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SCANNED BY MIAMI•DADE $}. Lucie County MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of 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 AM (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 "5470" Vinyl Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05115, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other ptuposes 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. �T* SPECION:=A=copy of -this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.02 and consists of this page I, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. it17-0420.07 Expiration Date: April21202121 Approval Date: September 28, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (141)", sheets I through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc„ dated 12/04115, revised on 02/15116, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210. 01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idahnis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 1S-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02115/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P.E. (Submitted under NOA No.15-1210.02) Jorge AL Plasencia, P.E. Pro net Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April 21, 2021 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No.16-0712.04 issued to E 4RG . Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated IDgid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16120. 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 08/10117, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTNM1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-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 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries, for their Series "5470" Vinyl Sliding Glass Door (Reinforced) — N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge1VL Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April 21, 2021 Approval Date: September 28, 2017 E-2 acKl[,A 01 1U, IVUIN-IIVIYAU I KtJ18IAN 1 SLIUINU GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE: THE 33-V3%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 REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES NOA'S): ELCO ULTRACON. CRETEFLEX & AGGREGATORANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 10DO TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-8337, 6338, 8646&849, 8652, 8717, 8068 & 8970: EXOVA10002-792(A) & 10-006-10231; CAMBRIDGE 635753-09, 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDINGTHEI HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DAVE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELOO 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 IX ARE LESS THAN 1-12' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. S) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, MAX. 1/4a THICK & 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 TASLEA NaaP Analmr 6V0@4b Pmm. Y.mWr Nm.lmea G1ma- Nln R.S.am.m A e12,•b.l 6MS(Gl).' 410 B.S.6MS (mm. 11 w••eaM) • •I60.0." m e4a r 6' l.M, 0916' 16t2r mm,wan... .Nall. Ile' le' sm.. AeB' .0l0`min wam.a mall Ne' 0.0l0• e` emmsm4, A9se Ga. m• .011•min lMCNm• .aeeuamn yr amr uG.. Pdnek SR• O.Wf-f40a. m. B,a ,,,,,•� P.T.6 mMet G•0,5 Aft1 13�e' P k 1• 1-Yd t/T EIm N7E.Cnbf1•f P.i. Be mPOm G.0.51 IEea/60Vya, 1• t4/B' p4m.k r w/r 9 plz almlva4e.anlve) P.T. SamIam PM He.e181MLmk 618• 14/r v V4•tYel an Cmanb Mn, zeetr Peaok 0VAm0 kite' 1Nr namwe a4 . A6111 "Ca Same r 1-vP k G H' Da0 U06,s, cm oRar tMweeta CM . (ASW 040 Jame 1d 4- 1-IN• lade id4• 1•IH' meftw SSSt.I HawsayAab tt/ta• 184' PboeN 1• idN M. 1/Pla I6B B.G. Ak2m0•tm camel. min.2.22 k. wed/StMme t.vr 1sw la/3` 1d10• 0reum4c U, 0181M Lm. T. 1•t14• Peak 2 i-Ile P.T. g.eea. R,m IS 4•a.e W.NsWaft 1' 1.LP Pea p aa• G t/P EIw UNm.n Canal. mh 24eln w.4ls ajgft 2•i x• 10/!' Mad z1,T 14e• mWaCM 4stN FtI .1 - 2.1 1-t 1H•Ek41106.s. Cnmw.4 camnm Mma Ib.Nelvaen 2= faH• PAm.k Yf? 11 ItrgmW.4 CNU. CfO ?t/Y iN4' R M. GIrOk 2.1R• 1-IN• IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & St. B2 ON SHEETS 7 & 8 NOTES ............. I CONFIGS .......... 2 TYPES ............. _.... 17 ACCESSORIES .................. 19 SCREEN DETAILS ............. 20 CT REVISED • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO omPRODUPl Itn ma Heald. MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA B°IItOnG� BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. RGA-N.. 17-a420.07 Eaplmtl.n Date104121/2021 'UNGROUTED CMU' VALUES MAYBE USED FOR GROUTED CMU APPL IQATIONS I av SUBSTRATE IS WOOD.30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, CODES/STANOARDSUSEO: CRAB APPROVED BY THE AUTHORITY HAVING JURISDICTION. .2017 FLORIDA BUIIONG CODE "C) STH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OFTHE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR Z DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHTAND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN, 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. •2014 RORIOA BUIMING WOE (FSC), 6TH MMON •ASW EI300,09 •ANSEAF&PA NDS4015 FOR MOD CONSTRUCTION •A6161 MDESIGN M/II41fA2, AGM-2016 •AJS16W0-02 •Msc3so-t0 Metedel Ith Fr I MI.. Fa Steel Sand R W 120 k.1 41DScmN eD Iw 110 ka1 FJco A99mGa1b® &7 k•1 901al Eee L O %CoaS 155 k.l 177 kof co ss EIeo CaeleFla® 1274w 3e0,7 kM 8 TSAI ' m 1ek.l 221al A39 Seel 30 kN W kol tM. WSeel Std 39W tSkal VINYL SLIDING GLASS DOOR NOA (NI) JAI 10/05115 GENERALNOTES S JROSOWSKI UPDATED TO FBC 2017, VINYL MFG. IASI 0410CV17 BGD-5470J NTS Jill Sl MDS470.0 94 A No. 58705 S'.�'20R1OP,; 0 ,'OMl It lot A LYNN Ne1FA, PE MAX. UNIT WIDTHaj-PANEL MAX: i UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTHNOM. PANEL WIDTH NOM. PANEL WIDTH _ PER TABLES a2PER I TABLES I&2 � PER TABLES I&2 I MAX UNITI HEIGHTIk PER TABLEPERTABLEE MAX. UNIT HEIGHT i ^^ / / / / / / I MAX. UNIT r I" HEIGHT IN PER TABLE31$2_.._ 9-PANEL .2-PANEL ^ " CONFIGURATIONS NOM. PAN' PERTAB MAX HE PER TAE NOM. PANI PER TAB MAX HE PERTAE 5FANEL CONFIGURATIIONS (' 7 NOM. PAN PER TAE Sri - MA} HE PER TAI MAX. UNIT WIDTH --� NOM. PAN PERTAB I! ly MAX tl HEI P TABL �I NOW PAN PERTAS 1 I I MAX I' I$ PERT HE IN J � v A n I! I I� IW I J 4-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 182 1 MAX. UNIT 16 HEIGHT / / W PER A I" TABLES 1 & 2 I� DNS MAX UNIT WIDTH v j Ls •r Ak J 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1111 4 °X' =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0" INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (P) CONFIGURATION CAN BE p)00(Xp, pXXXX OR XXXXp. OXXX IN 'P- `POCKET POCKET CONFIGURATION CAN BE OXXXp. 2)GO- &135- CORNER CONFIGURATIONS ARE A COMBINATION TION OF ANY 2 STRAIGHT CONFIGURATIONS. Rx 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER aBPewaw.ml Pcrumumx m NL1�E 4) FOR NOM. PANEL WIDTH, SEETABLES 182, 1070 TECHNOLOGYDR (--SHEET NUMBER N.VENICE.)-48 FL 5 s) MAX. ALLOWABLE FRAME SQUARE FOOTAGE =472b58 FT' -1600 (�1}480-1800 PRODUCT REVISED as complNng wIN Na F1.1m. Dulldinp CeU NDA-No. 17.0420.07 EnPlmtlpn Dnlp 04121/2021 By �� mmml- p m pal cpmml ItI J WEL CONFIGURATIONS DLO WIDTH =NOM. PANEL WIDTH - 8-9116" tlllllt ul 114� NOM. PANEL WIDTH -PANEL WIDTH -I-T10" DLO HEIGHT=DOOR HEIGHT-11-1118° `�U i, `! �GNY..... ' UCENyE�(�'�' PANEL HEIGHT =DOOR HEIGHT - 2-1/2" �1. VINYL SLIDING GLASS DOOR NOA(NI) d 10105/16 EXAMPLE CONFIGURATIONS BV J ROSOWSKI i• gg � ITr NO CHANGES THIS SHEET. 04/05/17 =0'•, �{j < 1F • 4i` SGD5470� NITS 20F 21 g£ M65470.0 #4 A ALyrulsB+ER PE. P£tlwm 1 METAL TYP., SEE ANCHOR DETAIL C1 DETAIL D1 NOTE 4, SHEET 1; MIN. OF INTERLOCK INTOMETAL THREADS BEYOND THE METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH �j 1/4"MAX. REQUIRED IF DOOR TYP. ANCHOR TYPE, HEIGHTIE OWROW EMSEDMENTAND !—x NA`f 26. O.C. EDGE DISTANCE PER .. SUBSTRATE,SEE n TABLE A, SHEET 1 & Q NOTE 3, BELOW . - /// DAYLIGHT ^Ig alreRan A Ilrr/ F—OPENC14T 1/ V"tJ EMBEDMENT EDGE i`-. �. / �• / `• ����• � Bx (49.TE'O.G,6 6H®Ef 9m EDGE DISTANCE"- ,.'j a gl 7 FKRRRI.R DISTANCE /..•:.. SEE NOTE e, Bd I 1 ?B 18 fl U J-1 TH I MAX. �-1 6 1XOR2X WOOD imssHEET I I Sx TIISISHEET V �l EMBEDMENT BUCKSTSHEETE SEE NOTE O, THI96HEET xB #8 X We SMS REINFORCEMENT SCREW; 7 TYP. ANCHOR TYPE, ANCHOR NOTE 3, SHEETI L_--__J�� PLATE AT ) HORIZONTAL SECTION(XXX SHOWN) `--__ LASER STILE, FA CORYAT ERUNELAND). EMBEDMENT AND EVERY EDGE DISTANCE PER ANCHOR LOCATION DETAIL C2 DETAIL D2 DETAIL B2 SUBSTRATE, SEE TABLE A. SHEET 1 & DETAILAP WTEALOCK INTO MASONRY ASTR0.O4L NOTE 3, BELOW 2X WOOD BUCKSTRIP OR IM VMCD HEOUIRED IF DOOR EMBEDMENT �` FACNDINr. FRAMING, SEE ANCHOR Ie DAYLIGHT r� HEIGHTI50VERg6• tf4. —,�,r4 PRODUCT REVISED NOTE 3, SHEET T OPENING xx EDGE E�slm o complying Withmo FloridaWIDTH P I DISTANCE i i Solid mil ccuc NOA-No. '17-0420.07 SEE NOTE S, THIS SHEET T TYP. ANCHOR TYPE, EwpinHun D.E. 04/21/2021 EMBEDMENTAND m a xe TYR ANCHOR TYPE, 1 __ I gy EDGE DISTANCE PER r� ea xS e SUBSTRATE,SEE EMBEDMENTAND La mmn Oa roauee cool I TABLE A. SHEET 1 & 6 al o o DRN� EDGE DISTANCE I ) NOTE 3, BELOW PERSUBSTRATE, SEE TABLE A, SHEET L5 d EDGE d d 1&NOTE 3, BELOW m 4)THRUKEEPER®MAX _ "pgC�Nt� IEZIEa10R DISTANCE a .6-0.O,BEESHEETID „ca*''K�` �" LD —_J mrwx PANELWID((TH �' CONCRETE/CMU PER ASTRAGALMAYBE EMBEDMENT HORIZONTAL SECTION L6 SHOWN) rwp ANCHOR REQUIREMENT INSTALLED IN EITHER ANCHORS, S CLIP S (NTERIOR OREXTERIOR DIRECTION, I Y LY p�T ' NOTES - ANCHORS, SEE 1)DETAILS APPLY T02,9AND 4TRACK CONFIGURATIONS. REMFORCEMENTTyppe WE NOTE s,TNIs 6HEET) DETAILSHEETIB ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET I. FOASTVO .FIT S NO, 53705 A SEERSHEETQUA 13 FOR ANCHOR LOCATION &SPACING, FOR PSTRAOALS. FIZFD ANCHOR QUANTITIES, SEE TABLES 182. enLEsnao � 0 IILILT\j-y`/may\ J�JIn®III � VINYL SLIDING GLASS DOOR NOA (NI) � 10/OS%6 _ •��y�� ; *. I, 4) CONTINUOUS ANCHOR PLATE, ITEM OS, IS REQUIRED AT ALL HORIxONTUMLs INSTALLATION, HORIZONTAL XSECT. & JROSOWSKI pp �A •i iR�iEtk �(/D" FRAME ANCHOR LOCATIONS. 8 � �bT �.. e 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR MpYRI®IlofMT pOfnmU51RR;IRG NO CHANGES THIS SHEET. a4A D4106/17 �'. 4Cs'�F�oriiDP.:'•�t � 6)SEE TABLES A 2 FOR REINFORCEMENT REQUIREMENTS. ALL J au9CHNOLOG pg G� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF RRERLpNIL(Y9 1111 xT xe 107. TECHNOLOGY DR HG THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS. sTnNOARD HD N. VENICE, FL 3427E q qq 7) SEE SHEET 20 FOR SCREEN DETAILS. (041)480-1600p jSGD54701 NTS S 3OF21 d@ MD-5470.0 A A KLYNNULS,P.E CONCREIEICMU PERANCHOR REQUIREMENT C. ANCHOR PLATE AT EVERYANCHOR LOCATION DAYLIGHT OPENING HEIGHT TYP. ANCHOR TYPE, AND EDGE DISTANC SUBSTRATE, SEE TA -1 & NOTE 3, THIS SHI EDGE 'I DISTANCE e r.H •e. �_. EXIEApR m w 4° MAX ss GROUT AS 6 NEEDED, SEE Is m ANCHOR NOTE 5, SHEET( 6 &� iPERANCHOR EDiESEETABLE) TYR ANCHC DISTEMBEDMEN' EDGE DISTA ETElCMUPER SUBSTF DETAIL F1 REQUIREMENT iMp MaSONRr SHEET(&N THIS SHEET SHEET 2X NOTE 3, SHEET 1 EDGE 19ED- DISTANCE ENT T 1/4" MAX. J 1X OR 2X WOOD BUCKSTRIP, SEE ANCHORNOTE3, SHEET WcmHow ASTM . A6TRAGAIB. FD'EDSw1ES AND xowZOMa SEE NOTED, Tw98HEET u PMFF es 1/4" MAX. 2X WOOD BUCKSTRIP FRAMING,SEEANCF NOTE 3, SHE DETAIL E2 INTO WOOD DETAIL E3 INTOMASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER COINCRETE/CMU PER SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT 19 NOTE 3, THIS SHEET EDGE 'I DISTANCE �EMSEDMENT `_) +. (EMBEDMENT DETAIL E4 IWOMETAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 EDGE DISTANCE EMBEDMENT [d \III' (LEI \B�^s t-1/4"MAX. a /ICI l° [d (III 1 1/4"MAX. Ul /II II LJ III( IIII --i/4"NW(. LTTYP�ANCHOR TYPE. EMBEDMENT At LJ TYP. ANCHOR TYPE. EMBEDMENT AND s EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3)SEE SHEETS II& 12 FOR ANCHOR LOCATION& SPACING, 98X3/4' SMS REINFORCEMENT DLO WIDTH=NOM. PANEL WIDTH-a-9/ifi' FOR ANCHOR QUANTITIES, SEE TABLES I&2. WIDHEIGHT=DDORHEIGHTNELWIDTH- SCREW; 3 PER RAIL, LOCATED AT 19/ 4) CONTINUOUS ANCHOR PLATE, ITEM 88, IS REQUIRED AT DLO -11-1-1/6" CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANELHEIGHT=OR (FACTORY INSTALLED) 5) SE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFERTO TEST REPORTS FOR PRODUCT REVISED EXACT DIMENSIONS, ampl m with mo Florida [SEE ARIES WITH Bailaln0 C.d. EQUIRED NOA-No. 17A420.07 POSITIVE Eaplmtlen Daft 04/21/2021 DESIGN 390 h 0 SHEETS .300 �1 1� mlam En ro uc can 7&8. .390 +I 2 947 SILL HEIGHT TYP.ANCHORTYP, EMBEDMENTAND EDGE DISTANCE PERSUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET iHOWN I '390 1 193 1 2.3170 I 4.041 80APPLY .823 pFN°�� 2.867 L 3.484 L 1 9�17 L _i .080 .080 .060 aSILL RISER N(1LL RISER a SILIOSILL RISERa�NYLYN (2-6TO7AL12"TOTAL 31(4-68'TTOTAL N F'i SILLHEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �5+ VcEgSF *;' No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 - y B INSTALLATION, VERTICAL X-SECT. F,&JROSOWSKIR-37 11 fY 8 ��..Ft�� ST EO �•'/�� a,axramn pOTwousrwEs,wc NO CHANGES THIS SHEET. 4904105/17 'cS ''og10T!, 1707E HNOLOGYDRS�ONALIENG`"" N. VENICE, FL 34275 L+ (941)-480-1600 SGD-5470M NTS 111 40F21 3$ MO-5470.0 4$ A ALvwvwuoa, P.E. CHAT OKA Iv03Bo P.E.p68706 t t %W ac. © Rd hill mrm r E%IERWR 5 �%-Ll W "p1 3 u BO° q o lyJ,l i DETAIL H1 �,aa. o,a �, �IIT��gI ' 9P INSIDE CORDER 90 d F 1 91 (4)RIRUKEEPER o €IOEIUOR QB ®MA%w O.a, fl SEESHEET19 V y e PRODUCT REVISED La1LJ—tJ lyingewith No Flanda a11d1oB odm[omC D NOA-No. 77.0420.07 R"imtlon oaW 04/21/2021 2 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. T� 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION B SPACING, FOR ANCHOR 00� 3) ANTITIES, SEE TABLES I & 2. CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �RR�1NpNY ��NNy / i/ DEPENDING ON CONFIGURATION. � �:'ucF�1gF•;/ VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05115 No. 6E701 N CORNER ASTRAGAL HORQ.XSECT. JROSOWSKI(0 oursioE CORNER mPvwaxromlr PmmoumuEs.wo. NO CHANGES THIS SHEET. 04/05/17 s •`:+.�ag10P,:'���: NLRIC-0119 flE9[RVEa //S/n�.-. ENG.\ NTS I1I 5OF21 I99I MD-5470.0 J93 A I I a T OPTIONAL NON- STRUCTURAL ANCHORSFOR T INTERIOR POCKET' JAMB INTERIOR POCKETS MUST INCLUDE A NONSTRUCTURAL, .. '..�:(. FRAME JAMB TO REDUCE THE .� 41BOPd POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS, SEE NOTE S BELOW. DETAIL 11 4 INFO MASDNRY INTERIOR .. DETAIL 12 INTO MASONRY SUBSTRATE, SEE TABLE A SHEET 1 S NOTE 3, BELOW EMBED I t EMBED`IL MEW. 'PIIEM13 1 OPT. 1/VMAX. ANCHOR TYP. ANCHOR TYPE, EM BED MEM I CONCRETEICMU Weis sNEEi( ANDEDGEDISTANCEPER ��I-� EDGE �PERANCHOR SUBSTRATE, SEE TABLE A}SHEET 1 DISTANCE REQUIREMENT &NOTEI9, BELOW INTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., SEE ANCHOR NOTE AND EDGE DISTANCE PER 4, SHEET 1; ANCHOR LENGTH TO SUBSTRATE, SEE TABLE A. SHEET 1 BE A MIN. OF 3 THREADS BEYOND & NOTE 3, BELOW, THE METAL SUBSTRATE EDGE DETAIL 13 DISTANCE OPT. ANCHOR N10METAL 0 OPr. EMBEDMENT 1/4"MAX. q 1B EMBEDMENT lw - MAX SEE THIS I EDGE ti OISTANCE,.'� EXTERIOR POCKET EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT ANCHOR FOR DOOR HEIGHTS 96-AND LESS: 0-11�m FOR DOOR HEIGHTS OVER 9W wO.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE3,SHEETI T. ANCHOR DETAIL 14 MO WDOD NoA o. 17-0420.07 E.O. . Date OW2112021 NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. $ VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 -*� ND. 68705 •'�'' .0 R rtj A : �l _ �� 9 P-HOOK EXAMPLES, HORIZ X-SECT. 6 J ROSOWSKI Y 3) SEE SHEET 13 FORANCHOR LOCATION& SPACIN61 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. FOR ANCHOR QUANTITIES, SEE TABLES1&2. ® -'•, ��•,I OCC O q F i �s •'•.fOgIDA„••'���� '� 6 INTERIOR OR EXTERIOR POCKETS APPLICABLE FORALL INSTALLATION METHODS, cofrEnaxrason wrwausBuen,uxi NO GRANGES THIS SHEET. 04/05/17 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. VENICE, FL 34276 (941)-48D-1600 q A.LYNN MILLER,PE. CEflT.Of SGD-54701 NTS 111 6OF 21 g$ MD-6470.0 �$ A P.EAfiB]OS .POAa TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all apprised configurations on Sheet 2) Use this fable for. Alarmist Relmamemem#0 Lockable Retrit"ment #26 or WA Bid. Interlock ReinWwemet A27 Door Unit Height so- 84• Be - se-75/76" DLO Height 7246/18' DLO Height 8Y16/16- DLO Height AnchorGmup AnchorGreup ArwharGmup A 13 C 0 A B C D A B C D eaum +12Lf/-117.1 Pet +1101-120ps( +f02g/.f029Psf DLOSIII 1&1!8"PDOSIgnPM63� C5+1 03+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3H C5+1 C3+1 03+1 C3+1 �" Widthb 5 5 6 S 6 6 8 6 5 5 6 5 ok 7 7 7 7 7 7 7 7 8 8 B 6 essure af0&3/-f0&3psf +100.2/•NID.2psf +3&3/66.3 psr 80° 25.1/0"Slll DLOb C6+1 C3+7 C3+1 C3+1 C5+7 C3+1 C3+1 C3+1 C6+I C3+1 C3 C3+7 Writ 5 6 e 5 5 6 8 5 6 6 8 5 `S k 7 7 7 7 7 7 7 7 B e B e 3 ssrun +02.8/-B2.Bpsf . +873/-87.3per +73.8/-73.Spsf �"OlAb 31.1/8.8111 C8+1 C3+1 03+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width 6 6 6 5 5 5 8 a 6 5 B 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +78.4/-78.4psf +7&4/-7a4paf +6&8/65.8psf 37-1/0' HeeNSl11 C5+2 C371 qN C3N CS+2 C3+1 C3+i C3+1 C5+1 C3+1 C3+1 C3N 41' DLO Width Jamb 5 5 5 5 6 6 8 6 5 5 8 5 P-hook 7 7 7 7 7 7 7 7 8 0 0 0 Design Pressure +60/-60pa/ +80/60 psI +l'M/ 43-1re' Headr3111 C3+2 C3+1 i C3+1 C3+2 C3+1 C3+1 C3r1 CS+2 c:+ 03+1 3+1 48" DLO Wltltb Jamb 6 6 6 6 5 5 5 5 5 6 8 6 PJwok 7 7 7 7 7 7 7 7 B 8 0 8 v USED IN EXAMPLE ON SHEETS ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR OUANTIES LISTED BELOW. SEE TABLE A, SHEET 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 B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD S SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). . TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE Bi: Water•Limited (+) Design Pmtaum SIII Riser Nom. SIII Hdght Mal, (+) Die I Allowed Notre 1-11A8' See Natal 42 2-i/T +38.7 oaf 43 3-112" +00.0 psi 44 41/10' a00.0 psP 45 4SlB' +100.0 Pal FIG 1: DOORASSEMBLIES t7 INSTALLED WHERE THE OVERHANG (OH) LENGTH IS i EQUAL TO OR GREATER THAN Q THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE, DLO WIDTH -NOM. PANEL WIDTH -8-g/78" DLO HEIGHT = DOOR HEIGHT-11-1/18' PANEL HEIGHT a DOOR HEIGHT-2-112" PRODUCT REVISED a. complainag with the Flarlea Shald Now-xe.Coa 17-0420.07 Expiration Data 04121/2021 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE P VINYL SLIDING GLASS DOOR NOA (NI) IS110105/16 DP S ANCHOR QUANTITY TA13LE p JROSOWSKI j _ No. 08705 =.0 le AND TABLE BI DETERMINES THE WATER LIMITED (+)DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL ® Be ' 0.c�'. BT iE d T '• RISER IS NOT REQUIRED. IF SO,+DP'S SHOWN IN TABLE I MAY BE USED. wsracxromt7 voTlrmuslwaa wc. NO CHANGES THIS SHEET. kag 04105117%Ps'•.F(ORIDA,,. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2. 3 AND 4 TRACK CONFIGURATIONS. nu11101rtaesar8vev 1070 TECHNOLOGY DR �� rr,NgLIENtt` 5) REFER TO ANCHOR NOTES, SHEET 1. 8)SEE SHEETS 11-16 FOR ANCHOR LOCATION B SPACING N. VENICE, FL 34275 (041}480-1800 e, + SGD•6470 MS 70F 21 1' 4 MD-5470.0 @ A wLmeaaLeA,rs aFamms DesignlPressure (DP) and Anchor Quantities Required, (for all epproced con3glaallons an Sheet 2) Use this table far. Astragal Reinforcement as Locks8le Relor ccement #25 HD Interlock Reinforcement 028 'I. Dow Lot Height so. ',; 84' 9W 108" 120' 68-15116" OLD Height 72-16176- DLO Height 8415/18" DLO Height 9&1SMS' DLO Height 108.15116" DLO Height AnchorOmup ,I Anchor Group Anchor Group Anchor Creep Anchor Group A I B I C 1"D A 0 C D A B C O A B C D A B C 0 Design Pressare +169.4/-169.4paq +100/-160psf +13L1/-137.fpsf +1201-030paf +1087/-116.Bpsf 24" 19.1/8' DLO HBBWSI1I C5+1 C6+1 C5H C3N C5+1 C3+1 C6+7 CF1 C6N C3+1 Cb+t C5+7 C6+1 C3+1 Cl 05+7 C5+1 C3+ Width -HOT Jamb 6 6 7 5 5 5 7 6 6 5 7 6 6 6 8 6 S 6 8 8 P-hook 7 7 7 "7 7 7 7 7 8 B e 9 9 9 9 9 f0. 10 I 10 1 10 Design pressure +141.8/-141.8pafI +1536/433Bpaf +113.8/-1f3.8psf +99.1/-iW.4psf +87.8145.1 psf 30" 2 DLO D DLO HeaWSlll C5+2 C5+1 C5+1 C3+1 C6+1 C5+1 C5+i M+1 05+1 C5+1 Cfi+i C3+1 C5+7 C6+1 C6+I C3+1 C5+1 C5+1 C5+1 C3+1 W h Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 e I 8 8 6 6 8 6 P-hook 7 7 7 "7 7 7 7 7 8 8 8 I B e e B 9 10 1 10 10 10 Des/gn Preseure +123.914239pef) +ffa.4/41B.4psf +98.5/-98.5psf +853/-02.4ps1 +76.9/Af.6psf 91-1/8" DLO HeeWS15 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C9+1 C5+2 C5+1 C5+1 C3i1 C5+1 C5+1 CS+1 C3+1 C5+1 C5+1 C5+1 C3+1 mh With Jamb 5 5 7 "5 5 5 7 5 6 6 7 5 S 6 8 8 8 8 8 8 P-hook 7 1 7 1 7 1 7 7 7 1 7 7 8 8 8 8 9 B B B 10 10 10 10 Desl9n Pressure +104.51404.5ps1) +104.5/-104.5psf +87.81W..Spsf +7571.82 pat +66.5/-72pef 42 3LD DLO O HeaNSi9 C5+2 C3+2ClC5+2 C3+1 C5+2 C5+2 CSa2 C3+1 C6+2 C6+1 C6+2 C3H C5+2 C5+1 C6+2 03+1 C 05+1 05+1 C3+1 n W IWh Jamb 5 5 7 5 6 5 7 6 6 b 7 5 S 8 8 e B B 8 8 v P-hmk 7 7 7 7 7 7 7 7 8 e 8 8 9 B 9 9 10 10 10 10 Design pressure +8o/-80psf "I +80/.Bops/ +801480psl +80/-65psf +60/-65psf z 48° 4S11W DLO HeadISlll C5+2 C3+2 C6+2 03+1 C6+2 C3+2 C5+2 C3+1 C5+2 C5+2 C6+2 C3+1 Cf+a2 03+1 C5+2 C3+1 C5i2 C5+1 CG+2 C3a1 Width Jamb 5 6 B "6 6 B a 6 5 5 7 5 B 6 7 6 B a 8 6 P-hook 7 7 7 7 7 T 7 7 8 8 a B B 1 9 9 1 9 10 1 10 10 1 10 5V 49.1/8' OLD wimn Design pressure a74.1 /-74.1 psf'„ I +74.1 /-74.1 psf +638143.8 psi Not awileble in these sizes. HeaWS01 C5+2 C3+2 d+2 C3+1 C5+2 C9+2 C5+2 C3a7 C5+2 C3+2 C5+2 C3+1 Jamb 6 5 6 "5 5 5 6 5 6 5 8 5 P-hook 7 7 7 �,7 7 1 7 1 7 i 7 8 8 8 I 8 BO" DLO DUD Width Design Pressor, +601-60psf ") +601-60psf +60/-wpsf Head/SIB C8i2 C3+2 C3+2 C3}7 Cb+2 C3+2 17a2 C3+1 C6a2 C3+2 CS+2 C3+1 Jamb 5 5 6 '�6 6 5 6 6 5 5 8 fi P41ack 1 7 7 1 7 1 ir 7 7 7 7 8 8 B I 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQU. AND TABLE B2 DETERMINES THE WATER LIMITEE 2) IF WATER INFILTRATION RESISTANCE IS NOT F RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGL 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION B 4 LESSER VALUES OF EITHER TABLE 2 I OR OVERHANG IS PER FIG 1, A SILL MAY BE USED. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR OUANTIES LISTED BELOW. SEE TABLE A, /SHEET I 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 8 SILL. (EX: FOR C3+1, 3 ANCHORS Y-1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES a0 INSTALLED WHERE THE s OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN t O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE, TABLE 92: Water-Llmlted (+) Design Pressure Bill Non. 801 Max. (+) DP Rlser Height Mowed Now 1.11116' Sep Note 42 2.112' +38.7 psf 43 3.1W +60.0 pet 44 4.1/16" +80.0 psf 45 45W +100D psf DLO WIDTH = NOM. PANEL WIDTH -8-9/18" DLO HEIGHT =DOOR HEIGHT -11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-112" VINYL SLIDING GLASS DOOR NOA(NI) 8 10/06/11 DP B ANCHOR QUANTITY TABLE 114d JROSOWSKI I@I NO CHANGES THIS SHEET. 189104/05/17) NTS IPI 8OF21 1911 MD-5470.0 PRODUCT REVISED euldnpCW itle NUA-No. Florltla 17-G420.07 anplratkm cam 04/2W2021 * t No. 58705 P.M EXAMPLE: Q 3-PANEL. 3 TRACK INTERIOR MOUNT POCKET. 48GHT CX 84"INOMM. PIANELS, 0 IWEEMOR POOV((ETaE30 NFA09Pltt'E IMEnIIXt III —OF IxTE OECI( III —OF LSa [ MCFIGURE ORMgiI LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, A, r"' rOFPEM tIE I �rOF�3E PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.8 PSF F� I „��I �'"'a ,1NtiP I � •✓['ANC6HET 26.L9'ANOHOM'ES ANCNORA(1E, SHEET 12 IY/CLUSfER,, MAT. SHEET 12 C8•CLU6TER,�/ EXTERIOR l SHEETu SHEET I2 ENO ANcH E V Y SEE PoLXET.W'9 (LS& t ANCHON) 15 spucEumE: unONON HEAD ANCHORAGE DETAILS uONsmucnlRra ANcnaps MYSHEETslEEra BE AOWWE PXXX(3-TRACK) TIE HELD AS N IU FA ALIGNTHE XEAO OR 6ILL PA SPLICE OCCURS WffHiNA PoCIIET. SBLSRJCE INTERIOR 0• CFIVTERISYP CENTFRUNE CENTERLINE SEERONRAEMOWFORONAL — OFINIERLOOK ,TEFLOCN INFOaN rOK 6tAX OPPANELI Ij—OF CENTERUNE OFPANEL2 CENTERLINE V,AHCHOR OFPANELG PoCI(ETBY OTHERS, SEE m NOTES, SHEETS •� ANCHORAGE, "rYANCHORAGE seals nur. sNEET 11 6HEETII '+YANCMOR NAX 'C9•C8B 'C3'CLUET1L SHES-r 11 ' EXTERIOR 11 y 8HEl TT 11 ALIB TJN4S 9HEkT 11 EPIDANCHORAOE (NeL1AMR1OfB t WAIJ An wsTAuanauoN jSILL ANCHORAGE DETAILS 15 IRMRIn ITaEiTE�all"o`-R°va0(ETs sMEeie PXXX (3-TRACK) 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES I&2 PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF mpi In with the Flarlaa 2sFld ns 1p� +48.2/--SB.6 AT A NOM. PANEL SIZE OF 4B' X 84'. FROM TABLE I, SHEET 7, THE NO PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.07 DESIGN PRESSURE IS+60N70 WHICH EXCEEDS THE PROJECT DESIGN Eapk.tfa. mae 4/21/2021 PRESSURE REQUIREMENTS. OISTANcerO NEI0atlsTEx TOBE2 .O.QORLE55 By FOR WOOD INSTALLATION USING ANY eaN3lli (3+2 ml.m maa raaoo con ro ANCHOR IN GROUP A(SEE TABLE A), TABLE •Ne18 1 SHOWS ANCHOR REQUIREMENTS OF: 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORSP SHEET 12 FOR THE'C3' CLUSTER ANCHORS AT cEN1ERuxEOPErvOvaNEL OPr. AxcxOR ��I�enaX THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN) AND HEAD, ANCHORS AT THE roa0w HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE -+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE wcNLIEm P-HOOK JAMB ANCHORAGE ANCHORAGE DETAILS DETAILS FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSSSECION DRAWINGS, B) SHEET IO FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET IB FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FORA BILL OFMATERIALS. MIDSPAN OF EACH PANEL, SILL (CLUSTER ANCHORSI:SHEETIIFOR THE 'C3'CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL SILL (INTERMEDIATE ANCHORST SHEETII FOR THE'+2 ANCHORS AT THE MIDSPAN OFEACHPANEL*; JAMS: 5 ANCHORS, SHEET 13 FOR GEN.LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL y LAYOUT. m 8 3) INSTALLATION DETAILS INTO WOOD CAN caprluexrmton pmwwsmees.wa BE FOUND ON '�R1°1RBP�O HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR JAMS: SHEET N. VENICE, FL 34276 P-HOOK: SHEETS (941}48&4(300 jSGD-S470j mn0f.FlvIDa O.C. DISTANCE TO THE NEXTANCHOR CLUSTER IS OVER 253/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PERTHEFIGUREA13OVE: ttOKY�y(y Irrr �. 4?:-•....� NbjjQ ter, j ••M,pL Na. 5575g = - •0 :A -O(r• STq OI�':'(4 ciP '��ORIDA.r'���� r`S/O Ncm��� rIII1NgLtEtt.� ALrroLwuat, PE. P.Ei68T05 VINYL SLIDING GLASS DOOR NOA(NI) 10/06/15 STRAIGHT DOOR EXAMPLE �b J ROSOWSKI NO CHANGES THIS SHEET. kA 04)06117 �� NTS H G BOF21 g4 m MD-5470.0 ""A WITH DESICCANT EN Cv `Pff. GLAGS KODISPACE 16 4SG TPS DURASEAL® >' SPACER STRUCRIRAL SILICONE FOAM 3H 6`NOM. WITH 1-0/16"NOM. DESICCANT 3116`TGLASS 16 T6 XT. GLASS IlfIWAIRSPACE T >S MT T GLASS PAINTED IW. GLASS u gy WAT9 \J'" �6URFACE SU SUPER �R:M ' T6 SPACER®NXT'" PRMUMS� GL W-IF022d 16 GR 1 >GLAS O TOWARDS THE EMERIM.I O GLASS S I I a INiFJUOP PRODUCT IS 9WERIM3 I M GIAZWIFN2d11S TO WA RPS THE INTFAIOR. ea POLYISO" DESICCAWFILLAREA 3UTYLENE s116•NOM, GLASS DETAIL SEA SILICONE6EAL FORMED S STEEL NOTES:"'""�� = i) BACKBEDDINO SURFACES SHALL NOT BE PAINTED OR LAMINATED. GLASS 2) PRODUCT MAYBE EITHER INTERIOR OR EXTERIOR GLAZED. (IP=TEMPERED..... INT. GLASS XL EDGE" 6 SPACER Ath the Fl.dd. 17-0420.07 VINYL SLIDING GLASS DOOR NOA (NI) 10/05/15 ° *i /1 No. SB>GS GLAZING DETAILS 14.1 ROSOWSKI N0 CHANGES THIS SHEET. 04/05117 '� S,: "••. RIDA„� _�"��\ NTS Idl 100F21 I;1I MD-6470.0 SILL CLUSTER ANCHORS LAYOUT: ASIMOALOR INTERLOCK CENTERINE 4- E%IERIOR 2-TRAOKOLIIsrER ANOKORTd/•n TE7RI( V 4' EENTE m I / 4° bTRAOLELL6IER •q•ANG1MlOGnON9 ASiMOP10R IMFALOCK— CENR:Rl2JE 4- EMENOR 21MC LUE E ANbiORLOG=l10N5 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCEt2.31E RouAEsesRTAwmTHEEeuawxos¢L tlL91FRANCNU1lOG1gX@ wal Hen SN 1 &mb 1 5 P41m 7 4' 3.2r"+ f 1T KCLOOIER ANCHORLOG110W 'C4•ANCXORLOGnONS PANEL CENn RLNE EMnE�IWOR V 2-TMG(IM E➢An: li'MCHORL=MN •�1•ANCfIOfl LOGnON (DING GLASS DOOR LOCATIONS A GES THIS SHEET. NTS 191 11 PANEL CENn:RLPIE 4" EXTEI�ROR V z-tMrxurtERnTmwTE v2•ANcxoRlmLnon& PANEL CENTERLINE 4- EXTjE'RIOR V 2-RUb($M EMM Ir ANCNORLO M= CFMERIAc 4' E�RIIOA 3.22" EXTII IEI'1R �J MMMINTERM TE IJ -.rmwORLOGTI0N5 4- Yn KINTERME M - YMA ORLOGTUNS 4" .....-......__.---- v 4'IMEK IMERMEOPTE W MCHORLOGnONS •w-A ORW n W NOTES: 1) ALL DIMENSIONS SH1@24376- DPITANCOWN ARE BASED ON MINIMUM ALLOWED. 2) RACK-TO2.R371 E IS2.375° FORALLSILLS: pryryC PROOi99REu ua FeNtlo ``�`S��NYILYNNi 9u11E1nR C IT NOA-Na 17.0420.07 UOENFF - �� �PlreOon Date 0412112021 I} ( No. 55705 J ROSOWSKI MD-5470.0 u HEAD CLUSTER ANCHORS LAYOUT: ASTRAOALOR ASTRAOALOR INTERLOCK 4u INERLOCK 4' CEMERLINE CENTERLINE EXTERRIOR 3.22° E�RLIOR 322• V 2-TPACKOLLL4rER'W' 10 2MCKCUMEW MWDR1AGREN9 ANCHORW=0N5 f33u1='Eu�`�3 1T KCWSIER'Cr ANCHORt TONS CEMERLINE +I1� I MEE'RIIDA 3.22' v sNWOR LOMWIRs ANCHOR LOGRON9 ASIMON.OR I INTERLOCK—� 4e 4' CEMERLINE a +I If 3.22' 4TPACKCWWER -CTANCHOR WIMMOM NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON 2) TRACK -TO -TRACK DISTANCE IS 2.375' t2 375' FOR ALL HEADS: aR CK CLUSTER 'WANCHORIOGRONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL PANEL PANEL CENTERLINE 4' CENIEitNEL 4° CENTERLINE EATjjE'TRLIOR E%fjjE''RLLIOR 322° EM1E�Wi 3�• 1/ NMCKWiERNEOIATE V 2-TRACKINIERNEOUTE V 2-MMIWERMEONIE IPMCRORLCGTKIN vTANCHORLOGM= vd'ANCHORIDCATKINS PA PANEL PAM CENIFRNNE CENIEYNE�� 4• 4.75' EIUOR EXTERIOR MERIOR wl 3.22" R1`MICHOR TAG ION V IATE 2 AN HORIAGTOM �/ K RNCHORLOGETICN3 PANEL PANEL PM L 4' CENTERLINE CENTERDNE CEMERl1NE VINYL SLIDING GLASS DOOR NOA (NI) ANCHOR LOCATIONS B NO CHANGES THIS SHEET. aTRACKINrE DIATE'r J I A-TRACKINrERNE0IATE'+r ANCHORLOCA = V MCHORL0GTI0M NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE DISTANCE IS ALL HEADS: IZ376- NOw-Na. 17-0420.07 ��•a-"i' VCEN .,:1-. R" Oata 04/2112021 Q' >♦ � No. 58705 10/05/15 miom a r"Juct Control -'O is J ROSOWSKI ,�O_ '. )r NTS11112 OF 213iMD5 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT. (PARTIAL VIEW)' E( .U- 2.376' r-- 4.76' MAX 21.0' 21.5• M0 C.AX R MAX N o2r OPT.ANCH TO All ALIGNME OPT. ANCHC TO AID ALIGNMEP.. NOTES: 1) SEE TABLES 1 $ 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK rmmae eNmw ao n¢ wuaw�. aou¢r uua uiwoaroaaroAa 8 HYptllbin Ca+i dmD a pfivoi i I 2-TRACK FRAME JAMB ANCHORS JAMB END @ 1' X.600• 5i►�\ (3) TRACK WEEP HOLES EVERY 24' @ 1.125'X.100°; (1) WEEP NOTCH EVERY 24' @ 1.375-X.600' N. I 7.1z6^ MA)LIWAX^ I O.C. 5' AXX 14-TRACK FRAME JAMB ANCHORS JAMB VIA Hmmsm cut Jamb 5 P4mk 7 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 I, REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. (5) WEEP NOTCHES PER END @ V X.500• (10) TRACK WEEP HOLES �.�r.r EVERY 24-@ 1.125' X.100';J 24^ @ 1.376'X,500• (1) WEEP NOTCH EVERY 24° @ 1.376• X.600• E LAYOUT 2 3& 4 TRAC S PRODUCT REVISED 1 in with Mo Plodd 6WIdI., i.,% NOA-N.. 17-0420.07 P.aplrau.n Oat. 04/21/2021 11 VINYL SLIDING GLASS DOORINOA(NI) 11105115 Dr @ Mivm Dad ud Con m ANCHOR LOCATIONS C 5A J ROSOWSKI NO CHANGES THIS SHEET. AA04105117 ISGD-5470121 NTS 111 13 OF2 M4 MO-547Dn 110. No. 65705 0.�A(oI A70RI0P '01VAL 01 A LYNNYRLEA, P Ei6H)65 4° EMOR 2-1RACK9m CORNER (USEYAQ'AE'CYIsspLaP ) 4° aIMIXBPCOWIER YA'ANCfK1RLOGTiOtb (U8E W ERE•CY IB 6PECIFlEO) alR4CK W'COTWD3 E%TERIOP rw'.WCKORLO M= B15Et41ERE•CSI$W CMW) BO° HeeT-i 1 J°mE 8 P-Rcok' 4° _..EMOR 2.TRALKWC0MER n •CS•ANWORLOGTION9 v (WENNQi ISSPECW D) sTRAIX9Tr CORNER 'CB•ANLHORLOGTIOlm (IISE W iETE'CS• 6 BPECIFlED) SILL 00° CORNER CLUSTER ANCHORS LAYOUT: Em I 2-TRACKW'COPNER EXTERIOR (U8E4 RE'C M8PWlnM) V I 3TMCK80•COMER -- um C4•ANCHORIOGTION9 V (WEW OMR 'ISSPECIFIED) 4° aMCK9PCOIWER WIOR 4TMIX98'CORt✓'cR mOR 'OTAI&NOft LOGTON9 'CPANCR0RLOCA710NS BREY.1£AECa' Is sPECWED) (8sE WHERE ros•IsePEtulEo) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRAIMTO-TRACK 1DISTANCE IS 2.371 2375' V2.37W FORALLHEADS AND SILLS:FEE I 2.TRACK90'CORIGA EXTERIOR Td'M'CHORLOGTIONS (USE WNEREL'YWSPECIFl®) �/ I STGIX9CCORt1ER EXTERIOR 'Ca'ANCHORLOCATIONS fvl (USEMFAE W ISSMCOMM) H P H H I lu H89NS111 1 JaIHI 5 P hook 7 PRODUCT REVISED es complyyingg with 0. Florld. Dulc*m L°tle NOA-No. 17-0420.07 EaplmNon Datn042112021 *� No.6s705 uOces•wRrmt LIIG�� NCHOft LOG1DN3 OiE•Ca'6SPECiFlED) ALYNNYLLf3i,PE. PEl6B]08 VINYL SLIDING GLASS DOOR NOA (NI) lgl 10/05/15 ANCHOR LOCATIONS D aq J ROSOWSKI NO CHANGES THIS SHEET. AA 04/05/17 NTS EMI 14 OF 211131 MD-5470.0 HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: 'C4ANCHORLOCATIONS (13E WNERE-M- IS SPECMED) 3-T CK 135-COMM 'W ANCHORWCATION4 (WE WHERE'CY IS SPECIFIED) 4• Y/& E-%TII-OR_ 4.7RACK135.00RNER 15 ' 'ANOHORWCATIOKS (USE WHERE'CY IS SPECIFIED) 4" I- _I 3 2T -- - &TRACK135-COMM "'ANCHORLOCAMONS (USE WXERE TW IS 3PECPIED) &TIUCKIWCOPNER 'CB-ANCHORWCATIONS (USE WHERE'CS" IS SPECIFEO) 4" 4n �PIOR &ifUCK 133•CORNQt 'CMANCNORLOCATNIN3 (USEWHEREtl3'ISSPECIFIED) q I q" EXTFAIOR 3.22" YTMCK137COPIER WANCHORL TIONS (USEMERETWISSWCINW) 4" 43RACN 19fi•COPNER aIPACK 195'CORNER 'CB'AN EWISCATION3 ^WANCHORLOCATIONS (USE WNERE'C6955PECIFlEOf IWEINHERETTISSPECIRIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE EASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD EE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK 1r DISTANCE IS 2.375° ((� 2.376°fV2375' FOR ALL HEADS AND SILLS: 1(ll(Lx' 0 4" e eEM_ Elf IG8 4" n 3-TRACKCORNER (j WANCHOR ORLONS (W E W MERE Yd' E WSPESPECIFEO) yAw nRIOR v &T CK 13F CORNER CWMRCIIO ISS ECFI (USE WXEPE C5' IS 9PECPEO) It135 MpBN310 1 J3ntb 6 P-0a0k 7 PRODUCT REVISED plyylng wIth the Florida NoI . Cotle NOn-NP. 77.0420.07 EXplmOen oete 04/24/2024 F—*"o N3F':��': '---::�3.22r aTFACK 13s'CORNER � �j OS ''`-A.�?�oP,i '• IUSEWHRECCISSSPEMIIED) NALIkN` A.LYNNMILLEA.PE. PA.0687m 1 VINYL SLIDING GLASS DOOR NOA (NI) o 1( pi ANCHOR LOCATIONS E �& J ROSC Imtro3Bn Parw3ubrwF3, BvcJAI NO CHANGES THIS SHEET. W04, NTS JAI 15OF21 l$9l MD-5470.0 SPLICE LOGnON 4• 14, EM(E(''IRIIOA 3.22" IJ 2-TMCKSPUCE 'G'MN RLOGMW (USEWHERE'C ISBPEMM) SPNCE LOGTION 4.75° T� 4" V bTMCKSPUM 'CYANCHORIDCATIOM (USE WHERE'CY IS SPEOIF m 'C MMCRLOGWFI9 (USE WHERE'p IS SMCBTED) 11 [Ems �� M0 --I I-e— 3.22" 2-TMCKSPUM '01-AN 0111.OGT100 IUSE WHERE'CC IS SPECIFIED) SPLICE ocAno117 4" EMEMOR 3.22° lu 1T MSPME v 'EMER TWF38 nCNS RIBE WNEPE'CS'198PECFR:D) 4TMCKSPUCE 'C-MWORLOCATIONS (USEWRERECS'ISSPECIPED) 6PLIC Y 4" EMERIOR fL 2-TRAMSPME �/ 'U'ANCHORLOGTIONS (USEWHERETTISSPECRIED) MIMMUMALLOWED. 4" 3.22` — 1-.--3.27 4TRACKSPUCE 'WANCHORLOGTIONS (USE WHERE'CS' IS SPMIFIED) HGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK ES OCCURRING INSIDE OFF A PA POCKjjjET, SEE 009'''THE EXAMPLE ON SHEET 9. fO-TRACK F � 23 pN IS 2.375'TRAC 2.37G i]Li 2375° EADS AND SILLS: WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED i AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE OGT ON 4' EMERIOR 15 2-TRACKSPUCE V 'OS'ANCHORLOGnONS (USE WHERE W IS SPECFED) STMCK BRICE -M-MCHORLOGTIOM (USE WH ERE' W' IS SPEGREO) 4TMCKSPUCE "C8'ANCNORM(AMNS (USE MERE Tr IS SFECIFIM) 15.1011 ®" Q PRODUCT REVISED ...pi yying9 wI1N the Florida SWltllne Cotle NOA-No, 17.0420.07 Expiration Dat404/21Y2021 RITIIII VINYL SLIDING GLASS DOOR NOA (NI) III ANCHOR LOCATIONS F = IOMp2o0 PanapOem... JAI NO CHANGES THIS SHEET. No, 58705 NTS 191160F21 1€11 MD-5470.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGIE M SwGLE wfEI�LOCK FIFO LOMMIE ASTRAGAL ASTRAGAL OMSIIIEEM ASTRAGAL INSIDEM. ASTRAGAL OU SIDE195• I NSIDE... NTERIOROR OfllLOCN STILE WIHANDM BOXOUT BOX IN RELENER SMME R NB� p�EryFq S 014 OWED BINGE N ERLOCK E F PP K L L TC TA TV TW OUi Rmanl PWp) I SM WGACK 8 H P A C C SC SA SV SW Ill w mean MUM BRUTE RR R S S FC FD FV FW parcVp 65KM LU LO KSR E D M J J _4 F, W/KANI)m maKaup pSXPq Tn AB NA-L EOKpU LR T U LL "B R^°" BO%IN N T U ui J co Mq N pw AeCT CS CF Z RCNI As ^^�AEIVER AT AS DF a flEL our. L95• VT a7 VS VF —1'3AL RECEIVER w.195• ABTM(UL RF.CENEN 'WT WS WF LEFT RIGHT PANEL ]� PANEL STILE STILE PANEL TYPE "P'SHOWN. PANEL NOTES: 1) SEE OP/ANCHORTABLES 1 & 2, SHEETS 7.8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND AF NOT AVAILABLE. S) MAXIMUM NOMWAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES OOUB E C INTERLOCK ASTRAGAL OOUSIE MLOCK.STLLE.� INTERLOCK JLOCIMILE �--I II----�� ASTRAGAL SD SINGLE m pp m INTERLOCK L_K.wvwL� IMEu C DWRIMK WUB E A [� LOLNSTILE UA6TMGAL 3D .wv.rN D LOCI6TILE DS mum SwGm IN RLOCK INERLOCK EKplmllen VINYL SLIDING GLASS DOOR NOA (NI) JAI 10/05/16 PANEL TYPES , JROSOWSKI 00 NO CHANGES THIS SHEET, 04/05/17 3GD-5470FIFNTS X 17 OF 21 1111 MD-5470.0 1111 A 17-0420.07 DINT LrMfy 1, " No.6670E(�n1 8TA �S;ONAL BN% ! 411❑.111 A LYNN MILLER, P.E. P"58785 1 612 .100 Q7 2 TRACK HEAD/JAMB -8250 -. 1.813 100 03TRACKHEADIJAMB © 4 TRACK HEADIJAMB g67O 1'626968 QL 300 .110 .iBB .1205 ® OM INI AND STILE © AND STILE © RE REINFORCEMENT COMPOSITE ST REINFORCEMENT 3,452 .472 .126 9.208 126 2,176 .070 30D @135-CORNER ©135'CORNER ASTRAGAL PASSIVE MOUNT' - � d00 0 © 4TRACK SILL 8.250 m .100 81 1.8ii81 ®3TRACK SILL 1 5.875�I 1 { I�I 00 1.B13 �j O2 TRACK SILL 595 ADD ICK 200 WEMENT, -. RD HEAVY-DUTY 060 3.713 O48 1.500 1.170 229 o135' CORNER ®135' CORNER ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERICR III--- 640 291 1y5 �.550 y 061 � 782 .600 082 93 �L I' I' 1.928 OCOVR(PVC) D ANCHOR PLATE O9 TRACKINSERT 10 "'TEXTENDED POCKET 5.178 1.000 52 231 OBD 2 ,100 -r-+' 2.062 1.613 r .949 1.435 ft�' ry i .080 `6 r-�I�--.OB2 II I II r O60 O SUPPORT RAIL @ OUTER COVER SILL 13 COVERACK 1© P-HDOK ADAPTOR Q8 P-HOOK .828 .540 .500 .SdO r�8 .081 1� •22076 2.976 .01. lI.,1 2.141 1 +`-Ih 3A001` 1 ---4 --.082 �2.607+Ir 1.406 �-{7 --�I�-.082 � I � .329J iB KEEPEREO @KEEPER BAR COVER GOVERMENT REIN®BARPORCEMENT @ FIXED PANEL CLIP ®PLATE RCEMENT -,126 2,696 .312 070 2.210 071 ,090 r .100 EMENDED POCKET INTERLOCK ADAPTERADAPTER INTERLOCK ---I 1,876 FF- IADDPANELSTILE,TOP ADD -ON ®AID BOTTOM RAIL 3.326 3,346 L9,9 000 3.247 3'�5 I O60 ` .065 I--.g10 @L117 CORNER ASTRAOALCORNER 40 ASTRAGAL CAP. DO- CORNER 41 ASTRAGAL CAP. EXTERIOR INTERIOR F1--2.838-1 2.0173 � �{�.--.,ggg L .100 IOI (g INTERIOR JAMB COVER Expiration NOTES: By M 1) SEE SHEET 4 FOR SILL RISERS, 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. �- w, 210 - .252--r1261 VINYL SLIDING GLASS DOOR NOA (NI) $ 10/05115 , *;• 15870$ L281 g --O i EXTRUSIONS 60 JROSOWSKI =A ®1-ll1e°� ®1-V16'I mPrawxre�on Pmiwuswes.wc. NO CHANGES THIS SHEET. ��04106M7 BEVELED BEAD OGEEBEAD euni0r0e Besexvep % S 1070 TECHNOLOGY OR �� '4/QVAL10 N. VENICE, FL 34275 1 (941)480-1600 SGD-5470 NTS 180E 21$ MD47.0 ALYNNIZU-91 P. . Fn aepx"Ta 1)INSTALL4 ICHOR CLIP INTO USED PANEL4Q .LATION, STILE 'III SHEET O(3)#10X 7.51 SMS 7/ #E SMS ® 34-1/0 MAX O.C. INTERLOCK CUP COVER ��4S\�PZTERLOCK INF. PLATE BOTTOM RAIL #10X SUPPORT 11 842.1/2"6 (2) #S X Y SMR THROUGH SUPPORT, az INTO PANEL XINTERLOCK SILL RETAINER°sms CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB ATTACHMENT S SUBSTRATE, o USING4 INSTALL ONE BLOCKAT \ INSTALLATIONANCHORS, SE EACH INTERLOCK �,}, ANCHORS, SEE AT ASTRAGAL, INSTALL\\'TII�\ ° TABLE I ONE BLOCK THAT SPANS BOTH PANELS. °(J AT THE \ H FIXED B LOCATION. 4-PANEL, 2-TRACK OXXX SHOWN PANEL v ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS IBM JAMB TO HEAD ASSEMBLY ��1'II�IIjIJMERIOR EXTERIOR dLS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SHEETS 11-16 FOR ANCHOR LOCATION S SPACING. TABLES 1 S 2 FOR REINFORCEMENT REQUIREMENTS. NNUOUS ANCHOR PLATE, ITEM #6. IS REQUIRED AT ALL FRAME ANCHOR LOC VINYL SLIDING GLASS DOOR NOA (NI) R R27 ACCESSORIES INSTALLATION lar J RC m vxr®son Parwnuswes.wc. CORRECTED #SB uBwarna PEBErNE0 IO TECHNOLOGY DR g �� . VENICE, FLS4276 (841)-480.1800 �SGD5470i MS 18 OF21 qq 30 MD5470.0 rF Nn SW05 11' .LBA, PE B705 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE v.1 104 112 HORIZONTALSECTION EXAMPLE .87r r.-- .876� I— 1.020 I 1.993 i 1.993 1.8T.062 L +.062 L 062 140 TOP RAIL tat BOTTOMBOX OREEN RAIL 10 SIDESRAIL EN .020 r-- 1.593 7_...� 1.373 1.872 J� L ioss. p f-.1,833 082 4L --.372 tm BOX & BEEN tps OXOOx SCREEN SCREEN INTERLOCK SNAP -ON ASTRAGAL BOG FLAP ADAPTER . 1 1.308 1.343. yr- 1055 A87 r~ O50� 0 060 tee BASTRAOGALN tm SIOSORE N LLADDON tm AND JAMB ADDRCX SCREEN S ADAPTER STANDARD SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE I` +1.081 } 1.202yf�11 1.778 1.7yy78 9S5 50 �� 0050 •04 TEEN tr SCREEN taz SCREEN O%O ME 81DERAIL. ASDiACAL LATCH ADAPTER LI `+-.725 A1.435 I�-- .765:9 782 F�I�-.040 .062 Oto SCREEN VINYL 1z4 FRAME SILL ASTRAGAL OSCREEN ADAPTER ADD -ON INCHES. VINYL SLIDING GLASS DOOR NOA(NI) JAI 10105/1E SCREEN DETAILS jb J ROSOWSKI NO CHANGES THIS SHEET. ARD4/05117 NTS 121 20CF21 I€E?I MD-5470.0 as tat m tr Eaplmtlnn bate 04/21/2021 By miom-Eo nero LYpN4f UCENSF•:�C�� i No. 6,705 tP' "'�S��NA 100%, a LmImItE m P.EJSBJOS B Part# Deadp0on Material 1 later! 2-11=k Headl lamb Rigid PVC 2 10OD2 2-Track Sill wgltl PVC 3 19025 3-11ack Head/Jamb Rigid PVC 4 18026 a-awkSill Rigid PVC 6 19027 4-Track Haed/damb Mold PVC B iSM11 4-T ock SIB weld PVC 1 19009 Frame Screw Cover wale PVC a 19031 Anahor Plate 5003-Te Alum. 9 19DU Thick inert 0003-TB Alum. 10 10084 Imedack Cap - Extended Packet RIgId PVC 11 1BD30 Bottom Roil Support 80m-TOAIum. 12 18006A Cutar Sill Caner tl B mmum. 13 18011 Sig Track Caner Rigid PVC l7 18032 P-Hack Adapter 0O83-TOANm. 18 19010 P-Hoak 60 111 Anne. 18 10047M Extended Keeper 6063-TO Aftm. 20 19D20M Keeper 6063-TBAIum. 21 10014 Reinforcement Bar Corer R(gid PVC 22 19030 Reinfewmanit Bar eD85-TSAlum. 23 10037M Fbhnd Panel Cap 60m-T0 Alum 24 19036M Rcinbmemeat Plate 60m-70 Alum. 010017M Tap Rall, Bottom Roll and lockable Relnforooment 8005-T5 Alan, 20 1OD48 Campoade 27 19018M In[edoak.300 R4IIIfoNemem, Sid, 8005Te Akirn 26 19013M mtedcok ADO RaimorcameM, HO 000546 ftm 29 10018M AabaSM Relnmraemmd COOS-TOAlum 30 lama Exended Paoket lnteanek Adepiw et83-IBANm 31 19005 Readmit Adaptor wild PVC 32 10008 AstmgelAd"m Rigid PVC 33 10004 Panel SM., Top/Bo0om Res Role PVC Me 19042 Walter Jamb Cover 6083-T6 AWm iB076 130' CamerAstmgal 60m-T6ANm. 30 19071 13W CarmaAetagel Pasehe Mount 6U68-TB Alum 37 18078 136' Comer Mengel Cap -Ext. Rigid PVC 38 lBOBO 136' Comer Astneal Cep - Ind. wgld PVC 3B iBD7& 00-ComerAstmgn 60M6Al. 0 Part# Deacdp0on Material 40 18s01 N' CmmWAetmgal Cep- Ext. Rigid PVC 41 190e2 90' Comer Mengel Cap -Int. Rigid PVC 72 loom SIII Ideal-(2.1)2') 8053-TS Alum. 43 loam SIR Fine, -(3-1M) 6063.T6 Alum 44 11023A 610 wear-(4-1)!O') SOOTS Alum. 45 1bU14A SIII Rtsar-(46)8') 6063-73 Alum. fi0 71WOOW .167 x.WW FNsed(S111e) B7 71696K 1-112' x V x 3/4' Fin Seal Wet P11.10 52 71696 Duel Plug 60 410041 Intedoak CUP Corer PVC 01 78153X Tandem R011arAasembly SS 62 78163N Tandem Roller/wsambly Nylon 03 70X75FPTX 98 x 314' Ph. PH SMS ® Raler & Rabe 88 64 4190b42 Fireman Header Block Nylon 86 48052 Roller Aci Hale Plug PVC Be 44M 4 Hole Bumper Stop PVC 67 78X114FPTX 08 x 1-1/4' Ph. PH SMS ®Bumper Stop SS C8 710 HIG SIII Plug PVC 69 78186X Gamini Morilee Look w/long Tim plate Swan 70 7lWWFPFX 103E x V PhTH MS ® laM Be 71 •atlas Handle Ka Cast 27M 75 Kermaling 4SO TPS Spacer System 76 Quenex SuperSpooer nXrwllh Hot Melt Butyl Sae Sheet 10 ter 77 Ouareox Manu ai Mainline 78 Cardinal Edge epever 70 Dow Carnes 095 or GE-7700 Seakbeddng SDlcane 82 ism 1-1/1C' Beveled Bead algid PVC 83 18046 1-1/16. Ogee Band Rigid PVC 86 71726K eawrg Black 1' x 4' x 1/IC, 85 ♦/-5 dum. Neoprene W 781PSU N8 x V Ph PH SMS 9 From Assembly as 91 7BA14PHPT410X ee x 1-1/4' Ph. PH SMS ® Rent Bar 88 9T 7100PHPT18•CX 410 x V Ph. PH SMS 49 Roll Support SS B3 710X11OPPX 010x 1-0/2- Ph. PH SMS ® Fee. Pnl. Clip 88 ue 710)Q.6PHPT18SX 010x 2.1@' Ph. PH SMS ® Relnt. Plata/Aet 68 95 71420M1BFPFX OR x 2-1/4' Ph. PH SMS 6Nor. Black SS BB 710M.76PP% 010 x 1.1/4' Ph. PH SMS 0Ast Mount BB 97 710)04PPX B70 x SM Ph. PH SMS ® Ed. PM. Ire SB 88 71(10PP% else 2- Ph. RI SMS ® Keeper SS 0 pan DeacL"m material 10) 12266 Box sores, Top R4i1 6063TBAI 101 12267 Box Screen Bottom Pail SOm r Al 102 1220 Sex some Pell BOm 76 Al 1W B4429 SM Soren 1,1e4rk 6011 104 17347A Box Screen Snepon Bug Flap Saw To Al 195 WAR SM Screen DID AaRagM Adapter Met 76A 106 17M Box 6cnm AFOagal Adapter am TS Al 107 79D39 Bee Screen Forme Sill Add -on 803373 AI 108 1E038 Boa Screen HaoclUamb Add -on SM76At We 72DXlX 81420 x T' Ida 0 Top AM 99 110 720X112X 01440 x 1-112' MS @ BpnGM1 Pao SS 111 71793G Watp;.270r x.160-Fin Seal 112 618WK WetA.18T' x. 5W@ Bug Flap 113 79PAZ Standen Boiler NIen- 114 7SRAX HDRM.r SS 116 aldea Sewn Leddng Hadleare stow 116 416053 Screen Keeper Steel 117 78X1PPA !Mx 1' Ph. PH SMS Sleal 118 i8B7/14 Somee Spline-.160"&.t65' 19M/I i18 18is= Screen tldh FR sea TABLE E: STANDARD SCREEN 0 Parka Oeariptton Material 120 12033 Screen Forme Red 8063T5AI 121 1200A Semen Remo- Side Roll (Latch) 605375AI 122 173M Screen 0X3 Ashaeal Adapter 6053TUAl 123 4853K eamen Vinyl AetmBel Adapter Rl91d PVC 124 180123 Forme SIB Sateen Adrian am TB AI 125 8FPa5K Bug Flap, 0+/-5 cum. Vinyl 128 7SX112PSATS e8 x 1.111 Ph. PH SMS (Assembly) SS 127 712027 Comer Kay Wheel Assam -(St -Mad) Nylon 128 7120WSS Comer Key Wneel Assembly (HD) W 120 vadae ISewn Lacking Hardxem Steel 130 710XKPPSDAX e10 x 3'4' Ph. PH SMS Q Sown Act, 1SS 131 Tape PSMBX al x V2' PR PH SMS ®OoarAM. I68 132 169=4 joeown Spur ,-.145' I Vllryl 133 101OUD ISown Cloth I Flberess PRODUCTREVISED BUI1dinB lye g wI1H Ike Florida NOA-No.G �e 17-0420.07 VINYL SLIDING GLASS /15 miam a onro _1F'"A' � No1, 58705 iO •4A' F PARTS LIST 8 J ROSOWSKI Qq'c, l NO CHANGES THIS SHEET.119104105l17 NOTES: 1070 TECHNOLOGY DR 111 CI I�al 1) ITEMS 014-10. 4649, 53d8, 72-74, 80, 81, 04, 86, 87-08, 98 & 99 ARE NOT N. VENICE. FL 34276 ��7 USED AND ARE NOT PART OF THIS APPROVAL. (B41}480-1600 igG�1-5470111 NTS N 21 OF21 RB M0.5470.0 1 Windows • Doors Custom Mirrors ^ Shower Doors a Table Tops k SC D 54"I0 II"x 9(P:' 13ci" x91e" l o5N55ool ' �1SH550o I rVV^ xiy4^ 53"x�4a Kaplan PAesidencc q�w S . ocean bri ve, Unit i6n ensen 6oach, FL 4q5 7 30 Years of Quality Service 3570 S.E. Dixie Highway a Stuart, FL 34997 ^ (772) 286-0459 ^ glassprofessionals@gmail.com THE THERMA 1 IS INDUSTRIAL "FIBER RU DOORS EDGERTON. OH 43517 6 F8Er FIBERGLASSISINGLE DOOR INSWING''„/ OUTSWING RIMp Acr GENERAL NOTES I 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ(. I 2. Product anchors shall be as fisted and spat embedment to base material shall be beyc 3. When used in areas requiring wind home dl with FBC Sections 160M.2 & R3012.1.2 and covering. This product meets irisstie level "D in ASTM E1996 and FBC Sections 1609.12.2 i 4. For 2xstud framing construction, anchoring shown for 2x buck masonry construction. S. Site conditions that deviate from the details engineering anaysis by a licensed engineer as shown on details. Anchor wail dressing or stucco. protection this product compries s not require an Impact resistant I excludes Wind Zone 4 as defined 11.2.1.2.1. shall be the same as that This drawing require further registered architect. TABIEOFCONTEIM SHEETB DESCRIPTION I I Typical elevations, design pressures a general notes 2 Doorpaneldetaih '.I 3 Hor¢ontal cross sections 4 Vertical cross sections "I 5 Buck and M1nme anchoring- 2X buck masonry construction 6 Frame anchoring- 1X buck masonry construction 7 BPI of Materials B Component t 37.59' MAX. OA. FRAME WIDTH 36.00" MAX. PANEL WIDTH id o � = m � m N m OVfRA[L ;DESIGN PRESSgRE (PSFf';; . , b1MENSION ,'POSRIVE NEGATIVE'. INSWING 37.59"x 82.19" +67.0 -67.0 OUTSWING 37.59" x 80.69' +67.0 -67.0 i n N s: a 0 U a FL-51391.1 RgaremslT m�P Try PeRnneeNllA'Ibaaa eua:6ApPwaN\F4ses„c. Gaw�g:v\-:as, aa,nw-sez,.aw, z, a Io 4 Go pp n2 N N Y 1.5l,,,�111 r1.54' N �7SP� O A A N N m O i m u s � y 1 — N P N N Q m q P T A A m z llry �10/JJ// A <1\�Il 10 1 `1 • Na d39)0 October 17, 201 ••?•• pp F 4 A PRODUCT: Dxu,mrrtn P,epvna Bl+ tmaen P. s�nmiat AZGICD�.•/ IN 3 THERMA—TRU FlBERGVSS DOOR •6WEOF P.E. N.. a3AGe //JJ ��•^ ��` 10 iJ 17 UPDATE TO 61H m. 2017 MC JK R 18 $ Z y in N 3 1+ 2 pm 1 GDP,{/ BUILDING CONBUaT , ✓�•�/�l P.O, Box M. WK.. PC J3595 1 28 15 UPDATE TO 5TH m. 2014MC Lis PART OR AWEMBLY: 6 11 12 REYSED TO 2010 MC JK NO DOOR PANEL DETAILS PNPna N..: 813.659,9197 DATE BY EBPE C.A. No. 9813 REVISIONS O aooe a.w. ewioixv coxeuvms ,xe. -ii IO1�1 INTERIOR DMIOR EMB. INTERIOR EXTERIOR 1-1/4° MN. EM� B. ffP.I �1 HE. .LCROSS SECTI.ON 7 Shawnw/I%subbock 2 HORIZONTAL CROSS SECTION 3 lr s mg confi9omwn FL-589/.1 1 3 or R:\Olenbllliema Tlu GERMAxFMy1- fbKa RvabIRApPweklR-SB911C- OawTy�i-589t (3011)1ft-5891Axy <.1 1.. O m m _ N O N ryl � O O _ � 0 A • HOr ARW •• v p� - m5n an 2 2 • n •'P �^' 1-1/$MIN. sue. PYP.I m 0 m A A_ a A Q A N •Y .y A 0G g� QFS J� x O yY • • A N A OV m .OS Q A 2 Z ° m V m V m n 1-114"MIN FMB. RiP.i ...... 9CMj� .% i •• No. 43i09 October 17, 2017 +r1 PRODUCT: 7NERIAA_7RU [beumenb vrepe,ea er lGOBl1F Lyndon F. Sehmidt R01pDQ:' FlBQtOl455 DOOR P.E Nv. 434G8 'A, %Q •••••`���` AAfill, p J 10 17 17 UPDATE Tfl 6M m. 2017 FBC JK m2 �111yA I+ 2 118 f5 TO SiN m. 2014 F8C LFS pARr OR ASSEMBLY: R m L, LQ BUILDING CONSULTANTS. lAu a 1 8 ll 12 -P44 REVISED TO MIO MC JK Ia- in ✓\. P.O. Box 23D, V°INm. M 33595 CROSS VEISEC�ONS Phone No.: 813.85G.9197 NO OATS REVI5ION5 MPE CA No. 9B13 03p09 q.W. o-131No....YIYI.MB IN.. HEAD & OPENING MASONRY IY JAMS I PO n T =o c B s BUCKANCHORING STRIKEJAMB CONCRETEANCHOR NOTES: 1. Concrete anchorlocnfions at the comers may bee ebtl Led to maintain the min. edge distance to mortorjolnts. f 2. Concrete anchorlocoNons noted as "MAX. ON CEMER" must be adjusted to maintain the min. edge distance to mortarloints, additional concrete anchors may be required to ensure the "MAX. ON CENTER"dl�enslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR ' MIN. MIN CLEARANCE`. MINXIEARANCE:. TypE SRE EMBEDMENY 1'O MASONRY' TOADJACENT 2 EDGE ANCHORITW '-- TAP ONO 1/A"1.1/4' 2� 4" ELCO ULTRA ON® IN1.1/4' 1I I 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end dlstonce, 3 I"o.c. spacing 6° MASONRY OPENING FRAME KJ TYP. HEAD 6 JAMBS _o FRAMEANCHORING Masonry 2X buck construction HINGEDETAIL HINGEJAMS 0 gg �iX% m 7 * ?0 � d' pan Pi fill z dim ' a xid R�Em$ zmco 9d<a 1 LL ¢N$ Ei %1250.1 1d CNN -• ^ W i nry�Q F o^u� "IN^Z a 4123108 i 's': N.T.S. ° Rr, AL m W. LFS 3 sw° N°.: d FL-589Li o 0 a 5 0 7 " 1 �6. y� WRe¢ 3iN 1 ',r'�rr//I11• ZN� c 111 �"```11 Z e m O N E 2 OAV c B� 9 oN omo gx sngg4 .%r MASON OPENINGG O @ a €z G Y So FRAME 27 ❑ n TYP. HEAD & JAMBS ' u u =o o o �z Sz J � 1XBUCK �i LATCH& DEADBOLTDETAIL -I YYamzo .I SIPJKEJAMB PRAMEANCHORING Masonry IX buck construction CONCRETEANCHOR NOTES: 1. Concrete anchorlocat ore at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2 Concrete onchorlocallom noted as"MAX. ON CENTER"must be adjusted to maintain the min. edge distance to madarlolnts, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: ANCNOR ANCHOR 'MIN. MIN. CLEARANCE .MIN.CLEARANC'E TYPE %:. SIIF EMBEDMENT 1C MASONRY EDGE -. 70ADJACENf f ANCHOR ' `' nW TAPCON / ITW TAPCONa 3/16" 1.1/1" WOOD SCREW INSTALLA17ON NOTES: adue distance, 1"end distance, & I"o.c. spacing Maintain a minimum 5/8" HINGEJAMB HINGEDETAIL Ssa �hN y ^ W s ^N�6 nN^i i �423 08 i c N.T.S. er: AL sr LFS 3 M No: " FL-5891.1 0 0 7_Lori N a A A BILL OF MATERIALS ITEM DESCRIPTION I;1 MATERIAL A IX BUCK SG>=0.55 "! WOOD B 2X BUCK SG>=0.65 V,i WOOD C MAX. I/4'SHIM SPACE ': WOOD D 1/4" X 23 4" PFH ELCO OR I W CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16"X3-1/4"PFH ITW CONCRETE SCREW ::I STEEL H I IXx3-1/4"PFH BW CONCRETE SCREW 1 STEEL J I 1/4"X3-3/4"PFH ITW CONCRETE SCREW I STEEL K #8 X2-1/T PFH WOOD SCREW 1.1S'MIN. EMBEDMENT) STEEL L 410 X 2' PFH WOOD SCREW i' I STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP I FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP I FOAM 9 4"X4" HINGE.097°THK. I STEEL 10 #10X3/4"PFH WOOD SCREW ::1 STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK; STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 19 HEADER JAMB PINE, S.G.>=0.42 i WOOD 20 SIDE JAMB PINE, S.G>=0.42 .I WOOD 21 KWIKSET SIGNATURE SERIFS 780 DEADBOLT,Ii STEEL 27 LATCH STRIKE PLATE "I STEEL 28 DEADBOLT PLATE I STEEL 32 DOOR BOTTOM SWEEP 'I PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 50 FIBERGLASS DOOR PANEL -FIBER CLASSIC ::I - 51 PC DOOR SKIN .070" MIN. THK. FIBERGLASS 8Y� THERMA-TRU WITH YIELD STRENGTH FY (MIN.) = 6,000 PSI SMC 52 TOP RAIL ( COMPOSITE 53 LATCH STILE LVL WOOD 54 HINGE STILE I WOOD 55 BOTTOM RAIL COMPOSITE 56 1 POLYUREIHANE FOAM CORE -1.9 LBS. DENSITY FOAM 57 1 LOCK BLOCK REINFORCEMENT :I WOOD NOTE: WOOD/LVL COMPONENTS (PINE, SG>= �1 4.56' II o I2.36"-4 88-19 20 HEAD A SIDE Jamb 227 Nz _� L �� s I III LOW PROFILE OURWING BUMP FACE 5 75' —1 k L 1 r 73 SELF ADJUSTING SADDIETNRFSNOID m FL-5891.1 a 7 of 7 SCANNED BY St. Lucie County MIAMNDADE MIAnu-DARE COUNTY a PRODUCT CONTROL SECTION 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 .miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of 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 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 "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06106117, 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. 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 literattue._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# 16-0714.03 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 r7 ! Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, 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 -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® 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, FTL-8968 and FTL-897%. dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 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) 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 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 3. 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 a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 5- 9.OS Mauuel or P.E x. Product Contro iuer NOA No.17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coh-rmuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNrEvuED) 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 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 01 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. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8119/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOANo. IS-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submdted-underprev_iousNOA-ATo 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and iring on 07/30/20. Man er P.E. Product Con rol E miner NOA No. 0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE \ EXAMPLE FOR ,1 2&118' MAX.O.C. � I.� w �tK. BUCK WIDTH RAOIUSTOP - \ 12' MAX. FROM HEADER(SIM. �_ ypLl -- FRAME BEAM B. SEE �MAX O.C. WINDOW TYPE6) SHEETS _ B SEE I-•-30-MAX.O.C. �SHEET3i FIXED VISIBLE SHEETS , 12 i LIGHT WIDTH 031 S A. SEEP _ _ I 12 MAX. FIXED + EQUALLY VISIBLE L SPACED I LIGHTEQUPLLY 1]-]IB'MAX. OC. pNCNOR6CEft HEIGHT 6PACE0 I�_ TABLES ht1 ANCHORS PER Q TABLES Ott G III 04'�- _�_ MA%. X II 10°MAX. O.C. HEIGHT - XI 1I, EQUALLY11 MAX: O.C. EQUALLY ED j SASH SPACED LIGHT VISIBLE ANCHORS PER SPACING�- ANCHORS PER .. - / HEIGHT TABLES h11 / A I i - I 1 JNOARICH 0U- MAT S B Ir \ SEE SILL WEER 54'MAX.BUCKWIDTH NOTCH DETAILS, SHEETS ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION MIAMI-DADE DEPICTED AS 2X ARE 1.1 R' THICK OR GRE AND INSTALLATION IS THE RESPONSIBILO 5) ANCHOR EMBEDMENT TO BASE MATERIA SHOULD BE SEALED, OVERALL SEALINGIF 61114' MAX. SHIMS PRE REQUIRED AT EACF ]I DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON S' B. POSITIVE DESIGN LOADS BASED ON W/ C. DESIGN LOADS ARE BASED ON ALLOW/ 8)THE ANCHORAGE METHODS SHOWN HM USED IN THE DESIGN OF THIS PRODUCT. DISSIMILAR MATERIALS SHALL MEET THE e) METAL SUBBTRATE TO MEET MIN. STRES 10) REFERENCES: TEST REPORTB FTL-]961 SHADES OF CAP COATED PVC EM 11) APPUCPBLE EGRESS REQUIREMENTSENTS I USER INSTRUCTIONS: 11 DETERMINE THE SITE SPECIFIC, WINDOV 21618' MAX. O.C. IV MAX.. /( / NAK i B, SEE [-30°MAX.0 SHEET3 _ II.._ MCHORAGEEXAMFLE FORARM-TOP ---HEAOER (SIM. FORALL 1 WMOW TYPES) 10' MAX. FROM FRAME SEA/ D. SEE r SHEET4 TJIB•MAX. O.C. SNEET 3+ te J— B1.T8' ESPACED)/I) _ ! 1]-]IB'MAX.O.C. U ANCHORS PER BUCK TABLE6411 _r HEIGHT --MAXBUCK ID• MAX.IO.C. 10'MA%.O.C. X I � . y HEIGHT I / � EQUALLYtaya•MA1L D.C. 1&3N'MAX.O.C. L - SPACED - - — SEE ANCHORS PER I - SHEETS TABL 1 TABLE3111 A I / l8&B A I B-IfI MAx. %6-Iw MAR 1 B_� JNOMICHORSRT Su -j' D "SILL" EE SILLWEEP �SEESILLWEFP- OESIGNPRESSU_RERATNG IMPACT RATING VARIESPERREINFORCEMENT tLEVEL, SEE SHEETS 67 LARGE&SMALLMISSILE IMPACTRESISTANT 521IS' MAX. BUCK WIDTH SEE SHEETS r 1-IM' _� 1— 889 1 1 I / ea' BUCK HEIGHT AS SHOWN 1 I T �) SASH VISIBLE --INOTCH DETAILS, SP MAX. EDCK WIDTH NOTCH DETAILS. `NOTCH DEI.. ~ LIGHTWIDTt SHEETS SHEETS SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION, FGR cusroM corrAGE CDNFIcuRATIory uv ro.- ANCHORED THROUGH THE NAIL -FIN T5'HEIGiT SEE TABLE8411 (BMLARANCMOR OIMENS ONS FOR OTHER CONFIGURATONS) OPINE WITH TS REGIONS, FOR INSULATED GLASS INSTALLATIONS NSTALILA CODE INCLUDING THE HIGH RVHZ, ELOCITYTHE OUT OAR LITE ZONE(CAP) GEVATIONOTEB...........::....._.._......................... ORNE DEBRISAMIGA ECOUNTYA PROD ASSINSRYAN HORS.ABOVE 30'IN USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PIN ELEVATIONS..................................-.....................1 ', USE ONLY KSIPER-DAOE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATION6 WERE SOUTHERN PINE, FRAME, GLASS FLANGE QUALUS.........::......3 MIN. CONSIDERED PERANCLLATIO E. INSTALLATION, FLANGE& EQUALCHANNX.....3 12XKS(WH INSTALLATIONS. HALL IX BE DESIGNED BUCKS AN SECURME EONALIF RUNRLY13 INSTALLED DIRECTLY TOSUBSTRATE. RUCTURE. OOD MOD BUCK INSTALLATION,DETAILS INTEGRAL FIN 8....- N.....5 I2XER.RARSED)SH OF REDESIGNEDAND SECURED TO PROPERLVTRANSFER LOADS TO THE STRUCTURE. MOD BUCK DESIGN DESIGN PRESSURES .........................._..............5 3INEER, (BOB)(EAL OR SSING ECT OF RECORD, (AAR). DESIGN PRESSURES .................__ ................ 8-T EYONDWAUL FOR RESISTANCE FINSTAANCHORS ALJ-BE TORE yOTHE OTHERUENGTHTOACHS BE ONDTEDMINW OFTMEEI WTR ANCHORS ANCHOR QUANTITIES......................................... e-10 4TEGY FOR WATER RESISTANCEOFINSTPLlATIONSXALLBEDONE BY SHIMS CAABLE BEYONOSFERING APPLIED UONSRUCTIONS. EXTRUSIONPROFILES.................................. 11 :ATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE BRIMS CAPABLE OFTRANSFERRING APPLIED LOADS. ASSEMBLY BPPRTS LIST .... ...........................:... 12-13 CODES I STANDARDS USED: " CYCLE TESTING AND GLASS PER ASTM MISS, •2017 FLORIDA BUILDING CODE (FBC), GD1 EDITION ESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE(FBC), STH EDITION - - 3ESIGN,ASD. GNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1G% STRESS INCREASE HAS NOT BEEN •ABTA E130D09 DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSIlAF&PA NOS2015 FOR WOOD CONSTRUCTION PRODUCT REVISED ITS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL. ADM-2015 as DUCTREVISE•NMNa DKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AI5151004Y BWIBmOC«b ULTRACON NON ELCO CRETEFLEXNOA; RICO AGGRE43ATOR NOA: ENERGI WINDOW AND DOOR PROFILES, LTD WHITE& BRONZEAIGHTER •AISC36MO AwpbulnoW Q- 0.00 ONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION, ANSVAF6PA NDSB ALUMINUM I Al- v' tDNe ED BY BUILDING OFFICIAL. \\\\ YLYN I'AA RewBa. `Wa'1�•�cENSF �?l/% UPDATED TO FBC 2017. - JR - M Al .aartoaHtT IEBLON PRESSURE REQUIREMENT FROM ASCE T. •.Y'Z O5/QB117 OM TABLES30R3ACOORDINGTO THE INSTALLATION CONDITIONS, L* NO. SB705 *' R:7- CONFIGURATION AND SIZE, DETERMINEYQURWINDOWS DESIGN DMaHpOen' MOm �' EEDTHEOESIGNPRESSUREREQUIRENIiNTFORTHElMN00W G Or� I . Q fOZOTECHNOLOOYDRIVE GENERAL NOTES &ELEVATION J ROSOWSKI -A / � N VENICE 11342T6 UrCN'"u Vol'— o• —''. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOMASSTRATE WILL MEET REQUIREMENTS FOR YOUROPENING'S CONDITION FROM TABLE52 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET-SEFARE MET. TE0 ((A: �� s'•,!YOft10P,. G�` (841)48D1608 ISM. SINGLE HUNG WINDOW INSTALLATION-LM Dole: 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRU-FRANIE INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. OA f� a \\ A]TI AN1IA1L1 E1L1 DmDatarteAtT P]Ta9LORIR&PC, seats: 51roet Drmiltp No. .. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL, FLANGE - A LYNIS MLLLEN`P.E. AUAMxmRFSTAvm g. /yearn: SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGIEOX). P.CA%705 CERT.OFAU01.0T830& ' Glass µ Des<dption (LlsteE tom DomerN Inledor) Dodge Pa.. Table 1 Sheet 5 7/8' I-Oah tad l.G.: 1/F A Extador Cep e 711W Air Spaces, 5/16• Laminated; (2) Was of 118• A Glees xith W PVB Inledayer 4, 5 6 8 7/B• LaHrunfi d I.G: Vr T Extador Cop. 7118• Ak Specdf.'6/le' Laminelnh l2) Lltee of l/8' A Glass wllh.MV PVB Intedeyer 4 6 6 7 71W Laminated LG.: 3/16' A Exterior Ca, -3IF Air Span,l WIW Leminaled:(2)IBee of IV A Glass xilh.M' PVB lntedoyer 46 6 8 7/8- Laminated I.G.: W19' T Extador Cap • IV Air Span+,6116' Laminated; (2) Ume of 11T A Glees wilt A9F PVB Ntedeyer 4, 6 6 8 71F LambrOW I.G.: VIP A Exledor Gap' 711F Alr Space e', &IV Laminated; (2) t s of 1/F H Gass WIh.090• SG ktadaym 7 7 10 T/F IaMmted LG.: VT TExterior Gap ♦7H6'All Space+l6/1F usuread:(2) um. of VT H Glass w0h.W SG lnbdayer 7 7 11 ]/e' lam6ubd I.G.: 911B' A Ex1eMr CaP 3�6' Mr Space v.5118' LamNeled: R) Uloe of 1/6' H Gaee xilh .090' 80lnterlaYer 7 7 12 71W LemWled l.G.:3/18'TExtedor Cap+ G'8-KuSprce+,S/lF Lemma uj;(2)utes of l/F H Glass a11h A9F SG Ireadayer 7 ' 7 13 1/F 1.mnlw ad I.G: 1/B• A 8 7 td 7!e' Iamineled LG.: 1/B' T EImMr Cap i Sr18' Air Space KTItF LeMmltl; (2)Utee o/3r18• A Glass ui1t.09F SG inladayar 8 ] 15 )l8'LaMnated l.G.: 311FAEaredor Cop'1Id'Ak Spaces)/10'IaMnabd;R)Ules o1311FA Casa wiN.WP SGUeedryar 7 ] 18 1/B' Lemirekd LG.: M18' Talons Cap a 1/4- Air Sp i •]/1F LmireUd; (2) Utes of118• A Olass wiN.090' SG Medeyer ] ] I Omu P Anchor Subsmte Min. Edge Distance Mln. Embedment A pull SINS (et 11l' SM S.S. or IMS . P.T. Southern Plrle(SG=O. ) 343- Sleet, A38' " 1K318' 0A5F Steel Stud, A653 Or. 3370.0451' (18 Ga.) Aluminum, 6003.T5' I ro steel Ultras. P.T. Soumem Pine (SG=0.65) 1J 8' console(Dan. 285 ksqia/8' Ummuled CMU, (ASTM G90) 1-1/4' g129NS (steel, iSU S.S. or410S.S.) P.T. SMhern Pine (SG=0.55) 1US. 51001. AW 0.050- Steel Stud, A853 Gc 33'0.0451' (1B Ga) Aluminum, 6063.T6' O.OB3' 1/4'steel Ultmcan P.T. Southern Pme (SG=0.55) 13/F 1/T steel Creteflex P.T. Southem PNS (SG=0.55) 1' 1J/8' 1/4• steel Ag9re-Gator P.T. Southem Pine (SG=0.55) 1' 13I8' C 1/4'steel Ultmcm - Generate (min. 2.85 ksq 1' 1a4' Ungmuled CMU, (ASTM G90) 2-11T 1-1/4' 1/4' steelcretelez Concrete (min. 3.35 ke1) 1' 1.3/4' 114' steel Ullmann Concrete (min. 2.85 ksq 2-11T 13T4• 0 1/4'steelCreleflex Conerete(min. 3.35 ks1) 2-1W 14YV Urgmeled WU, (ASTM C410) 2-7/2' 1-1/4' iT4'eleel A99re�ator Concrete mdn. 3.275 ks1 1-1), 1 B Guesses G IJ, (ASTM G8O) T I2' 'GLASS TYPES 5. T, B, t1, 13 8 Ex1AYNOBE USED IN T HE HVHZ ABOVE 3B, • MIN. OF 3 THREADS BEYONDTIE METAL SUBSTRATE. VNGROUTED chaPVALOES MAY BE USED FORGROLITED CMU APPLICATIONS. I AKL[ A: ALLY WPntt Arvr,n,n - Mr. Edge Min. Group Anchor Substrate . Distance Embattle .1 E 2.1/2' x .131' Commm Nall P.T. Samhem Fire (SG=.55) &W 2-7/16' 2-1/2"FlIng-shahk Raolrg NO P.T. Soliham Pire(SG-.55) ww 2-711F P.T. Sothem Plna -(SG. 55) 1l2' 13�F #10 Trresheed 5MS Alumimun, 6083-TY dm' 0.050' (e/eel, 1841 S.S. Steel Stud. Or. 331 31W 00451' (18 Ga.) IFSlad, m410 S.S.) •MIN. p3B' I 318' 0.050' P.T. Southern Pire (SG=.55) 911F 1-TF THRE #12 EMS BEYO1 AlYdpum,OW}75• 3F 0.083' (steel. 1841S.S. Steel Stud, 33', &a- 0.050• mum SUBS' m410S.S.) tl, A38• Steel, 3/F 0.050' Framo Glass F.. Frame Types Options Goings Shapes Instillation Options Nat may be used (we Fig S) lase Table 1) (eeC FIB A) (eao FIB C) .... lnts V Wcod F=WBuckeWp-sheet 3, opUm 1 5-18 Equal{tc, ONOUPmdaw 8 College SVuare/Reel.. Arth-TapB Raius-Tap....inb Thmmh the keels dlhexintlow.�. ....Into Go0Cre1WGMU - sheet 3, optim 2 Nrem01%BuckeWPiso CancretWLMU-steels, Cplim3 Mais -shed 3, m0m 4 ....Into 21(Wood FtunWBuckstdp -aheet 3, coon 1 5-18 Equslite, Od covagew 8 CaBapo SquartlRect.•Thlmdl Art. -Top Rufius-Tee....INo Ne tame WBewhkaw..........11vwyl .._Into CorcrefaJGVU-sleet 3, optlm2 O(BocksMp into LmcretdlX1U-shes 3, options Mdtl -cheat 3, op0m 4 I 5-8 Eaual1ta, Oa Gerrodev 8 Cutlepe Squartlftmt., Are1rTmBThrough Redle-TapdlhewiMaw...... Tuough Ne Imd O...... Uu kame....IMe ....NN 2KWood FrareBuckatdp-Sheet 4. settees ..into Meld -ahead 4, aption7 2K Wood FmnaBin,le ip-Sheet 4. optlan8 ...into Mats-atM 4, optim8 5-8 EWd-Ure, Oa cafte2ew B CONspa 3qualelRecl, Amh-TapB Redlln-Tap Through Ne intmrel /n...... o11M winmw...... oft"Mhe tameEl ....into V Wesel FmmWBuckstdp-sheet 4, opton5 ,...Inb Metal - sheet 4, option] ,-„intoUWood FrwefBueMlOp-shes4.nptten6 ....Into Meld-aheel4, aplim B FTI fv EWAL-CITE ORIEL COTTAGE v{BUCKWIOTI(---JBUCK WIDTH- --{BUCK W DWH --- �RECTANGUIM 1 Li RAOIUSTOP 1 m // ARCI4TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED, SHAPES MAY BE USED BY INSCRIBINGTHE SHAPE INABLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. 93 *, No. 58705 '•. * _ 'b •' - i- ME0 I 207/7� LI I N107V0ETNEIMM LMU8UDRNE ID THE 40R10N;'C'N (B01HBDiBm RATE. 0. LYNGiIILLI:R. PE. 1 lI O 1 11 Maunel Min F Min F. Steel Screw 921e1 120ke1 1"Screw mmi 951a1 4105crew, Ohl 110kel Eke An,aGate,le 57 kai BE last Eleo 0. 410 SS Elm ConFlerG 155kd 12TA kill 1771e1 169.7 Let 806}T5 Ahumk.F Mil 221ui A30 Steel 30 Ni 60 wl GL 31 Smd Stud 33 ksi 45last ANCHORS RE -GROUPED. - JR - 06/06/17 •A' = ANNEW.EO 'H' = HEAT STRENGTHENED T=TEMPERED PVB-=AWTROSIFOL®PVB BY KURARAY AMERICA, INC. 'SG'- .ODIS SENTRYGIASG INTERLAYER BYKURARAY AMERICA INC. PRODUCr REVISED ritth _ iIe6wil6Me FlorMv Aomp Coda No Dce B Lim D:x rra4ud ANCHORS/FRAME OPTIONS J ROSOWSKI HUNG WINDOW INSTALLATION-LM 05/15/15 Smlc 2 7PPdnp Na. Rev 500 NTS 2 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGBOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHORED THROUGH FRAME INTO M WOOD 1 FRAME OR BUCKSTRIP. "' 1 SEE NOTE 2. THIS SHEET. - EMBEDMENT FLANGE FRAME n��- FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT FRAMESHOWN .2TX1.25.1 EACH EXTERIOR a INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRMfCMU. EMBEDMENT I� IPo•MAXSHIM EDGE �7r 18 DISTANCE /\ INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INFO CONCREIEICMU. SEENOTE2.7HISSHEET. I EMBEDMENT IN•MAXSHIM 7 EDGE DISTANCE VTYPE VARIES TYP.IWCHOR 1M•MAX TYP.ANCHORTYPE. - 42 WITH SASH TYPE. SHIN EMBEDMEN EDGE / • WEIGHT 54 OIST—CEO TYP. ANCHORTYPE. EMBEDMENT AND EDGE DISTANCEPER 31 I DISTANCE'- DISTANCE PER SUBSTRATE. SUBSTRATE. �: ,-„•,,,_,._-.,. fl EDGE SUSSTFAli' SEE TABLE 2, SHEET SEE TABME TABU LE2.SHEET2 .• �o E%iERIOR BT DISTANCE SHEET2 FIXEDMSIBLE A 2010PT. SASH TOP FLANGE LIGHTWIDTH EOUAL LIFT RAIL FRAME 2 _ LEGIBOX BUCK W OlH I ANCHOR NOTES: SHOWN FRAME FROM EIR�J.SS HORIZONTAL SECTION A -A 5HO1N" FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS USTED ON TABLE 2. OVERWWIDE: SHEET 2. FOLLOW EMBEDMENTAND DADE APPROVED MULLION. FBC COMPUANTALUWNUMSTEELFRAMING OR STEEL STUO. ADD ADDITIONAL EDGEDISTANCEUMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLE 2, SHEET 2. SCREWS ®1838' INSTALLATION OPRON SHOWN MAY j IS dT O BE USED ON ANYSIOEOFTHE 35 FROM END. WINDOWI/VWUL . FOR WINDOWS WGH J BOTTOM LOCIB: 2)MASONRYANCHORSMWBE SHIM tl180R 0R[LUNG12 L J I� SHIMAX. AODADORIONAL USED INIOWODDASPERTABLE2. SEIFORILLWG f I SHIM SCREWS®B-3I8' SHEET2ALL WOOD BUCKB IEGG SMS(0), ME I I FROM END. MAN 1AWTHICKARETO BE TABLE 2. SMET2. CONSIDERED IXINSTALLATIONS. IONALIF WOOD BNSTA ARE OPTIONAL IF UNIT IS INSTALLED YTO SUBSTRATE. WOOD SUCKS E ARE1.12THICK USE EITHER OR GREATER. IX AND ZX SLI LATCH (WHEN USED) HALBEDESIGNED BOTTOM LOCH TO PROPERLY TRANSFER DST O AGE TESTED UNHE STRUCTUE.WOOD BUCK_._ Q Q LEGIBOXLOCAa TISHOWN SASH ENO. RESPONSIBILITY OF E ENGINEER � o HRH FROM ETH OR ARCHECT OF RECORD. L= EXTERIOR 66 (ALSOBLELIGHTWIDTHORHEI HT INSTALLATION f-I INSTALLATION (PLSOEFERREA TOAD FROM IR OPTION4 �/ OPTION 4 PRDLTix'r IUiVI$® i� OPENING) BMEAING, FROM ANCHORED THROUGH ANCHOEDTHROUGH ximmNPBmWUSF BEADING TO BEPDIN0. OmMmR CaOe J� r1M•MA%SHIM ...... _FRAMEINTO METAL FRAMEIN(O METPL Pa�C�mm FbIIF/1/T ' 1 NO ANCHOR$ REQUIRED IN VISIBLE LIGHT FORMULAS - - FLANGEOR • EQUAL -LEG WIDTH . FRAME SILLS ®SASH: BUCK WIDTH-61R' _. —mD U I E: BUCK WIDTH-4W HEIGHT IEQUAL-LITEI VERTICAL SECTION B-B BUCK HEIGHT2-VWIT * NB.5BT05 111— .LER. PF. IM07ECHNOLOGYDRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N. VENICE FL3/2T6 (BSINBateoo R 0 1>�Ro>NT SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 AtinS75500 TTS ' TOF 13 1 'MD SH5500-01 mB INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN IW02X WOOD FRAME Oft BUCK -STRIP. SEE NOTE 2.THIS SHEET, 6ITPP.'W FIXED VISIBLE LIGHT HEIGHT EMBEDMENT BUCK HEIGHT O 85 30 SASH EXTERIOR VISIBU LIGHT HEIyGyH OPT. 86 1-- (2)1- B1� 30 INTERIOR 31 WEEP NOTCHESAT BD BID EACH END. 7 INTEGRAL FRAME SHOWN TYP, ANCHOR TYPE.— f EMBEDMENT AND EDGE / )ISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN IWO U WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. it EMBEDMENT MEDGE DISTANCE TYP.ANCHOR TYPE, E DISTANCEPERSUSTRATE, 1 EMBE 11\V\ SEETBLE2, 72. ' I (SCREWSHOWN) �1/P MAX SHIM 7 EDGE TYRANCHORTYPE, DISTANCE EMBEDMENTRS EDGE J— SEETACE 3,SHEESTRATE, SAILSH E3,SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL J-CHANNEL FRAME 'I FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR ®3.55' FROM END AND AT 1)USE ONLY CENTER SUSSTRATE-APPROPRIATE ,21 FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER3VWIDE: OF SHEET 2. FOLLOW EMBEDMENT ADDADDITIONAL AND EDGE DISTANCE LIMITS ANY SCREWS01641W INSTALLATION OPTION SHOWN MAY 41 47 35 FROM END. BE USED ON ANY SIDE OF THE FORWINDOWS WITH LOCKS: WINDOW. Jjl ADD AD RIONAL 2) WSONRY ANCHORS MAY BE SCREW$ USED OD ASPER TABS 2, FROM ENO. MOMEND. 2.ALL WOODETOBEESS THEET2ALL THAN THICK ARE DER INSTALLATIONS. KS EOPTIONALI 1X WOOD BUCKS 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLYTO LATCH(SHOWN) SUBSTRATE. WOOD BUCKS OR BOTTOM DEPICTED AS 2X ARE 1-0n' THICK LOCK(SHEET3� OR GREATER. I X AND 2X BUCKS TESTED UNIT (WHEN USED) SHALL BE DESIGNED LOCA63 ON:6E'B' TO PROPERLY TRANSFER LOADS FROM SASH END. FROM TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER No ANCHORS OR ARCHITECT OF RECORD. OUIRED IN FRAME 1SIFANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT HR1OUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 114'MAX BEADING TO BEADING. ,-� VISIBLE LIGHT FORMULAS EDGE DIySTANCE WICTN @SASH: BUCK MOTH -6-1Y4' —1 ® FIXED LITE: BUCK WIDTH-4 S- HEIGHT (EQUAL-LITE) ON D-D BUCK HEIGHT2-3.15I16' INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114'MAX SHIM BALANCE TE VARII VITH SABI WEIGHT EXTERIOR FIXEDVISIBLE LIGHT WIDTH INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. /'� 114-MMSHIM --i BUCKWIDTH HORIZONTAL SECTION C-C 1I4' MAX. SHIM (--- EDGEDISTANCE � I TYP. PNCNOR TYPE, INTEGRAL EMBEDMENTR SUBSTRATE. FIN DISTANCE 3.SHEESTRATE, SHAME SEE TABLE 3, SHEET 2. SHOWN (NAIL 6HOWN) #10 OR#2STEEL yI 14'MAX. SELF -DRILLING SHIM SIAS (GS), SEE ❑-- TABLE52&3. SHEET 2. FINANDIOR Q � FLANGE REMMED D NiIELD INTEGRHO � ur FRAM1£SHOWN o INSTALLATION_ Ex_MI�1�OR. INSTALLATION OPTION 7 15 OPTION e ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO METAL 11110, INTEGRALFININTOMETAL (INTEGRAL FINIFLANGE REMOVED) * No. 56705 'Illllllll" A LYNN MILLER. P.E. PE.N 5870 STEELSTUD. 1070TECHNOLOGYDRIVE J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI N. VENICE. FL342T5 Bete: (941N0A1880 16b: camixwtoxm7 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ImI�Ve1DFa•HG 6Mw'SH 30pM: 74 'M'D" No. Rer. TH.M SH-5500 NTS 4 OF 13 MD-SH5500-01 B QERT.OFAlITH.62B298 '!N'NOM. I-- TV NOM. 'NOM. Imo--1-7/B'NOM. Imo- 7R'NOM. 5116" A/A PVB 5/16" A/A PVB 5116' A/A PVB ---- 5/16" A/A PVI3 5/16" HM SG 7/16" AIR SPACE --- 7/16" AIR SPACE 318° AIR SPACE 3/8' AIR SPACE 7/16" AIR SPACE 1/8" A GLASS 1/8° T GLASS 3116" A GLASS -- 3/16" T GLASS 1/8" A GLA55 aEXTERIOREMERIOR aE%TERIOR aEXTERIOR `XT ]EERIOR GLASS TYPE 5. GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9. 1 +{ 718-NOM. Imo-' 71B'NOM. TIB'NOM. Imo- 718'NOM. WNW - 5/16" HM SG 5/18" H/H SG 5/16" WH SG 7H6" A/A SG 7/16" A/A SG 7/16"AIRSPACE 30AIRSPACE 3/8"AIRSPACE 5/16"AIR SPACE------- 5/16"AIRSPACE 1/B" T_ GLASS 3/16" A GLASS 3/16" T GLASS 1/8" A GLASS 1/8" T GLASS G EXTERIOR aEXTERIOR 16 aEMERIOR < E] TERIOR I ED TERIOR ]&]8 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 710'N0M. 7/16" A/A SG I 7/16' A/A SG IWNOM.GLASB 9 pLA$$T1PE$ THROUGH 1/4'AIR SPACE 1/4'AIR SPACE 7&79 BITE TYP. 11WRH•FCHAB USELOR 3/16"A GLASS 3/16'TGLASS G' EXTERIOR `Z 74 0 INTEGRAL FIN FRAMES EXTERIOR �. GIASSTVPESS, i.9, 11.13 87B Can - 31 _., ' S15 MAY NOT BEUSED IN EXTERIOR _ 75 THE HVRZA8OWW. PRODUCI' REVISED GLASS TYPE 15 GLASS TYPE 16 a Ru pl bI / 1luury Aweg�*awNn 9, ,.3 GNY LY/yry �,i, Rrrxnn: is is rion Oule OO ` a1�' UCEN3F'y�C(� un 1 udo Yiadvet o Q' N0,60705 •� #! • GLAZING NOTES: - * ❑ ® Drovn RBN 'A'=ANNEALED -V TYP. GLAZING DETAIL 'H'=HEATSTRENGTHENED =A I : �; 19T9TEcwuoLoorowvE GLAZING DETAILS J ROSOWSKI T=TEMPEREO ;O ST TE OFF •�� N.VENICE, FL34Z75 wVB'=.999'TRMYGL®OB9YKURARAYAMERICA INC. ��F F(OgIDP; t'�� RBe. 05 'SG'=.080'SENTRYGLAS�BV KURARAY AMERICA INC. �� s �, LB01HB0'1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS. SEE TABLE I, SHEET I. '/S,,, IENG \`` �Ixw9r�P m� 3nrlm/MOOm': k^d: SB°°]' D%nnln9'Ift R°r. AL%NMLLERRE "1P101AB1�`B�° SH-5500 NTS 50F13 MD-SH5500-01 R PiAmn8 CERT.OFAUTRYZBZ9B JAMB TABLE4: OYSTyp. Deelta P2e0U2�me:R] e.F }e• N-SDA WNWwi W FPPlamro.e amn.6I CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WWOOWS 2) FRAME DIMENSIONS PRE BUCK SASH b 3) FOR SIZES NOT SHOWN, ROUND UP TO ON THE TABLE OR INTEGRAL FIN. aumryy a WIN I.mI Po gamnsen D..ryvlonex PPS Pry DmF4.� Ileq''la''an emn�lPfim M. 5^I pAl�Pmavn.I4e2] lP,m.P a bm I,bn S2Ns ad I EpWtl. tI1M .fl5.0 RO I•mDI -in0 sl m.anmy. ero wao .Ro .mo mb m EPNIb 1I.W-I 1.m1.1516 H4 .)PO .mD an0 6NtlaGfMMx 11.m11 mr MSO .m0 M5D aa0 tYbal mel]-E]m MSO .m0 .mn av0 snweu� moa.msla wab ma wta mo mm EaN1r nsR.mav .es s .mn aas ere.av,w� usl].vsm wsD .ms was a shNw 11.m.usle WO .mo •ma m0 TYaI v.sm.sasll wsa -mo wsn mo o.mmsn. man.Rm waD ms w1D mb sYmnm+ya asv.me+fi wsn ms .mD ms EPNIea msn.as+e wsD a .ma mo BUNNFVY. 1rd1].able .a40 -m0 •mD mo wmmw. ssn.nslb wu .m0 •mo mo v.m.lum •m0 m0 •m.0 a00 1Y1m1 m.w.aov .eso -mb .ma mo sumnwl4 menalsm wss .ma .mo aas EnNW abn.msle •8S0 -mo •m.0 .m0 b auWnPolr' n.sn.mslb .bSO .mo .mo a0.o mmm W. luv.nele wab .Ao w5D mo o.mesn. aen.ume .ua .mo .mo .mo g wa0 .m0 WD m0 P� Il L tes.l um.Rbm me.vss wsa .mo .uo .mo 3 sYwaune. msl].mmr .eso .Ro .mD .mo Ea=uN. asv.metl .mo .mo •me mo d,� msR.asm .eao .mo m em swba swr nsn.mse wao .)no �u .Aa Nunb[• Ile1i-1)db •8S0 -RO WO m0 O.m�W. flmi-1L•® wS0 -AO •m0 m0 e� w10 XM?&ldb metr. d4 wSn mm0 •eI0 m0 6mtlNplp I NSO -no •ma EpYOY wmoodlb m511.m311 .NO -no K40 o. m0 sTbJ14W am-mdle •ex0 -mo wta .m0 Y..sns mev.amb ww .me .mD .mo a.Ymsn. Rs+r.asle •eso .mo .m .mo ONemsn. 1un... •Al0 .R0 Mo m1 olm:sna nbn.usle wab .Ro .mD ou sYWa v.ml. nola was .mo .mD ma mn men.m.w wao -mo .mo ane fLlsn84 m.sfl-i9.b16 wS0 .AO WO lnn EyWb mbil.mblb w5.0 -RO •m.0 -RO a OeVnBW Lsll•mbN w10 -RO WO a00 smenww amt.ssle wso .no .mn m [y4nan. mml.afim w1 m0 w1.0 d)a elelai aele.aam wv .mb .mo ms sRNrr mn].nbu .mo .no .mo .mo al O.bp B¢. II511.26tl wS0 -A0 .ma 9).S 92•W PnY� 9I16.9dtl 0 .AO •DSO m5 01.A Taal m5N . Mt0 -AO •m0 mS "MIN. SAS DYmirP. Den4lnPmw2�melDr 41ee +6501-TDD WINnI RO FPNNNa/PNemn.Gf ANCIPRG GROUP YUAN ANCHOR GROUP AND QUANTITY. R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5. 6.7 & 8 _ (REINFORCEMENTS SHOWN IN FIGURES ABOVE _ PPPLY TO ALL FRAME TYPES S OONFIGURmnoms) rv4000CT REVISIl, �rsndrna;am Dm Ebi4o GiWOiiy(b,{e r+Cf[TIs2 Na� 5 E Sy �' Mssml atle Plodlcl Nu 5SI05 u *- _ %A'•. �':'t�; m tmO TEDFwaLDar oRrvE O •. ST 1E � T Ttr: e�Fs'•.!kOR10P:-G�`� N.VENICE, FLSeZT6 (S/t}18o-iE00 �''.S�ONALs�?.``s mPrgalrtomn ImFdRIPFAK AL ocuwenc2 P.E. Au)mnSArtRAsta CERT.OFAlII1lf�M PRESSURETABLES J ROSOWSKI HUNG WINDOW INSTALLATION -LM 05/15/15 500 NTS 6 OF 13 1 M0.SH5500-01 B' SUE 7. ]/P 4+e 41t itLL lavl ] Btlbn6m uYTwEiP^ PgDW» IYOb9bn s Qo N ]bPOV OOI6a Prtema.0•la+ .110.0 -11.0 .na0 .11n0 .+Ro ama nmo am0 mo .+410 nbAc . %uilP• n 7 Yno 2, ] Bmpm9m Can[embPr IOU®WSLL HQPIQ••-O em1YM Ibi61 [MbPPMtYlt0tm5 WXO>OYt WYaM BSYMIew 18 ax m .0 Y e11A !+ ipb10 Y mtx! 11 al5 FnuN• 113Pa •la0 -110p •lO.OlamUO •m0 -nn0 •m0 -1W0 •10.0 -nP0 •1a0.\1n0 -"I mao •RO .na.0 m] PO ol! LM•0• IA511.1f %D •10.0 -I. -RO AIAO •la. mno •RO ,lax •AO -+ma •m0 -If00 Ma mao -1 . -nao R bNlvJfanp la!\I-I6BA •m0 �IIa.O •R.0 nIPO lion .110D •m0 E.uNa 11B].Y 10 11.IP.1136a .AA -1100 I..IIAO •RO -1100 Nap IIIQ •la0 •1.1 M. -111. •m.0 map -11D -\IO.p •m.0 ... AAO A10.0 •m.0 Ma A10.0 -III. • a. .IAO 110.0 -110,0 ?ao 1. -nao - . EWlib I1. 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Mt ma ama . mo •mo awm•sm Rnl-11 n••ex N0.0 mno N0..nao •m0 1100 .11. mao •mo I...m0 moo .me -nno a0.o -Ilan pupn BY. Asv.zrsR •mA nm0 .m0 .n0.o •RO -Hn0 -m0 my . 9%YN w msn.msR . e. 410...100 No.o .uo.0 1 0 7100 .7a0 mno MO .1md •RO .n0o .me nmo •lA0 -noo 90.•bOWu ]]51].R%0 •R0 A mo . Aa ] nmo •mt .nao .m0.1 A0 EWM• m n.nme 5 Nv.o .np.o Mo .nno nao -np.o .71). mao n+n0 •mo .110 p N0.0 -If0.a N00 -II00 Po EIl-m6f0 •m0 alad •A. p .11 0 • 0 0. m .1100 •RO -110D ¢..w. n.5n-m.519 •ma n10A •mo .na0 Nno .1100 .RO -IIaO BlunxOPlOfea 1].51]-]OSte •AO -11a0 N00 -m0 Xn0 .X00 . -m0 a.."a. Ito .ma .++AO •m0 -110 Lu0mm3m tA61]-nSte .R.O -11a0 N0.0 -IIOO V00 -1100 N00 -1+P0 N6a .I1n0 •m0 "..1N00 -110.0 •>Pp -IInO WYn6Y• 1A%l�RSn .Ap n10A •rao .IIaD .m0 .1+0.0 •AO n1a0 6luonl 11.9) -luf0 3+.'Yl-m%1 •RO n10.0 •i00 -f10.0 •10.0 •me -1m0 ale nmo 1. .1lot -nna Nao 411. Nno mao •>AO "at -IIAO .n00 •m0 'Ra -nno aa0 0 .mo •0I1.0 a]0 •m0 •]av -m0 mo am n. n .Y%e .mo -11aa MO .11n0 nno 101.0 M. nmo Y S -� Y® ; 11a1 Y YB4 r•ai alm.AOu •RD -uao •md ma •m0 mo Ma mD 9wY0LY•fl Rsir-mW -o •m0 -nno •mA -nap •mo -nao •ma -naD •in0 .vn0 •me nmo -ma -nnl M. .na] slwafOlp m%nnem .AO aAD •m0 .nn0 •m0 amo •RD -uno ENfY• msl-sa5n •ma amo •m0 -noa .110 nmo waa .une •]no au0 .me nln0 •1P0 .tm• MO mat EmfB• mSlnmsle go! aa0 Ma nmo •m0 .11. •A0 41.1 YYY•YGPIYw n.nl-PaB+e ... amo n0,0 -++ap •mo -+mp naa .nno Ma amo .m.0 .n00 •ma -noo -7..1mo 6WLOP,oIw n.¢n-msm •mo nwd •R.0 .n0.0 .mo .a.ao .m0 amo WYnmeM n loon-n la • p Nnp mno •mo -+mp 70. m00 -7. m04 •NO mao mao .10.0 .uao N0o -110.0 •7ae •mD .v..G -11n0 •ra. No0 Irmo .XPa .m.0 MO. -na0 aa0 170.0 ntpo -1100 Oebmpb 145f1 1 ! .AA n10A .A.O .11 na .]aD .uao .mo .uao Oftoom puWn N[e f2eti.11310 •AA .110A IRO M. 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MQ •lap •mo Nno Nno M. •m0 •Rp M. NOo M. • 0 .RO at 'MO .R0 -nna alp -nao ae.0 NOo .Ao mo.. ma nmo 6inlm ldl +Lw.rz9e v7m-m.6n .ma nAA •Ad -+mo .ro.o -noo ao.p .AO m0 .mo -Imo A]0 .RD •m0 IM. amo mo sYMaCfe04 xs+nm]W •mo n+ao •mA .uao .mo nmo .Ao .Imo EwaH• .1lne III -1mo -11aa Ila0 nao -na0 -ml. -MO IDn.O 'Mo -m3 .ma •mo .m0 •m0 Nno n . N00 • Do in0 Naa 10.• "'go -m0 mm .nao maa -na0 "at •T3] ..I Ingo Ito Ioa. -n00 "oo FyYY• Pssn-msla •mD .Hao .mo .nm •mo nm0 MO .noo Wamfba mAnmSle .mQ -um .Ao mao M. alat .mo I.. WoneL 9N9n P. ¢WmlYef� nsn.msm .A➢ -lwD •Ro amo .ma .uao •RO nao CufuO¢• Clnen6L C�u6u Ia511-II.SIa .m0 -I D •AD -11n0 .m0 n1n0 •RO -11a0 Whm6u• +z6n-Y.ele •R➢ -n0D •RO -1100 •RO .Ifna .AO -nao 6pw0Y yvlY{ II.9r.4¢le •md a10.0 +m0 -na0 M. a10.0 •RO -IIPO TNm n'nIxOCN•Y ]0.%I-tt0Y ]Loll. mete x].n]-albl• .,.1e men'm51e pP TN l m5+].aI M• •AA n100 •AO .11.1 .10 41oo MI 4.Q SYM•a QM1p ]I.51i.meto .Ad -110D .A0 .I+00 •m0 a1Q0 .RO .IIaO EptlO. ffi51].if e1B .AA n1pD noa I,. nao .1110 M. 41. PWBIo• WtlmnsN 91u.a Pe4� .AD n •A. n OelveSfl RSll.msl0 .AO -110d •A.0 .11Q0 •RO .I1a0 .RO ma0 OYomau• %elmaY• 17W.Oalle n.5n.1131e n-m6Y • -I tOd •ma nlo0 .AO .nno •AO -11pp OYanSta 14e1].P ste •Aa n10D .Ad n10p nA0 -11a0 •Aa .ImO Gtlma6N 11%1-tool! nQQ ."at •RO nm0 MI .M1 It. -ID6] MO 47.1 •RO au • oo ac. •la0 -0U yWn61v 1]%]-LLSfe • -f 10D •AO -11 n0 NQO .tlna .AO aA0 91vYY a-1]%. la N0.0 at M. .11np Vnp m.1 Ine Y].0 R. Y3] Nn0 al •]a. ... Nao m.0 Ntll•4 116•-19.%e -AA -110.0 -AA •1f00 .RO .1100 •AO n160 is I.Q. 105+1-a1vY •I00-IIAD MA -110.0 MO 11*0 Ma "'a' n00 -1100 MO "'Ia •70.0 .NIA •-a mo ry go. ffin]-a1.Na M. -1100 •AD.+I a. -m0.IRO .100 .11n0 cutm3Q• All7m one M. am ,QQ •Im0 n.I -1A0 noa -"I. n0.0 -+10.0 -T0.. n10.a .le.o m1.1 .m0 Yaa ... A611-A%e .R.O III. MO .I1-0 --a _L D •RO .11n0 EOUBN• m517-33316 .]O.D 410o 1700 n1o.o N00 -110.0 n0.0 -11a0 •100 me.. -It. "Do •m.0 -tl6a .RO 'me goI goo".138+e •m0 -IRO •1a.0 .Iwo .0 .11a0 -fl-. .RO .1110 Cu90n9Q. ®]MW PNw OtlmBQ• me1T-33dte m517-]251e 017-m513 NOA -n00 •R.a ma0 Nae N0.0 1".Mo.IIaO .7. -7QO "It. •mI -".I •m0 71110 Ill..RO nm.a -1n0 -11P0 'I" -m0 aR1 -I-- M..1+a0 •A.a n100 m. Nao n00 Mo ,,at -CIB a0a a00 •m.a •AO -Cal -W LO ma .m0 •me na. a52 a01 aU OeNn6L 571-7 10 •A➢ -I100 .mD .11n0 •m0 •RO I+na 6m.YOReb� melt-msC .AO .Ina •A.0 .Ilna •]na .1lna •AO .ICO Nbefue 5517.m.lm •AO -1+0.0 •RO -11 a0 nn0 .IIOO •Ao nC0 &u.btl ]SSIe-m]le •Ra -110.0 nnp -I1n0 an. -Coo •inp a0.1 -RO iaa -m.o all •m0 ma •A1 axI m51B-m6C .AD -110.0 •AA -1lot NBD .11P0 .RO IRO u sWiY• msn-auY •1no .nm an. Q. Imo 7n..0 .m. -uno Nno . n..a I.L. �C.O N..o ml •Rp aLI M EpYY ePsn.a1W •Ro a1a..Ao .1mo • ID .nao M. am. Od.Nso-. Sa•n-9b+e •]00 -1ma M. -no.. •mo np7a •m.o -02a •m.o aa. -7. ma np.o a6a •me al.e o.vn44• ss5nsmn .mo -Ima .m0 .uao .rno - •rao .nna 01•Y oPm1d neu-msv nna .nna Mo 110.0 wa0 .mze •]ao ono •R. a3a naa ml 61NNflMrw m•+e.] --C .mD .non n0.o IIPO .m0 mao .mo a1n0 BI A TYm •• n.eu nao Mot aoo n+AO •m.0 logo ale W.o nao 4. •10.1 ae.l .m.p ono •mp mo ea]a l+W •• - Y.eY •mA m.D .]O.o .uno nap .nao .Ro mno SEE TABLE 11, SHttl 1. rmR RvcnuX Ynuul w.u`,I .......--.•__..-1---- --- - --- ••MIN SASH HEIGHT= WINCOW BUCK HEIGHT. W.135 -MIN. SASH HEIOH -WINDOW SU NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTA D THROUGH THE FRAME. 2) FRAME DIMENSIONS APE RUCK. SASH HEIGH7IS AS PER THE FIGURE. 3) FOR SRES NOT SHOWN. ROUND UP TO THE NE%T AVNLABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE JAMB SECTION DETAIL FOR, WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REWFORCEMENTSSHOWN IN FIGURES ABOVE"PLY TO ALL CONFIGURATIONS) TYPES B THROUGH 1GtlSSS 18 MAY NOT BE USED WITH JCHANNEL OR INTEGRAL PRODUCT REVISED • FIN FRAMES m.om 1QfI IDp FIaHa n ,I & IHdINga Cw1e .MwimWd • Cj .� _ E*Ta^rabo Dam I �z BY .i:'QQi .Pradua C]YRN I DESIGN PRESSURE TABLES I J ROSOWSKI I ISINGLE HUNG WINDOW INSTALLATION -LM 105//5115 1 NTS 1 7 OF 13 1 MDSH6500-01 I B N!`MM1P f-PI111F 11 T PI F 1P <MFFT P IAEV PF IIC FII m��000000000000000u000000000000000000000000©00000000000000©00©0000 ona000000no©0000n000n0000000n©o©00000000000©000000000000000no �o ��on00000nno©000nonnnnoonoon000000000n0000nn0000noonnonnonn n©onon m�nnn©000000©©©000000nn000000nnnnnnnn000©000©non©0000©©0000nnonnn mnn000000©nnoonoonnonon000noonno©n0000000nn0000noonnonnonno©000© m�0000000000000n0000000 0000000nn000000000000n0000n00000000000000 ��nnonnoonnonnn000nnnnnon0000nnnnn©000©©000©0000noonnnonnnnn©000© ��000000nnon0000nnnn000000nnonnn00000n000n00000000nnonnnnn0000000 ��00000000000000000n©©©©oo©oo©©©000©©©000©©©000000©000000©000©000 ��u00000000©®0000000©0000000000©00000000©©n000000000000©000000©oo© ��©©onnonnnnonnnnn00000nnonno©©non©©nn©©©000000©nonnnnnnonno©000© 0000n0000000000000nn000000n000000000noonnn000n0000n©0000©0000000 ��000n000nnonnnn00000©©©©000000nnn0000©©oonnnoonn00000000nnnnnn©© ��000000000000000©©000000000000000000n000000000©©000nonnnnn000000 �nnonnoon©on000©000©©©©no©oo©000000©noon©nn©000®0000noo©©non©©©© ��onon00000nnnoonoo©©©©000©©on0000000000nnnn0000000000nn©®nn©©o no ��n000nno©©®©00000000©©onoon0000n©no©on000©00000nnn©000000©0000©© o��o©0000000©000©00000©©0000n00000000000©0000000000000000nnnoon000 N_ 0000©00000n©©no©©o©©©o©oo©oo©000©0000©oo©©o©n©no©©©o©oo©©©©oo©o ono©000000000000©©000000n000000000©©on©n0000000000©nn©000©©0000 orrr.rTm�000noon©©00000©©©0000©©0000000©o©000©oo©©©©©o©©0000000000000©0© n0000000 noun ©000000©©000000nnn00000©non©©©©000©000000©©©©nn©000 nnoonoonnnnnnoonnnnnn000noonn000000nnnnnnnn000000nnnnnnnnn00000 �o�000n0000000n0000000nn0000000nnnon0000000000000000000000000noono ��ononnoonnnnn000nnnn00000000000000000nnnnn00000000nnnnonnn000000 ���n000nonn000nnnnnoonnnnnoononnnnnnnn©0000nnnnonnonn00000nnnnnnnn ��n000000n0000000n00000000©000000nnoonn00000000nnonnon00000000000 -��nnonnoonnnnn000nnnnnnnoonnonnnnn0000nnnnnnnnon000nnnnnnnnnnnnoo s �n00000nn0000non00000000000n000nnnnn0000000000n000000000nn000nn a�nnonnoonnnnonnoonnnnnnoonnonnnnnmin oonnnnn0000nnonnnnnnnoonnnono m�noonn0000nnnn0000nnnnnnonoonnnnn000000nnnnnnon000000nnnnnnonun" ��noonn000©0000 o0000000000noononnonnonnonn00000noononnnnnonnonon �0ouonnun Bunn0000©000000©©0©©©nn©o©fl©©©n©©©nn©OD©©0©©©n©©©nnnno �000000000nnnnnn0000nnnnnonnnnnon000nnnnnnnnn00000nnnnnnnnnnnnon non0000000-s00000nnon000000n00000nnnn0000000000n©000000000000nnn0 lllllm�n000n000nonnonn000aonon00000nnonnon000nnnnon0000annoonnnnon0000 0000non0000nnnnnnnonnnnonoonnnnnnnnonnnnnnnn000000nnnnnnnnnoonn 000000000®000000000000000000000000000000000000©0000000000000000 �00000nnoonounnonnnonn000n000nn00000nonnnnn0000000nnonnon©000000 a��n000000noon000000n0000000n000000000n0000000000000n000000000n000 ��00000000©00000000©000000©00000000©000000000000000000000000n0000 ��000000nnononnonnonnonnoonoonnnnonnonnonnnnnnon0000nnonnonnn0000 ���000non0000n0000000n000000n0000000000000000000000n000000nnon©000 as��onon000n©noonnnnonononoonoonnnnonnnonnonnonnonn000nnnnnnnn00000 �nnonoonnnnn000nnnnn000nonn0000nnonn0000000nnonnnn00000nnonnnnoo ��onoononnoonnon00000nnnn00000nn00000nonnnnnn000000nnonn0000nnonn _�_on0000nn000nonn00000nonnonoonnnnnonoonnnnnnn000000nnnnonoononoo �o o©on000©©0000©000000©0000nn0000nvon©000000©00000000©0000nn000n non000n0000000nnnnn0000000n m�l�000000n0000noon000non000n000nnon0000 SEE TABLE 4. ME I broKVEeIUNrHEssUKC5rv' — "MIN, SAGH HEIGHT= WINDOW BUCK HEIGHT-50.136 NOTES: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED ......... 3) USE THE ABOVE -M".. ANCHOR O.C. SPACING.........' T/ 3) FRAME DIMENSIONS ARE BUCK. TAR'= MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NE AVAII ANCHORS INSTALLED THROUGH THE FRAME. :HORS INSTALLED THROUGH THE INTEGRAL FIN. OR HEIGHT DIMENSION SHOWN ON THE TABLE. Pr B 4wpE .eovr 911hNRIPo'heh4tlon L * ; N0. 68705 *' LJ ANCHOR QUANTITY TABLE J ROSOWSKI " SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 coprmurtean ST MYBINFAx Sv:lmSH-• Ode Sllr,: 'MD Na. 'B SH-5500 NTS 8 OF 13 MD-SH5500-Ot B "amwiMn"a "Moo"mo"ono""a""naoM""amoun ""m""o""o"v"""o"""won""m"�onnvo"MvMoo""ono""oon0000no"o"nvoo""" Mnmmnmu"awi""n"nna"n""n"mwiwimo"win"ann"a""""wim"au"mM"ua""n""mn"u"M "a0"mm�nn"anUna"annwin"uonuo"Bonn"on"""""anwino"MO""wiwinnawiwin"noun a"m""anOnMa"nun"nun""amannaMono""s000nn"""""mnnn"""n""""na""Mon n"oM""M"o"n"M"n"""""ono"""nv""n"o""""o"n"o"wim"""nn"o"nn ""Bono""MunnMnM"""""n"""""mn""onoa"""""""""M"""m "non"mn"aaonMnHannan"none"mawi"onoMnon"nMaa ""nn"mn"M"""M""M"""nnmana"onnoo"na""a""""n"DOD"m"""n""M" ""on"oo""""""""n"on""o"o""on" Munn aanaa"auu"awiav"avau""uuMv"MUM"wiuMn "MnMnona""noManuna Damon""" muumuu" onoo"oo" oum"uoo"M n"anMnMna"m""mM" am no"amoo"no"" onmomm MIN" u"nMMOnMMnowinn"nanvnu"a""Bunoa Dun nun M"M"""""a" anounwiUnowivom"u" "nn 0�B0�a00 "nnn"""amon"a"""""M"""n"M"""o"MM"" wioo""aowi"o"""MoovMo"n"Mo""MooMnun""Munn""unman ono" " "oo""on"o"On""mmn"mwi"vo"no"""vo"m""" Ell "o ManaanMonn""nn"ManavonaoMnmaa"nn"""nnn"an" Damon "n""D" mOmn"winawinB an""o"o "n"mowi"o"noa"130aanano""wia""m"win"" a m"""winon 0Ngo0 " nonon"nowino"o""Munnoo"an""n"n©M"""" nun n "Moo"Moo"o"oonoo""o""monoMoo"" ""wince"aaa"M"mM"gun"""wiu"muwiwi""" onnno"nvo"""o""o""""nnnv"""n"win win """"Ma"M" o awiunnuaaowiwivanwi wl "n"Bnvnoo"m"mM"oounonoun"Mn 1oMMOMnM"nM"v"mn"o"nmoM" ""o""" ""MD"own"""""hn""u"wi"" nun M"amM "an"amo"nM unaMMnnoawiM""m"M" ono"onno"aonan "aa "on"mmm"owi"oa"Mwi"owi"o"winoo"noM"anann"awi000Mwi"" an ON ON n"o"nn"mn"n � ". m0�v�aama �M"oonoo"""Moo""on"o""o"mo"MOM"o"nnMoo""owi"o"onnoo""on"o"noM"nnn o�mM"m"oM"Dom"""onavo""owimm"o"M"o"wionoo"voowimMom"ooano"mon"oMoo � mo mown"mono"on"nooM"o"n""n"n"noowi""Don"no""""o""moo"o"n"n""omnvn"non, �E�Amwionoon"nonl3 s � no�� �"wioowimo"win"onuno131A �i�M""Mmomoo"""ammmoo"M"""a"""O""mnnm"nam"oo �nM"a"mn"aa"wiu""win"uu"nwionwioa"""nnn"wian"a"win""aumn"wiu""wiwiuM""uuu c�unno"noannn""noon""n""nnmo"mavovn""""a"an""MnmvvOn""awi"Mawi"""v"" �M"mn"oa""a""aanvu"noun"mnnmaunnuuaau no"noaoo"""v"Doom""o""oMooMoMEN13 m"Mmwinman""n""""""wi"n""nowiao"nun""an""mn"""ono"nounn"m"nMonnn E �noomuoowiwia"""""win"wiu"awima"aanwiH C3L3'¢ paa"" �"Monooaannoonnnn"n"wimMo"Mwiono" "oo"13 aHUBVIE!"113 """"000" non "" nowiomMunn"nn""mn wi" BUM "a""nvBanMonman"m"uwiwianwiaa noun" No "n"" wi"no nun mn""n"nmMooMom"n"onvo""on"""nMomuanm""" nm n0nnwivn"""wiM"m"aoMa"a""a"nO"M"""n""M" aam"oMno"oMunnUnaon"wiM ""m"moo"onwio""" m M M nE"1m nano ""nua" "uo"" n13 "au"anwi " DioDion n noun" on"anoaan nun av"ua no ""noun" muumuu "zen""Mn m""nnnn n non onnomMmn oM""" o"""Mn""""on" ON " " aMwianmou""n" on " "n nnawima"Mwimaaooa m"onMan " T 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE " MIN. SASH HEIGHT c WINDOW BUCK HEIGHT - 50.135 NOTES: 1) USE THE ASOVE-ANCHOR QUANTITIES REQUIRED .......... ' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE 'MAX ANCHOR O.C. SPACING ......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. 'MR'. MEETING RAIL. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETASLE, 5) REFER TO TABLES 2 3 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. ?��..• t10ENSp'.(�(0 No. 58I05 '% N.VENICE, 11L3321,6 WLAnmwo ByCbp bf �qpl 'blepnliH'INbYlbn MCDUCTREVIS&O dyi%-Ab kkikh BuilGbg COJe AettPWalJo r�t� ppGG E:'MnHM�DnW u u. b. �'M ffi/./CG/@yam/'P ANCHOR QUANTITY TABLE I J ROSOWSKI S NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 1 9 OF 13 ®mm®mom® o o BOUND anonaonaooaonaoonoaoonnnnaonnoaaoonoaan000aa0000aa0000anonn ooaaoaa000a000aaaDananooano 0000© aaoaaooaoaaooa000aa000aooaooa000000aaonaaaannoaaaaaaaan0 aooaonnooaoononon0000aon000n000a mmm®mom oo°oon°ei�gi3©nnol©oonooRi000000©000©oo n a0000aooaaoaaoaooao aaaoa000a nn0000n000nnn000©oon0000n©o aaannaaaaannaaaaaaaaa ®m®�m�m ooa000 ooa00000aa0000ao oaooaaaaoaoaa m��aaooaaooaoaaoaaooaoaauaooaaoaaoaaoaaoaooaaoaooaaouooaaoaao©aonn ®® �o�oa000a0000a000aooaoa000000aaa000aanooaaoaa0000naaonnaa00000aooE m mc+>oo0000000000n0000nn000nonn000n0000000nnn000nnnnoonnn0000nnn0000 0�0000nnoB000000n00000aoa000000nooaooaoon000aa000noonn000aaoonoaa �rmnooaaaoaoaanaannooaoaoaoaoaooanooanonoaaaoaaonnnoaoaonnaaaaa000 m�ooa000aoaoaanooaanaaaanooaaaooanaooaaoaaoaaa0000aan000aaaooaaaa a s� ��000aooaa0000an0000aoaaaooaaaooaoaaoaaaa000aa000aaooaaoaaaooaaoa ®�00000000aoa000a0000000a00000aVE m o. 0_oa000aooa00000noonooaoonooa®Puuna0000nnnonnn©oonanonnnoova o�anoaaaaaaoaaooaaaoaaaanoaanooaaaaaaaaooaaoaaoaanonaaaaaaaoaooaa m�aaooaaoaaaaaaaaaoaaooaaoanaoaannaoaaoaooaaoa000aaaannaaanoaaaaa m�onoaaaoDamon v�aaoaaoaaoaaaoaaaaaooaoaoaaooaaaaaoaaoaoaoaaaoaaaaaa000aaaaaoaaa ® n 0 s�oaooanonaoaaoaaonooanoaooaaoaooanooaaaooaoaaaoaaoaaoaaonnoanooa c��raoa000aoaaoaaoaaoaaoaa0000anaan0000aooaaoaooa000aoaaoaaoaaoaaoaa �c> s ®�00000aooaooaooanoaaoannoannoonooaoa000a0000aoaaaaanoaaaoaooaaoo tsaUoaoaaaaaaa0000aooaooaaaoaaaoonoon000000000aooaaaaoaaoaooaaonooa ov�oaooaaaaaoaaoaaoaaoaannaoa000000aaooaooan000aaoaaaaaoaaoaaoaaoaa �oaooaa000noa000noun �aaounmanoanoaoonoaaaaaaonanooanoomanaoaaaa000nnn000aoaoaannn000 �oaooaaaaaaaaoaaoaaoaaoaoaaaaaooaaoaooaooaoaaooaaaaooaaaaaaaaaao o�aaonnnaaaaaaooaoaaoaaonoaanoaaooaoaa000unooaoononooaaaaaaaoaoaa �00000nooaaoaaaanoanoaa0000aa000aoaooaoaaoaaooaaaaoaaoaooaaooaoa, �oa �aaoaonooaoonoaaooaooaonoaoaoon000nnaooaoanaooaonoonnoaaoanooaon �oa0000a0000aooaoa000aoaaoonooa0000000000000a0000aaaoaaonnoon000 �oaooaooaa00000000an0000000aoa00000aa000aaoa000000aa000naa000aao annul naooa000aon000anoaaaaoaooaooaaoaoaa000annnaooa000aonnoaaoanonn nnoonnoo on0000aaoaa000annaooan000aoanoaa000aonn000aooaannn0000aa00000a naooaaaaaannaaanaaaan a0000a000aa0000anoaa00000aaooaa0000aaooaa0000aaa000aaaaaooaanoo oa0000annaonnooaonaoaaaooaanoaaaaooaa0000an000aannnaaaaaaoaaaaa aa000aaaooaaaoaoaaaaaaaoaaaooaaooaoaa000aa0000aa0000anaoaaaa000 0000n000��oo©0000000000000000n0000n gi'og�uoo©©nonnnnoonoonon nnn000 n000nnaoanoononaaononannnoaaoaaaoaoaa000aaaooaon000aonnoaaonnooi 00000aaaaooanoa0000aaoonaonnaaaooaaan�oaoona000noaana000aaonnun, a0000anaaon000aaoaaooaaaaoaaaaaoaooaaoo'Aananonoaaa000aaaaaaaaoa 00000aaaaooanooaonooa000aaanaaa000UULl",aoonaoaonnnaaanaaaaonooa aaooa0000a000aaooaoaooaooaaoaaoaaoaaaaaoa00000aaoaaoaaoaa0000aa 000anaao13Danoaaoaaoaa0000anaaaa000aooaaoaoaoaoaoonnU1301 00000aoaooaooaaooaoaaoa000aooaoaaaoa0000000000aaooaoaaoaaonnoaa u000000000%n000000©0000©onnn°dPonon�a°onnnnoonon©non anooaaoaaan000aaaooaaaoaon0000aaoaanonaaaaoaoaoaaaal oa000a00000000aaaaaoaaaaoomaaoaaaaaooaooaa naaaa"oaanaananaaaaaa on oaoaoona0000nnoaaonnooa nRUDERi" ooaoni SEE TABLES T A 0. SHEET T FOR OESION PRESSURES YMEN USInV 1nla invLc ••MM.BASH HEIGHT-WINDOWBUCK HEIGHT. W.133 If NOTES: 1) FRAME DIMENSIONS ARE BUCK 'MR' a MEETMG RAIL 2) FOR SUES NOT SHOWN. ROUND UP TOTHE NEKTAVAILABLE WIDTH OR HEIORT DIMENSION SHOWN ONTHE TABLE. 3) REFER TO TABLES 2. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. * No.58T05 A LYNN MILLER, PE. QUANTITY TABLE 'OLASSTYPESBTHRl 10 MAY NOT BE USED WITH JLHANNEL OR INTEORAi. FIN FRAMES PROIUCTREVISFO UwmidTurO witlittrFbesL uil]ma Code G.vlww Dn< tics SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 10 OF 13 3.50a 3.500' 3.5M- _- 3.500' .082' �� .Ofd" IAMF 1.403' IAM 1.403' .0]0- ....��— - 00, 1.189' (�0 .71s .efa wD• / ....� 1�.t6a '25• LCHANNEL FRAME 'U5• FLANGE FRAME OHIEA"A 9 `�HEAOJAMBF E 23 LIGHT eASH �/ 6 HD SASH 1.3]5" �HEADJAMB T HEAO/JAM 1'3'�'• 3 �� REINFORCEMENT 05REINFORCEMEM 1 i 3.GB3• —� Oi0' 'iF 1.182' I+ 3.483' —�I 3A133' —+{ � 11 III � 0]0' �......_. _71��1.-033a 1.0141' .13a .00YIIIII���---IIIIII ILLII'JJ Hull UIIII STANDARD 2A44" h` 1.34a 2.444' z.444•^\__II^\ 11�II 2dd4• STANDARD REINFORCEMENT EM 2i REINFORCEMENT L REINFORCEMEM J4:HANNEL .02s O nFLANGE 1.3]5" O1 FIN FRAME EQUAL��FRAMESIG LL 1.3]I5' OFRAME 6ILL r `I FRAME SILL L 085'� O T2 0 0fi5'� 1.841• 1.215' III, 2.100' -+{ - 1Ai2' 1565' 13]5' 1 .50a �. A]t' i .IN' 34T _ 355' ASa .070 1231' I�-- 1'0� I— 035 BALANCE SASH STOP LIFT RAIL a LIFT RAIL BEVELED �/.^, BEVELED 14 MEETINGRAIL 16 SASH RAIL �] COVER 19 SCREWCOVER 19 INTERLOCK 20 INTERLOCKCOVER 2�INTERLOCK (� INTERLOCKCOVER PRODOCTREVISFP . aimFIaiN 0n FlOrtaa Bwlamecm 111N a 11 uqi n� yNna No I7• D��QQ Qg 1 �0 . GE..., ,� ',., amwA: r'rwrco o-ueA 3�.2010 .ITS- .316' -t1 .300' : e1Si"dCENSF':�CIP NILa.i tdvd I�1L .]64• .>3a No. Bq'I05 .035' d .026 -���-T 9 .. / ---L� w 0 ..IAwe Oravn B.. IAMIIG EXTRUDE ROLLED -p V1 I',�ffO�2�F 1Bro TEcxxoL.00v BRFJE WINDOWEXTRUSIONS J IDSOWSKI G/„� /� ..�� '�T ATE F K(]'. N.VENICE,FL34z75 BEAOINO OSCREENFRAME SCREEN FRAME �s': /ORIOP. •'G\�: (�1M�,1� iW: O°N' OVAL EN1,.BIRN,azo1, SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 /11111111f 11 PRl FOWIWE&we. Serim/Yodet 3wb: SAeeG Omvilp Nw Rer: A. LYNN MILLER P.E. AUAHwT6REamreO SH-550D NTS 11 OF 13 MD-SH5500-01 R PEas3i05 CERT•OFAUR1.0291SB Part# Description I Material 76 Kommering 4SG TPS Spacer System q 77 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 78 Quanex Dumssal Spacer Matedele 79 Cardinal xi Edge Spacer { NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD..TO BE LABELED FORAAMA E UDER CODE. 2) ITEMS o 9d3,15, 24, 28, 2%34.39, 61, 62, 65-71, a 73 ARE NOT USED AND ARE NOT PARTOF THIS APPROVAL. :ONE HOT. M El STRUCTURAL SILICONE lie NOM. FOAM WITH DESICCANT EXT. GLASS— `�`INT. GLASS 5 KODISPACE 4SG TPS. ISDURASEALO SPACER .0 n � `INT. GLASS n SUPER SPACER® NXTT" POLYISO DESICCANT FILLI` UTVLENE _ �511VNO-. i NLESS -(// —INT. GLASS XL EDGET' a SPACER fitCDUCT REVISE1l � wmAlY,r:a niN IM Flmds n'nm�a a:ee I � II I I rl re,Ymb rk -DF+dD-_/fJ RMYon. F. Zinn Owe 720 •(D ,,"coy LYAIIV UG...... /(��� % Miami xlc Prtducl # i No.5a105 Ibn: =P- (i-1 1moTEctaloLoorDRrvE BILL OF MATERIAL (BOM) J ROSOWSKI �Q STATE OF 0 N. VENICE. FL 94216 '�tC ,tORIDP,:' #': (941}18D166D TNe: O.M: ,-&. G�: SINGLE HUNG WINDOWINSTALLATION -LM 05/15/15 �1r��NALI0,1'' s.ryylmey. A.LYNNMILLER.P.E. SH-5500 NTS 12 OF 13 1 MD-SH5500-01 B