I£AiANT4TNE wuoimvowL unEmmATeAAamLaumxc 1TgACK INIERNEONTE •.rANOwflLounau 1 PANEL CEME SII E . 4' EMJE�HIOR v .-TRACK INTFPIJLdAIE SAN ML=mm 4' STgIUCI(PnEWAE m 44•ANCHORLOGmw 4TRACKOT(FTt4EdATE �/ 4lMCKINTE(tYEVATE YrpNCNOq LOGnau YSPNCIIOfl LOCARQ'ID NOTES: 1) ALL DIMENSIONS SJ-IOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2.376' DISTANCE IS 2.376° FOR ALL SILLS: I 1I YRVVV41 RCtl WCV `tt1•'"""'r. vl)XJ Haaal59l 1 as come Ike q Mtb ILa "*' ; . DNy LYN'N emmm tl FT NOA-No. '17-0420.06 J '��'�<CENse EKPIm6oq Oato 04N42021 I ' * Na 58705 l III VINYL SLIDING GLASS DOOR NOA (LM) 10/05N5 er NuIF Iam o ro ua Omro -p ANCHOR LOCATIONS 6JROSOWSKI spOT+, n Dr oaysraa:.awa NO CHANGES THIS SHEET: �� 04(05117 I KK`Sc.F�oRIo?. NTS Al 11 OF211901 MD-5570.0 HEAD CLUSTER ANCHORS LAYOUT: ASTRAOALOR �OR INTERLocK 4' wTERLOCK 4" COWIE WE CENTFFIVIE jjjjg10R 3.22° EXIIEI��IRIIOfl 322" �j TNACKCL A V EARCIIORIOGTIOWTI0N9 �AN�CH RLCGTbNS ASTRPGAL OR ' INTERLOCK CENfFALINE 4. EXIIEI��IWIOR —•. 312° �J STRACKGL6TERCY ANCHORIOGTKINS ASONOALOR INIFAIOCK CEHIFIiIINE 4T =MUSTER •WANCHORLOGnONS A6TRADALOR N ER OCK CENIEP4NE 4• EXTERIOR 322° �J ANCNOAT K LOGRON6 HO CLO TIT A6TRAO 011 PRERLOCJ(—� CENIFIWN@ NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS jt2,375' FOR ALLHEADS:DS: N. PANEL CENTEPLNE EMJJERIOR 5 _ \2- R IMERMEOIATE W ANCHOR LOGTION CFt+rER EMERIOft Il 3TRACKPrtERMECUTE V 'rPANCHOR LOGTb11 PANEL CENTEIBPVE EXTERIO 0.TMCKINTEA1dE0NTE 4I•gNLNOR LOGRON PA EENTERLME 4° EXTIERIIOR 3.22" �J 2-TRACKIMERMEDIATE Yp•AN mLOGRONS PPNEL 4.75' EXTERIOR -I yT CKIWMEOIATE V vzANawRLaGnoeu rr ��01 �d �0 SLIDING GLASS DOOR NOA (LM) 0.TRACKPRERAIEWTE•✓I ANCHOR LOGTIINA PANEL 4° CEME E EMjE�RIOR 322° . V Y.TRACKINIFSNIEOWTE 'TANCEpRLOGTbN9 PANEL CPMERLDIE 4° EXTERIOR +I 3.22" fl SIROLK PNERMFIXATE V vTANabRLOCATION9 4° 0.TRACXIMERREDAMIT ANCHOR LOGT NOTES: 1)ALLDIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTA2.376" EV2376. FOR ALL HEADS: IS III ANCHOR LOCATIONS B J5IJ ROSOWSKI CHANGES THIS SHEET. PAI )Z70111 MS Ill 12 OF 21 'V MD-5570.0 PxPI.O.. 17-0420.06 N.. 68705 P-HOOK ANCHORS LAYOUT: OPT. ANCH( TO AID ALIGNMEI OPT. ANCHC TO AID ALIGNMEI.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK HJ.b Ca JemS 6 P-0ook 7 ' JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 21.0• JM,� MAX. O.C. E%IERIO EXTERIOR8MAXIMI 2TRACK FRAME K FRAME JAMB ANCHORS JAMB ANCHORS JAMB PE WEEP NOTCHES ' PER END NOT HES (3) TRACK WEEP HOLES " EVERY 24-@ 1.125'%.190°;� _ (1) WEEP NOTCH EVERY lu JAMB jam-- J. 7.125" / I-4-TRACKFRAME JAMB ANCHORS .. SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) JAIVINYLSLIDING GLASS DOC ' ANCHOR LOCATIONS C xwclil NO CHANGES THIS SHEET. JAMB MSIR m9ml NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND;4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD i NUMBER CF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. (10) TRACK WEEP HOLES EVERY 24" 01.125"X .190'. J ROSOWSKI NTS III '13 OF 21 IXS1I MD-5570.0 '4° @ 1.375'X.500• PRODUCT REVISED ae =awFi la wiN x,e Fleaaa Danmam C1ale xon-xo. 17•0420.08 NOTCHES @ 1°X.500" No. Sam HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: - SILL 90° CORNER CLUSTER ANCHORS LAYOUT: r uo�w.uoo`o co"Px°E'�eiu PIICHWLLOGlIM9: L409.22° EXEERIOR 3.22° RAKC ORLO MFR 2.TPACKBO•COPNER •CPMCHORLOGTWNs � 'Cs•PNCHOR1-TRALK80'WRNEi1 EXTERIOR 2-1MCK90•COPWIt EXIEPI00. 6LSEWIff.RE'CJ'LS SPEC6E14 (l4EWHERE'C3'169PEC6®1 'G'pNCHO OCSPECJ9 � '�'ANfNO rss�TI0tL4 5 . (U6E WHERE S3WaPECIi�O) FMEWH�EPESS166PECff�O) V . ' H H H 1 1 MMWCORNER 'G'NIfJ1ORlOfill (16E W HERE X:r Ls sPEcmm) 4' 4TMCK0U•C ffl •O4'M ORLOC Bm (USEWHER TrWsPMEO) `II,I�I� i •I RI I .I 3 MMWCORNER n 'N'ANCHOR LOGlI0N9 V . 66E WRERE'0419 SPFL IFmD) 4 I 3MCKWCORWR E NIOR WMCHORLOCAWO JVL (Wfi NHERE'CYIS6 MM) P N H H m 4° 11MCKE0'CORNFN EYTERCOR 1b•MY (-O ATIORS IFAE WHFAE'LS• is ISIfi 6PECmm) 4' 4° MTMCK AO'CORNER EXiENo EXTERIOR T R� •CS•N ORLOCPTONS 41MCKB9'CWER FTMCKSO•COWlER IUSEWHERE•CSIsswcmm) 'U'/di�NOR1OG.& '/ 'CTM'CHORmGTDm (U9E WMERE'CJ•195PECmm) 6RE WMFAETE•LS SPECFTEO) NOTES^ ' MINIMUM ALLOWED iN LRe FIOIIda 17-0420.06 e.Ro-+aaR {T �' NO, 58705 9 14 po�. I.E F TcurF�oFmw+rorla FwLwmam•mw°w DALE DIMENSIONS SHOWNARE BASED ON xu.ou�aoRLoeLram \`J— J L5 VINYL SLIDING GLASS DOOR NOA (UM) O 10105116 WSKI 90° 2)DETAILS DEPICTANCHOR E(SHOWN)QUANTITY INSIDE CORNER WOULD BE �ANCHOR LOCATIONS & JROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. Hga l9 1 9 Jamb 4 3)TRACK•TO-TRACK wrnu �oR 1=11M s..mu ? NO CHANGES THIS SHEET. A9 04/OS117. P-nmk 1 DISTANCE IS 2.375 2.376° V2376- 1 DR FOR ALL HEADS AND SILLS: N. TECHNOLOGY6 N. VENICE, FL 3427(941)480.1600 SGD-5570j NTS 111 14 OF 21 q$ MD-5570.0 �$ A (ffli.OP.1VIH PbtBB HEAD )350 CORNER CLUSTER ANCHORS LAYOUT: - SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: f016�S °ErsawroTw rwrnwla ur cwxPnsat ANCINIItOC/r1p10: 195 q°. .. 4° r 4° a 4° i HpeWSll 1 OR 3.22" giENOR 4- E TY. ERIOR. 4, E%IERIOfl. P-mK 7 2-IRACKt90'COI 1•TMCK196•CORIff.R ��t% F7 �I 1TMCN IR'COTl V 9TMCKIR•COWIFR rl 'C0'ANCHOft LOGRWA K6'ANCHOfl LOCATON9 I (IWEµ1IFRE-C9'195F�EPFiFD) (09EYMQtE'CSIS SPECIFWD) G'ANCHORLOCATCP6 Ye'ANWORLOCATK)16 .. (DSEYNFRE'CS WfiPFLfflm) 109E WHERE'CSW SPEC61m) 4` 4" PRODUCT REVISED 4" 4° a ompl�ing wltM1 N. Plp4tla' 0 BuDNnD G o NOA-N0. - 17-0420.06 , �` 4- ]{11(Iftpim6vnoato04N412021 ]� EkiERIM FMRIOR p6 p RIOR IMA E%TEIiIOR� 111LLL - —I�— IIILLL rl IIILLL IIILLL �-I RY C7 �7 322'� 3.72' V onnm v nv0 }TRALNI9SCOWRIi }TRACK I9S CORNER 'CA"ANCHOR LOCATIONa WANWORLOCATWN9 &TRACKiOVW ER bMCKIZ-MO R (USEWHERE•tl'WSPECj (WEWKFRE'CYW6PECFIED) - TRANC MWCATKINS 'C MC110MDCATION9 (MEWHERE'G9'WSPELIAEO) (WEMMECSI65PECIFlm) 4° 4' 4' - 4' NO. 79 IL E%TERIO 'CA�••'. S TFLB/: FYTFRIOR EKIEflKfR IWERIM (V` T 3.22' ' s'•."TORIOA; aTM=RLOCAMOR V bTMCK 1S5•COWIER aTMCHMLOCRIER a-mWO LOCA7RER '.SYO 'CO'ANCHORLOCATON9 CB'ANCHORLOCATION6 'CI'ANCHOfl LOCARON9 'CB'ANCNORLOCARONS ''iItNA,11EI"� (119ENMFAE'CT 19SP¢C81ED) ILSe YAW11E'CS W6PmIFffO) RW¢WIffAE'C9'IS SRGPIm) (DSEVlHB1E'C9'WSPFSIFlm) a LM A9ILER VE NOTES: p.EB60T03 FIIG E$ PERTAW TO rout ta96pKNan 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ^"a0°L4G110N% - VINYL SLIDING GLASS ODOR NOA(LM) H 10/06116 LIT 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONSE �% JROSOWSKI ad18111 1 ® ' ,lamb 5 3) TRACK -TO -TRACK LOP1N WOOTT ParwmtaTwE9•m k NO CHANGES THIS SHEET. �� 04105117 P4Nok 7 /- IS2.375' 2.376'W2-376. 'TR�OLOGY FORAM HEADS AND SILLS; 1070 TECHNOLOGY DR - ,�l N. VENICE, FL 34275 gg (641)A80-1000 SGD-5570j NTS 15 OF 21 S$ MD-5570.0 $ A CERT.OPAOTHM m &PULE U=11 N 4- EXTERIOR 322" fl 91MaSRICE 'u'MICf10P LOCAnOt6 (U6ENMERE'CS ISSPECFlEOf SPLICE ' LDDAnory 4.75° 4° �1 s PUCE V •u'NwHORLHOPLOCA (U6E WHERE'C1• R SPECE1EO) 4.76° aTRAtlfSP m .WAN MLMAMW (USE WI1EiE V ISSPEC61Eo) 11i Mr. 0n m,70 me canon 4° EMEPIOR 3.22° z•TMCKSPIwE •�ANCIwRLoaTnxs QI6E WHERE CS I66PEC6l®) 6PLICE oanorv-7. 4° EMQtpR 322° rl �CKSPUM V WAWHORLOCA M (USE WHFAE •CS• IS SPECIFIED) BPUCe 4, LOCATIDN ocTE�TRIOR 3.22' V 4TMCKSNCE •03'ANCI1diLOanON9 (USE WIRPE'C6'R 6PECP®) SILL SPLICE ANCHORS LAYOUTS INTERLOCK OR ASTRAGAL: space , LOGTION 4' EMERIOR rL YTMCI(SPLICE V •G•MYy10RloC4TI0N5 (LRE WXFAEC3136PECtrlED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4° 4-TMCKSPUM •U•ANCHgtLAanom (IlsEmM S Is6PECRED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEETHE EXAMPLE ON SHEET 0. 3)TRACK IS 2RACK 3) STANCE IS .375° IV2.315*fV2375- FOR ALL HEADS AND SILLS; 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. 6p= pM KN o ERIO JT 2- MMSMCE �/ 'C4•ANCKORLOGTNN:s (usEwHERE ce R6PE�lm) aMCKSFUCE •CSANCHORIpC mN3 (IREWHE T91SVI=ED) 111,1111i I iE= �0 ®" Q PRODUCTREVISEO - oacv., WM 0. F.M. D.M..9 Cod NOA-No: 17-0420.06 ExPl.Uon Data 04/14/2021 \,.rvS�ONY LYlyry It ,,. .JCENSE\C��ii *+ No. 5s705 .P VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F 1$1 NO CHANGES THIS SHEET. 1.9104/05/17 1 NTS 1,4116 OF 211a@l MD5570.0 it 5.875 1 1 � rm � 100 - 126 ❑ 1.812 �---p�r�o--;I 81 .600 .082 g30 .100 U�9G==ZOQLr'�}g,n1�� FE�ESCREW 01 2TRACK HEADMAMB © 4TRACK SILL (DCOVER(PVC) OE ANCHOR PLATE -.8.250 1 �y8250 --T i � 100 9 �.El�19 ED o 100 O3 TRACK HEAD/JAMB D3 TRACK SILL (+-10.6255.876 o��,I3 o t90 Igo' 8++e1 100 O5 4TRACK HEAD/JAMB O2 2 TRACKSILL A670 .110 TOP, BOTTOM ® AND STILE REINFORCEMENT 1.625 2368 f L 188 1.000 252 062 .949 1A35� -Y .082 T�, BOTTOM RAIL 11 OUTER SILL © SUPPORT COVER 291 7}I- 5 061 762 301-Jt1�11i F_- 1.928 :+- - 8 TRACKINSERT 10 INTERLOCK CAP, 0 EXTENDEDPOCKET 5.178 (�.231 090 -"j 2.060 ;F I.100- 1-{y 1.613 .080 �� 1.983 11LTRACK 060 i3 COVER 1©P-HOOKADAPTOR OB P-HOOK r 094 r.125 540 29+ .087 1 _7 2.975 L 2.141-ij 3.000 076 .fi2E .640 .600 1--7607-4f '1.406 r- 1•�--.082 F--4-- 62 T .3291 191 EKED ®0 KEEPER �B�R COOVECRMEM ®BEMINFOREMEN7 � FIXED PANEL CLIP ®PE�I TEORCEMENf 1.695 (^- _ 1.69E )"- i .309 B 3A89 2.6981+y f�j�`TII .125 l�l 400 u .070 2z,o .300 iBB j� 2.D26 .3,2 .120 ~.182 .120 �L14�-.182 2.281 .100 AND STILE ©I REINFORCEMENT, HMEINFORCEMENT, ®REINFORCEMENT INFERLOCKADAPTER COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT -3.452 1.472 t26 3.20g 125 2.175 070 @135-CORNER @135•CORNER ASTRAGAL - PASSIVE MOUNT 3.326 , .060 3.713 .090 .048 1.500 3247 1.170 4�--'229 ® STRAGALCAP, - 35' CORNER ®ASTRAGAL �9R CAP, ASTRAGAL EXTERIOR INTERIOR Imo-} �112 .210 .252065 1.281 •Ofi2�1,2Ij81 11.281 1.281 SQUARE BEAD 87 BEVELEDBEAD ®BEEVE� BEAD ®OGEE•BEAD .173 -1.261 ®OGRE' I OGEE BEAD oeo ' r�2.7,D NTERLOCK 3OADAPTER ©ASTRAGALADD-ON ®ANDBOTTOMRAIL r- 3.345 NOTES: 918 i)SEE SHEET4 FOR - SILL RISERS. 3.345 .OBS Ofi0 �" I j-�F F--,g,g 2)SEE SHEET 20 FOR SCREEN PARTS �90•CORNER ASTRAGAL CAP, ®90'CORNER ASTRAGAL CAP, 3) ALL DIMENSIONS IN INCHES. EXTERIOR INTERIOR VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/1E EXTRUSIONS 8� JROSOWSKI NO CHANGES THIS SHEET. M 04/05/17 �tl ;GD-55701 NTS III 18OF21 IR41 MD-5570.0 ! A 7-�r-- 2.838' z.Di73 l poc 100 L ® INFERIOR JAMB COVER PRODUCT RwiWN EVI3o D as comp)YYinpp iloMa 4allcin9 catlo N0A-Na 17.0420.08 i 011anonto O4M412O21 * ; No. 68705 ' ALYNNVILLLFA,PE P-Effim 5 I)INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD I INTO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT (4)CLIPANCHOR PANEL- .BBOBSTRATE, HEADER ASSEMBLY ,P11jj TYPE AS USED ° USING4 INSTALL ONE BLOCK AT ea O IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A, SHEET ANCHORS, SEE AT ASTRAGAL, INSTALL l w (3) #10 X '/ ° TABLE 1 ONE BLOCK PANE 1.8" SMS SPANS BOTH PANELS. as (3) #8 X 1.'SMS OO❑ o FIXED PANEL CLIP \ I _ \ / FIXED INSTALL'ONE CLIP ATTHE - - 22 FANEL MIDSPAN OF EACH FLYED (2) 1/4 CLIP PANEL-TG-FRAME JAMB LOCATION. X2-1/4°SMS #8X1'G z1 BAR COVER SMS _ \ '(4)910w { X 2' SMS a: REINF. BAR #8X 1-1/4' SMS � 1 KEEPER ie ' --J ( / o \\\ (a)THRUKEEPER@l Ix p \ 0 B,5'O.G, 6EE SHEETIB' JAMB TO KEEPER TO JAMB SILL ASSEMBLY ATTACHMENT (' LOCKING JAMB ��QQ PRODUCT REVISED REINFORCEMENT PLATE - (� 0� I eWidl. /4' e1 �.wluu°n°xa. ATTACHWITH#8X1-14-PANEL, 2-TRACK ND= 17.0420.00 ®34-1/2°MAX O.C. OXXX SKEEPERIaHOWN � 6r°bnR°n DOW 041142021 INTERLOCK CLIP COVER W INTERLOCK lilin sa REINF. PLATE BOTTOM RAIL SUPPORT 11 , yllull��IIY�I(��II (P THROUGH UGH SU SUPPORT, D INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK ..ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY - FASTENERS -%�YYII INTERIOR ES EXTERIOR - = AILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. _ EE SHEETS 11-18 FOR ANCHOR LOCATION & SPACING. EE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS ONRNUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOC ` 5 VINYL SLIDING GLASS DOOR NOA (LM) B ACCESSORIES INSTALLATION 6� J RO 0 pRUGNfo2M7 wnerossmiEs,wc. CORRECTED#BB A& utwortsusmum 1070 TECHNOLOGY DR �� N. VENICE, FL 34275 (9/1}480-16W SGDS570I NTS 119OF21 1$ MD-5570.0 No.58705 13OX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE t EXAMPLE .875� �T� 1.020 �.... 1: .062 11—.�-0-.—IAsz - 1.eL74 .oBz - - tm TOP RAIEN S0XSCREEN ; - tot BOTTOM RAIL -' tm S X RABOX SCREEN IL DZD%72 . 1.693 .11.373 r- �pp^ �- 1.(..(.--�.056 18y33� 4If,372J—kW�062 toa BOX Box SCREEN tw SCREEN IDe OXOSCREEN INTERLOCK SNAP -ON. ASTRAGAL BUG FLAP - ADAPTER - - - 1.306 -+y 1,487 - 1 �05 1.487 050 3�. 1.511 00 ma BAOOXS�CREEN- tal SGAL CREEN '(tae ANO�JAMB A00BOX SCREEN -0N .. ADAPTER STANDARD SCREEN DETAILS: _. HORIZONTAL SECTION EXAMPLE tm a OflO II HORIZONTAL SECTION EXAMPLE I ,.081 r— r-1.081 1.770 1.77,8 35 050 '046 tat SC EN tst SIDE ]DERtII ASTRAGAL 0 - RAIL LATCH ,ADAPTER PRODUCT REVISED I w1N Mo plot ,A361-�— BuiAC . eda I NOA-No. _ 17.0020.1 7&5 782 P.aplmUca Dab 04/14120 1—.040 :062SCREEN hioml- ac ccnD tm ASTRAGALm tea SCREEN FRAUE ILL a a ADAPTER ADD -ON VERTICALSECTION EXAMPLE NOTES: ' - 1) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA(LM), JAI 1010511! SCREEN DETAILS 8S J ROSOWSKI I NO CHANGES THIS SHEET. 11 04105N7 o_ gnu vmDwo mwc 1070 TECHNOLOGY DR-- -N. VENICE, R 34275 SGO-5570 NTS q 111 20OF21 g$ MD-6570.0 4$ A (841)-480.1600 a .o •um.etozae 1} j No. 58708 # part# Dearlp0on Maternal 1 19WI 2�1mck HeadJamb Rigid PVC 2 lW02 21Tmck Sit Rigid PVC 3 19026 3Traek HeadJamb Rid PVC 4 19026 3Theck 811 Rlgld PVC 6 19D27 41reek HetdJamb Wdd PVC B 19020 4-Rack SO Wild PVC 7 16000 Fmma sew Corer RIqId PVC 8 19031 Amhor Plate Meg•78Alum 9 19OD7 hack Insert 638318AIum. 10 19084 Wedaek Cap• Extended Packst Wed PVC 11 IM36 113creforn Reif SWPPOR 6003.TBAlurn. 12 IBM Outer Sill Gofer 6063-TBAIum 13 19011 TO Veit Caw, RWd PVC 17 19032 P41ock Adopter 6063-75Alum. 18 ISOM P-Hod, 8g93.19A1um• 19 19047M Extended Keeper 608311SAko. 20 19029M Keeper WWB Alum. 21 ISD14 Reinbrremant Bm Cow, rUgid PVC 22 19030 Rshlteeement Bar W(R'16 Alum 23 1903TM Fixed Panel Gap 8063•TBAIum 24 19036M Reinforcement Plate 60B3-TBAIum 25 190171M 1 Top Rail, Baaom Rail and L=kstge Ralntacemont 6001VTBAIum IBM IB Composite 27 IWBM Wedoek.W0 Rebbmemenp Std. 6D05.75ANm 28 19013M Intedack.40D Relnbmament, HD GaIM15Abm. 29 19019M Astragal Reinforcement 6006.7 AAIum, 30 10083 Extended Paket Werlack Adaptor 8o&1-TB Alum 31 19005 Interlock Adapter Wdd PVC 32 19008 Astragal Addon W9Id PVC 33 19004 Pend SW Top Sdwrn RaO Mi PVC 34 19040 Imeda.bmc Crier 6081.15Ahan 35 IDD78 135-Comer Astragal SOS3-76 Alurn. 38 49077 13S Gamer Asuagai Paevie Mauro 5583•iBAlum 37 19070 13YOommAeBagai Cap -Ed. ' R104 PVC 39 lease 135•Camer Tohe--gal Wind PVC 39 IN78 BD'Cmter Asha9d 6081TBAhan 40 19081 80'Cerner AWWgaI DuP•at. Wdd PVC 41' 19082 00' Came Astragal Cop• W, Rigid PVC 0 Part# Descttp8on Material 42 IBM SI P (2-112') 606378A1um. 43 19022A Sit Weer-(3112') WOMAlum. 44 19023A - SIO Ms..(4.111W) 6063-78Alum 46 IOD24A SIO Wear-(4M8'). a083.70Aksn 60 '710MOW .187' x.320' Fkeem(Bige) 61 71695K 1.7/P x 1' x 314' Fin Seel Duet Plug 62 71898 Dust Plug SD 419041 Intedack DIP Cow PVC St 70763X Tandem Railer Assembly SS 62 78163N Tandem RotorAssent9y Nylon 63 7BW6FPTX #8 x SW Ph. Fit SMS @ Roger & Raint SS 64 419042 Frame Header Black NYbn B6 48052 Rater A4.Hda Prig PVC Be 44386 4 Hole Bumper Stop PVC 87 78X114FPTX #8 x 1-IM Ph. FH SMS @Bumper Step SS 68 716B6G S@ Plug PVC 69 78INX Gemini Moreno Lack Wong Trim plate Stee6SS 70 71032MFPFX 1032x I-Ph.FH MS@Lack S9 11 ,arks Handle let Cast2lrc 72 19054 Interlock Retainer CAP Nylon 75 Kommouft 4SG TPS Space system 76 an 0Nax Super Spacer NO' y4m lid Malt Butyl 6m Sheer 77 Dunn" Measured for materials Melerlela 78 Caad N. Edge Spacer N'n 79 Daw Camky 895 or GE-7700 Backbaddna sulcona BD 10DOO 711V' Square goad Rigid PVC B1 ?/w-Deoted Bmtl Rigid PVC 82 19044 1.1/16" Beveled Bead Rigid PVC a3 19046 1-1110" Ogee Bend Rigid PVC 84 Isola 1a118'Og9e Boad Rigid PVC 85 I 71726K I Boiling Black IM x 4' x 1/16', 65+1.5 duro. N pron , BB I 71726K I Sening Block I-x Vx 1116%85+f-6 dum. Neo rena SO 781p81X 198 a I- Ph. PH SMS Rome, Assembly SS 91 78WI4PHPT4l0X 08 x 1-1/4' Ph PH SMS @ Palm Bar SS 92 710XIPHPTIB4X 010 x P Ph. PH SMS @ Rag Support SS 93 710X115PPX 410 x 1.1/7 Ph PH SMS @Fxd Pm: Cop SS 04 710)MBPHPT1B8X #10 x 2.112' Ph PH SMS @ Relnt Plele/Ast SS 05 714M)(Z26FPFX At2a 2.114' Ph PH SMS @ Hdr. Black SS 80 710Xi.76PPX In x 1314' Ph PH SMS @Ass. Matmt SS 97 710XWPPX #10 x W4' Ph. PH SMS @ Ext. Pkt. 0it. as BB 710)¢PPX '410x 2-Ph. FH SMS @Kasper SB to Part# Description I Material 100 122W Beat across, Top Reg I am IS At lot 42257 Box Scrag, Bottom Rail I 6063T5AI 102 12268 Box Scroen Side Rd I 6083TSA1 . 103 6942E Box Screen Interlock 1 606318 AI 104 1T347A Box Screen Snepon Bug Rap l GD83 TO Al 106 64348 Box Screen COO Asbegal Adapter GOS370PJ 1DS 17349 Box SeratenAsbegel Adapter I 606376A7 197 1s= Bm Screen From Sig Atlda, I Betio TO A) ills IWW Box Screen HeodJWmb Adrian Bass 78 Al 109 72DXIX #14tDx1'MS®Tap Ralf I SS 110 720W72X 91420R I.11P Me@Eastern Rail SS 111 717930 Warp, .270"x,160'-Fin Sent 112 61806K trump, .187" c,600'®Bug Rap 113 7SRA2 Standard Rater *IW 114 ?SPA)( HDRoose i SS 115 modes Sctem Laldnq HartWar, I Brad 116 410053 Screen Keeper I Brad 117 70X1PPA #8 x I- Ph PH SMS I Stall 118 169034 season, Splina-.15W&.165' I Vinyl 1 —191 Isle 1 Iscreen Dust I Fi ws TABLE E: STANDARDSCREEN # part# I Dewdpgon Material 120 12033 Screen Fame Rail 1 6033 T5 At 121 1282BA I Screen Frame -Side RA6 (latch) 6(6375AI 722 173M I Screen OXO Astragal Adapter 008370 At 123 48WK Boman MR1 Admiral Adapter Foad PVC 124 10012E Fame am Semen Adrian 6O8318A1 126 OFP95K Bug Rap, 85+/-6 auro.I VIMI 126 78X112PSATS #0 x 1-7/2' Ph PH BMB (Assembly) SB 127 712027 Comer KWy Wheat AWenmbly(Slemdam) NyIM 128 71202785 Canter Key Wheat Assembly W) BS' 129 wda3 Screen LecMng Hemwere clean 130 710X34PPMAX #10 x&r4' Ph PH SMS @Boman Art. as 131 78)12PPSMeX 148 x 1YP Ph PH SMS @ Dmrmt. SS 132 1Se2/314 Screen SPH W-A45' Vinyl 133 ISM(M0 Is.. Dolh Foodless = lk No. 59703 I Imo, t—' I VINYL SLIDING GLASS DOOR NOA (LM) 16/O6/16 ey = : /��'] PARTS LIST Rail JROSOWSKI ;pea•. -k a �''c, F2ORIOA iartomtr wrDwsnaes.wc. NO CHANGES THIS SHEET. b✓'� 04/05/17 S�;'•.......••• NOTES: I 107OTECHNIILIIGYLIR' I 41 1) ITEMS 014-10, 48d9. 63-59, 73, 74 & B7-89 & 99 ARE NOT USED AND ARE N. VENICE, FL 34276 y NOT PART'OF THIS APPROVAL. (941)480-le00 SGD557010 NTS 21 OF 21 011 MD-5570.0