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Home My WebLink AboutNOASCANNED BY MIAMI•DADE St. Lucie County �,®le` IIAMT-DADF COUNTY c ! CONTROL SECTION V®A_N;B`�_ 805 S W 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES `v� �` CD Iviiami, Florida 33 ] 75.2474 BOARD AND CODE ADMINISTRATION DIVISION 0 GO G�786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA Nn"v.niiaraidade.gov/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 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 115470" Vinyl Sliding Glass Door (Reinforced)-N.L APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets I through 21 of 21, prepared by manufacturer, dated 10105115, 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 BATING: 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 purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.02 and consists of this page 1, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. /f NOA No. April ,2 021 Expiration pate: April ZI, 2021 o5 I15 � %q 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 under NOA No. 11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, 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 reportNo. 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 under NOA No. 15-1210. 01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11106115, 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 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under 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 Idalmis 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 02/11116, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted 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 bv Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210.02) _ Jorge NVL Plasencia, P.E. Product 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 12129/21. 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 ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOA Mo. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-51b Edition (2014) and FBC-611 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. Jorge X Plasencia, P.E. 1, duet Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April21, 2021 Approval Date: September 28, 2017 E-2 SERIES 5470, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 16. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33413%STRESS INCREASE RAS 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). 41 SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS. AS APPLICABLE. SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITES RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES TEST REPORTSI: PTL-8537, 6338, 884E-8640, 8652, 8717, 8088 & 8B7D; EXOVA-I(a=-7B2(A) & IDMS-10231; CAMBRIDGE 535763-00; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE. BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. ORVISION 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 0) 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-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2°THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMLL WOOD BUCKS DEPICTED AS 2X ARE 1-17Y 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. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4° THICK S 34DO PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A. 4mw AneMr su64r•m Fwm t4mb•r am. Fop• 414a,rc• Mle. Finaam.m A n;rm46N](DSl •r 4t4 es.6Ns (mm 11]wm1M1 BG•0.09 1wv BI16 13R• 'w' 1P"• min• .1ls mrt waow[• mw&oV✓mm �• Y8' va 6tnel A]r .08P mla w4m..e HrW6uV Yr nwv am v6• D490• swel swa, Aea an sl• wokmee .asivarro yr 44n• sox P#ook 8R' O.On• fJ ao. yr Emo Ukmean P.r.P.T.a. mP . a -ass mb 1• 1 e' x r 1.YE' 1WB 410SZ.C•UP P.T. Bx . a4. I3w Pam r 1.YT D n; ami wave •emq LO'n P.LBaNkbm PMa sDw.es H aeubimb v14° 13r a t4• VP kY4 M,men Pon[mm inie]Ye Pabok t' I2W 9Y r 4w U Col . CH, v 1- P6mk V I-1W vb•Ews aloes. o•mFln w C4XI We 44 lair I.1w• 4 comae n. ]]9 k•I ta•afibv 14i 1• tau• Idu• Vr EYn16W Igmlmbx Pomml• mt+.zn ke "D W".% 14m• Pamx t-Im 1-vr 14Is• Ga , AB1N JxA Y 1.1M' PMeM 3• t• ' P. .6 afi Pm• re.Ys.k 1• 14V PMe 1. fJ4'EI[o Macon M.W. U Sk an.;6]k•I •ra . 14 1 Paook ]-VYm pSMC- 1M &lac a1 Y1: 3.n k•I H,.msbuJemb air3.]6 Punk a1?UnE•wacmU, D6 Janb a1m vaaek tars• 1-1w• • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'UNGROL7TED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, OODEBMSTANDAROS WED: ORAS APPROVED BY THEAUTHORITY HAVING JURISDICTION. •eon MOMDA DOWNS CODE (FEICL 11TH EDIIKIN 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 2, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE. USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 8) INSTALL AS PER THE GUIDELINES OF THIS SHEETSET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 0. •n14 HORLDA BUILDING CODE (MCI5TH EGDKw •ABTME130009 •ANS11AFBPANDS 15FORWDOD IX]NSTRUCTION •ALUMINUM DESIGN MANUAI.ADL12n6 •AI51810o-12 •AISC3WO Mdodd Min. F1 MIn. F• 8780" ttt 120 ke 4108,m W ksl 110 W EIco AF9mi1W414Y 67k4 WMI Eko LftCo& IMW 1T7kel 41088 Elm CmIaFlm® 127.4 ke1 189.7 MI 1108375Aluminum lama 22M! AW Sled 9Sk01 BE ke1 OrEs swa 53 kd 4s kn VINYL SLIDING GLASS DOOR NOA (NI) 1eI 10/0 A, GENERAL NOTES II JROSOWSKI IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2. B1, B2 ON SHEETS 7 & 6 NOTES ........ .... I CONFIGS.......... 2 DP/ANCHOR TABLES....._.7.8 EXAMPLE....................... __.9 GLAZING DETAILS ............ ID ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ..... ........ _.... 17 EXTRUSIONS ..................... 18 ACCESSORIES..................19 141 UPDATED TO FBC 2017, VINYL MFG. R 04105/171 NTS Ili 1 OF 21 1491 MD-5470.0 PRODUCT REVISED as c•mplNnB with No Plorlaa DOM., C 4. ' DA-M.. 17-0420.117 EapImtIon onto 04/2112D21 Nm SaM MAX UNIT WIDTH 3M. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT / PER TABLES I & 2 NOM. PAN PERTAE MAT HE PERTAI NOM. PAN PERTAB MAX HE PER T MAX. UNIT WIDTH - NOM. PANEL WIDTH PER TABLES I&2 I I MAX. UNIT 4 HEIGHT Ig PER TABLES I&2 �I� 1 71i 5-PANEL CONFIGURATIONS 4) MAX. UNTT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 k l PER TABLES I� MAX. UNIT I MAX. UNIT I 8 HEIGHT / 1$ PER TABLES /� / / i PER I TABLES 1 & 2 I� IN J _ram J J NOM. PAN PER TAE MAT q HE g PERTAI EL WIDTH LEES 1 &-2�`i"� ABLES� MAX. UNIT WIUIN ---ry . UNITGHT 7&2 .r NOM. PAN PER TAB '-1 I I&g MAX HE PERTA I� J MAX. UNIT WIDTH NOM. PANEL WIDTh PER TABLES I & 2 1 MAX. UNIT I� HEIGHT I � TABLES 1 & L J Nmiaa 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES; °X°=OPERAOLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS LOCATIONS. EXAMPLE;4-PANEL)OM IN POCKET(p) CONFIGURATION GAN BE p)OIXXp, P)OMOR)OOIXp. OXXX IN .O°= INOPERABLE PANEL "P 'POCKET POCKET CONFIGURATION CAN BE OXXXp. 2)BY&135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER wrnvan�efon vcramusrtues.i ulabtrts xesemFA 4) FOR NOM. PANEL WIDTH, SEE TABLES T & 2. Ev1070 TECHNOLOGY DR 6) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472A56 FP (—SHEET NUMBER N. VENICE, FL 34275 (841}4804808 NOA- ;, 17-0420.07 .� Eapimtlen V.W 041211202' R I& MIamF a uc entmuc entro W EL CONFIGURATIONS I DLO WIDTH-NOM. PANEL WIDTH-8-06" DLO HEIGHT=IX) RHEIGHTNEL WIDTH - PANEL DTH 81-3N8° PANEL HEIGHT =DOOR HEIGHT -2.12" `,`0NY1LYr'4rr% �( a�' �I4 SF J Q;•' :p � >R' ( Na 68708 ; ' 0 S".•'1�Op•. :'01 �`�� ;"NALI00 VINYL SLIDING GLASS DOOR NOA (Np � 10l06/16 EXAMPLE CONFIGURATIONS a J ROSOWSKI NO CHANGER THIS SHEET. �� 04lOSl17 F� 0. L� UA p.E SGD9470 NTS III2 OF 21 gg d i MD•5470.0 3 A CONCRETEfCMU 114" MAIL TYP. ANCHOR TYPE, EMBEDMENTAND EDGEDISTANCEPER :... SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT -y- 1X OR 2X WOOD SUCKSTRIP, SEE NOTE 3, SHEET 1 PLATE AT I EVERY ANCHOR LOCATION DETAIL A2 LNMu wo00 TYR EDGE TABLE A. SHEET 18 NOTE 3, BELOW EDGE ON DAYLIGHT -OPENING- WIDTH FRAME WIDTH METAL TYP., SEE ANCHOR DETAILC1 DETAIL DI NOTE 4, SHEET 1; MIN. OF 3 iurFpLpcR iNro x�raL THREADS BEYOND THE METALSUBSTRATE �� '1 •' riJ "—� THSSNEET EMBEDMENT — 6EEHOTEdTxiSsxEET�L_`C_--_�_�` 4SX314°SMSREINFORCEMENTSOREW;7 ro PER STILE, LOCATED AT CENTERLINEAND 6% HORIZONTAL SECTION SHOWN) ��' B°&12- FROM ENDS (FACTORY INSTAU.ED). DETAIL C2 DETAIL D2 DETAIL 82 ASIMO,LL INic 0= INTOMA90NRY FRCP DIM. DAYLIGHTOPENING REouwEOlF Soon - R1 NEiGMSOVER88' EMBEDMENT � `y, 1/4°MAX.rL Q WIDTH I� I EDGE DISTANCE SUN TNIssF@ET_tEl I I I I — ............._ .... Bz S •.... TYP.ANCHOR TYPE, 1>mmD� EMBEDMEM AND P EDGE DISTANCE I I PER SUBSTRATE. m SEE TABLEA SHEEP 18NOTE 3, BELOW IfdOfl I oc, sEE SNE6T1° Lu J DISTANCE TYP. ANCHOR TYPE; EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ExPiro6on 17-0420.07 I+ PANEL WIDTH PER ASTRAGAL MAY BE 1!4• MAX. EMBEDMENT HORIZONTAL SECTION(XO SHOWN) _CONCRETEICMU ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR I/7, NOTES 1)OETAILS APPLY T02,3AND4TRACK CONFIGURATIONS. IumvolecmmtrTrFEs tsEErroIEe, THIS eMFtT) ANCHORS, SEE EXTERIOR DIRECTION. DETAILSHEETIO ALL PARTS IDENTICAL. 1Tt `�.�aowlLYNN,y��p a'U •'VCFlisF •..•!� FORALLL0016T¢E4. 2) REFER TO ANCHOR NOTES, SHEET I.3) SEE LOCATION I&2N&SPACING, FOR 0.4TRA(iAL9.FL�0 SHEET RQUAN3FOR SEE TABLES 182. ANCHOR QUANTITIES, ANCHOR O T8 j P' , �{�! N0.58705 _ VINYL SLIDING GLASS DOOR NOA (NI) 10(OSHS RPLABLES 4)CONTINUOUS ANCHORPLATE, ITEM q&, IS REQUIRED AT ALL xoR uSB ns L INSTALLATION, HORIZONTAL XSECf, �&JROSOWSKI FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. REQUIREMENTS. mvmimLre:mT paromus s.iRc NO CHANGES THISSHEET. ��0410SM7FOR �i Qs'+�,�ORIOP. •'62: THE FENT ULL O O 1070 TECHNOLOGY GY DR �� REINFORCEMENTS AREAPPROXIMATEL THE EXTRUSION. REFERTOTEST REPORTS FOR EXACT DIMENSIONS. srnN 7) SEE SHEET 20 FOR SCREEN DETAILS. N. VENICE. FL 34275 (S41)480.1800 _ cLRr vlum.naxse ,� ALttIN 1®.IER,PE p.E,rssm+ SGDb470i NTS 30F21Jill MD-5470.0 8 A DETAIL E1 TYP.ANCHORTYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 I=MASONRY AND EDGE DISTANCE PER INrovrooD NfO nasONRY INro MI:Tu DADE APPROVED MULLION, FRO txeuolwtwv SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL 1 &NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP gNCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY CONCRETE/CMU EDGE -FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER4EOG;; VERTICAL OR HORIZONTAL. NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1 & NOTE 3, THIS SHEET EDGE LE A, SHEET 1 REQUIREMENT DISTANCE '1 DISTANCE NCE e. EMBED- MENT •� T _ , EMBEDMENT EMBEDMENT r EMBEDMENT 1/4° MAX. e 1f4° MAX. J 1/-4"MTAX. 6.. 1f4"MAX.114" MAX. 1XOR2XWOODSUCKSTRIP,SEE 6e ANCHOR NOTE 3, s e TP. ANCHORTYPE, EMBEDMENTAND R TYPE, EMBEDMENT AND YSHEETIEDGE DISTANCE PER SUBSTRATE, SEE NCE PER SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, THIS SHEET TABLE A. SHEET 1 8 NOTE 3. THIS SHEET NOTES MR ) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. / tLOM ¢�i& 2) REFER TO ANCHOR NOTES, SHEET 1. AfIT(L, R DEmES 3)SEE SHEETS .11& 12 FOR ANCHOR LOCATION & SPACING, DLO WIDTH =NOM. PANEL WI DTH-"116" I ND q8 X 3/4' SMS REINFORCEMENT FORANCHOR QUANTITIES, SEE TABLES 1 & 2 WRIM) AL SCREW, 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT PANELO LH HEIHT -GHT -DOOROOR EIGHT-2-1 ° ANCHOR PLATE AT Ram CENTERLINE AND W FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2° EVERYANCHOR (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYL Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME sm HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT move. EED EXACT DIMENSIONS, a pI m with the platlaa TxlSaxeEr eunea°mv �e�a NDA-No. 17-0420.07 areR Pxptm9pn Data O4M2112021 ,390 �-I t+ Q v a ,7�miw„ Da roue o •�0'��ExrEwo& at 0OR.390'T-�ei I•�- I p S6 OR w i--� 380 } 2.370 2.947 1/4°MAX. ss I C425HORT1 L� 1.7193 2.887 3.4B4 4.041 GROUTAS p #4346 ALE0 APPLY 823 L NEEDED, SEE —f 1• L17 ANCHOR NOTE Is m T ii °° J. �[ Y 1 .060 .080 .080 5, SHEET 1 //--�� TOT HEIGHT .OBI L FIBER 1/4°MAX, 6 SILL HEIGHT SILL RISER SILL RISER GILL RISER SILL RISER ptt )yY LYIYN sY,, ®� .. ... O O(2.1n"TOTAL �(3Al2"TOTAL O(41/18°TOTAL O(4-6/8"TOTAL �q�`�'VGEN3.. j °, ,� .:-. ... .. - SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) C\T P EMBED-' ~ EMBEDMENT EDGE * N6.58706 •:P MENT T.., , ' -DISTANCE VINYL SLIDING GLASS DOOR NOA (NI) 10/05H6 ' EDGE NP. ANCHOR TYPE, TYP.ANCHORTYPE, INSTALLATION, VERTICAL X-SECT.L•JROSOWSKI p'• �l ��Tr'�: DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP ORA EMBEDMENTAND --- ��.'•. T4�IDp•,:'tW� EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE m WOFPCAI> PATNWaDVE%M NO CHANGES THIS S17 ,S•"••.,....• CONCRCHORMU SEE SUBSTRATE, NOTE3,SHEETI SEETABLETA,� 1070TECHNOLn� GY DR �� ''�s�O�ALI, %", PERANREQUIREMENT DETAIL F1 SHEET 1 &NOTE 3, DETAIL FZ SHEET 1 & NOTE 3, N. VENICE, FL 34275 - -- q INfOMA1ONW SHEETI&T �N�O THIS SHEET (941)480-1600 �EGDS 70� NTS � 40F21 19 M0.5470.0 �$ A ALYNNN4LEA. P.0 pt. ,�gNo RE46m as ourslcecaRNeR t �• m m m � � i M. EXI�ERRM I ! O �� 61 BO' as DETAIL H1 MAXIM INRIEECERNER a E B DETAIL H2 ea• oursloE coRaV:R INRR OR a PRODUCT REVISED pampIn= w17-ith N. Md4 0uiltllnE0420.07 NOA-No. Exp1mllon Date 0421/2021 NOTES 1) DETAILS APPLY T02, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. `'. NY LY.. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �� `� O ,...., A DEPENDING ON CONFIGURATION. VIN& SLIDING GLASS DOOR NOA (NI) 10N6/16 -v:41 CORNER ASTRAGAL l�ORIZ. XSEGT. ffiJROSOWSKI FAO �,, s ^� AEO mevanureamr emvrouamxawn ENO CHANGES THIS SHEET. 4104105/17 '''`'Oa�•�RID?,: NTS III 50F21 1041 MD•5470.0 IM$IAII n INTERIOR POCKET ; JAMB INTERIOR POCKETS MUST '• INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE THE 1i POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS, SEE ��• �'••+ NOTE 6 BELOW. DETAIL N DETAIL I2 puraaw .. INf0 Ma80aWr Q EDGE arse gg % 91 u TYP. ANCHOR TYPE, EMBEDMENT DISTANCE.Y .' as ae n AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE "NT z6'i ao a SHEET 1 &NOTE 3, BELO 'a 10 1 21 16 17 OPT. EMBED... ''. •�.:i MEND --'. OPT. ANCHOR TYP. ANCHOR TYPE, EMBEDMENTCONCRETE/CMU AND EDGE DISTANCE PER`' EDGE E PER ANCHOR SUBSTRATE, SEE TABLE A, SHEET TYP. ANCHOR TYPE, ;MBEDMENTDISTANCE REQUIREMENT &NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 IMO WTAL EMBEDMENT Ern& V TYP. ANCHOR TYPE, EMBEDMI AND EDGE DISTANCE F SUBSTRATE, SEE TABLE A, SHE[ & NOTE 3, BEL 1CHOR EMBEDMENT MAX NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET I. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR POCKET CONCRETE/CMU ANCHOR FOR DOOR HEIGHTS 96' AND LESS: a1 q FOR DOOR HEIGHTS OVER 96' w O.C. EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED +i DISTANCE FRAMING, SEEANCHOR ae comel�l�vnm the FlOHan v I NOTE 3, SHEETI xoa�xa 17-0420.07 OPT. ANCHOR P.aWm9on Dam 4/21/2021 DETAIL 14 DDOWOOD "`J EltlEnfll V EXTERIOR POCKET 1i1 VINYL SLIDING GLASS DOOR NOA(NJ) JAI 10/05/115 111 P-HOOK EXAMPLES, HORIZ. X.SECT. M tj J ROSOWSKI j 1111 NO OHANGEB THIS SHEET. IAMI04/05/17 NTS Ml 6OF 21 1441 MD-5470.0 ND. 597D3 LE 1: Desfgn Pressure (01P) and Anchor Quantities Required, (Or all approved condowtations 4n Shoot 2) Use thle table fur: AGbeaWReInI:rc lentQ9 lnckal8e RemOmelnent M or Me Std. Interlock Relnbrcennad 027 Dam UNt Hstght Bw 84- 06' es-15f18' DLO Height 72.16/18' DUD Hetaht 84- wls- DLO HeI(Flt Awh"Gawp A0olmr Gnaw AnchorGmap A 1 13 1 C D A B C D A B G 0 Design Presstna 027.1/42T.1Pef H20/-120psf +f020/-t02gpsf 18.1/e° elcadt8al C5+7 C3+1 C3+t C3+t CSN C1+1 C3+1 C3N C5+7 C3+1 C3H C3H 24` OLD Width Jemb S 5 fi 5 6 5 B 6 5 5 6 5 P4ask 7 7 7 1 7 7 7 7 7 B 8 e 8 Design Pressom +100.3/-106.3p8r +100.2/-f00.2psf +86.3/-W.3 par 25-1/8' HeaNSN C5I C3+1 C3a1 C3+1 C5+1 C3+1 C3+1 C3fl C5+1 C3+1 C3+1 C3+7 30' DLO Width ,m,pp 5 6 e 6 5 5 8 5 6 6 6 6 P-heek 7 7 7 7 7 7 7 7 8 8 8 8 Design Press= +92.9/-829psl I +67.3/-87.3psr +M61-73epsf a 3DID HsadB18 C5+1 C3+1 C3+1 C3+1 C5+1 C3+I C3+I C3+1 C5H CN1 C3+1 C341 35' Didt WidthP4edt Jamb 5 6 8 5 5 5 6 6 5 5 6 5 7 7 7 7 7 7 1 7 7 6 8 1 6 B Design PJeastsa +78.4/-784pef +M4/48.4paf +BS8/4i58Psf 37-1/8'f C5+2 C3+7 p+t C3H C5+2 C3+1 C3+1 C3H 05+1 C3H C3H C3H 42- GLO6 Width S 5 5 6 6 8 5 5 5 e 6 7 7 7 7 7 7 7 7 B 8 8 B +60/-T;ffT +60/s0psf +60/.e0par 43118'C3+2 C3+1 03a2 C3+7 03+1 C3+1 C542 C3H C3+1 C3+1 48' DLO5 WICK 6 5 5 5 6 6 5 a 6 T 7 7 7 7 7 B 8 8 a USED IN EXAMPLE ON SHEET S TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1' AND TABLE Bi DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISERTYPES ON SHEET 4. 4) SHEET APPLIES TO 2. 3 AND 4 TRACK CONFIGURATIONS. 6) REFER TO ANCHOR NOTES, SHEET 1. 8) SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. SHEErl FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DPAT THESE ANCHOR QUANTITIES, ADOMONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE B7, THIS SHEET. N OF ANCHORS THROUGH THE HEAD 5 SILL (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). . TOTAL Al OF ANCHORS THROUGH THE JAMB. THE a OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE DI: er-L Redlan Pro�lre SN Mae. (+) DPht A[bA*dI70' I See Note2T +38.7 psf2 460.018f16- +00.0 pste' +100.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH - NOM. PANEL WIDTH-841/16' DLO HEIGHT= DOOR HEIGHT - 11-1116- PANEL HEIGHT= DOOR HEIGHT-2-1/2` VINYL SLIDING GLASS DOOR NOA (NI) I�I 10/05/1f DP 6 ANCHOR QUANTITY TABLE lA JROSOWSKI IN NO CHANGES THIS SHEET. lall 04/051171 NTS JAI 70F21 1841 MD-5470.0 PRODUCT REVISED BunEInB E� E with the R.,lda xoA-xo, a 17-0420.07 P pl,etmepata04Y2112021 No. 58705 Design Pressure (DP) and Anchor Quantitles Required, (far od appmled corMg0r46om on Sheet 2) Use this table far. Dow Urgt Height Astral Reinfomement K28 w' 04• BB" 108" 12V LockaNe Reinforcement 40 68-1918' 0.0 He121d 72-15110- DLO Height a4-15116• DLO HdeM BB-Ird1w OLD Hecht 10&151le• OLD Height HO lnterbk RelofacOnen1028 Armhw Gmup AnchsrGmup Anchor Group Anchor Gmup AechwGroup A B C D A A 0 A B C D Deepreswe +169.4/-169.4paf W wp +07.1/-137.tpsf +120/-13o P6f +f0&7/-11&6p3f 16-1/8' Needles] C5F1 C5+1 C5+7 C3N C5+7 C5+1 C5+1 C3+1 C6+IT, Cb+i C3+7 C5+1 C5+7 C5+1 C3+1 C5+1 05+1 C5+1 03+ Didt Jamb 6 6 7 5 6 6 7 6 6 5 7 5 8 8 B 6 a 8 6 a Width P4mak 7 7 7 7 7 7 7 7 8 a a e B B e 9 10 - 10 10 10 Design Pmssuro +141.8/-141.8paf +133.9/d33.apaf +1faa/-Ifaepsf +99.1/-107.4psf +67.8/-9&lpsf 2S1/8" Mead 1 1 C6+2 C5+1 I C5+1 C3+1 C6+i C6+1 C5+1 C3+1 C5+1 C5+1 CS+1 C3+1 05+1 C5+1 C6+1 C3+1 C5+1 C5+1 C5+7 C3+1 30' DLO Wdh Jamb 1 5 5 7 5 5 5 7 6 5 5 1 7 5 8 a 6 a a 1 8 I 8 I a P4mak 1 7 7 7 7 7 T 7 T 8 a e B B e 9 9 10 10 10 70 Dos/gn Presawe +12a0/-123.9Psf +116.4/-116.4psf aB&6/-BB.SPN +683/-824pd +75.3/Ai.6psf 31.118' H,210 CS+2 C5+1 C5+2 C3+1 C5+2 G5+7 05+2 C3N C5+2 C6+1 C6+1 C3+1 C5+1 C5r1 05+1 C3H C5+1 C5N C5+1 C3+1 36' DLO Jamb 6 6 7 5 b 6 7 b 6 6 7 5 8 8 9 6 a 8 8 a Width 1 1 1 P4rook 7 7 7 7 T 7 7 7 8 B 8 6 e B B B t0 10 10 10 Dss/9n Pimssma +104.5/-t04.5Psf +f"5/-1&L5PSf +87.8/4978psf +7&7/-62psf +66.6/-72psf 37.118' HeadlSn C6+2 C3+2 C5+2 03+1 C5+2 I C5+2 05+2 1 C3 l C5+2 C5+1 C5+2 C3+7 C5+2 05+1 05+2 C3+1 C5+1 05+1 C5+1 C3+1 42" DLOJamb 5 5 7 5 6 5 7 5 6 6 7 3 8 6 8 8 6 a 8 8 Width P4mak 7 7 7 7 7 7 7 1 7 8 8 8 8 9 9 9 B 10 10 10 10 Design Plasmas +60/.80psf +w/430psf +60/-wpsf +60/-85psf 460/-d5p5f 4.41/B' Head/SN C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5r2 C5+2 C6+2 C3+1 C5+2 C3+1 05+2 C3+1 C5+2 C6+7 CG+2 C3+1 �" DLO Jamb 5 6 8 6 6 5 8 6 5 6 7 5 8 8 7 6 8 8 8 6 W tlih Width P-hook 7 7 7 7 7 T 7 7 8 8 a e e 9 8 B 10 10 10 10 Des/gn PredSm +74.1 /-74.f psr +741 /-74.1 ps/ +63.81- aj sf 491fe Head/BIC C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 54, DIA Width Jamb 6 5 8 5 5 6 B 6 5 5 8 5 Not available in these sizes. P-hook 7 7 7 7 7 7 7 T 8 8 8 8 oaarpn Rmsswe +601 0psf +6w0/-60paf + bi1/e• HPadlSiO C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3r2 C3+7 C5+2 C3+2 C5+2 C3+7 80' DLO Width Jamb 5 5 5 6 3 6 6 6 5 6 8 6 P-hook 7 1 7 1 7 1 7 7 1 7 171 7 8 8 e e TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF ERHERTABLE 2 AND TABLE E12 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 0) SEE SHEETS 11-18 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP ATTHESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE 82, TMS SHEET. 0 OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C341, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL D OFANCHORS THROUGH THE JAMB. •1 THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water JImimd (+) Design Pies9lro 318 Poser Nan. SR Height Mex. (+) DP Allaned None 1.11116' See Note 42 2.10 +38.7 pet 43 3-1/2• +910 psf 44 41/18' +60.0 psf 45 4-98• +100.0 psf DLO WIDTH = NOM. PANEL WIDTH -64L76' DLO HEIGHT= DOOR HEIGHT - 11-1116- PANEL HEIGHT =DOOR HEIGHT-2-10 VINYL SLIDING GLASS DOOR NOA(NI) IMI 10/05/11 OP& ANCHOR QUANTITY TABLE IiII JROSOWSKI III NO CHANGES THIS SHEET. 188104105/171 NTSIkI BOF21 I99I MD-5470.0 PRODUCT REVISED 6eI1tl1. tCyin wb%Me Flodda NOA-No. 17-D420.07 Expiration pole 04/21/2021 Na 68705 P£ EXAMPLE: Q 3-FANEL, 3TRACK, STRAIGHT CONFIGURATION -P)O(X, INTERIOR MOUNT POCKET, 48' X 84° NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, mnMe.uMa REOu,�O HEAD 9PLN£ INTERIOR INTERIOR PoCXEB ® e• cENTERLWE Mac oFpANELT �7 r'l CENlLITLWE OF INTEJtLOCIT CETITERLwE oFpANELz CENf90dJE 3EEFlGUf@BELOW FORADOIRONAL OF LNBtl.00I( AHDHDR INFOBMATOH CENTERLINE oFPANEL9 r[ 11 PROJECT DESIGN PRESSURE REQUIRED:+48M-58.6 PSF t�1Tf 7 r 7 .-.-, R WEETIi ZwGll �)CLUSTM NOW: '_lMAUATIONON HEAD ANCHORAGESPLICE i. SMUG y ME OF PANEL \-FlUMEJAMB BEE POCIa:TJANe.•. ...... .. (&MI REauIRED 0 w ALLATION ON SILL ANCHORAGE DETAILS NTEPoORPDCNET9 SMUG pXXX (3-TRACK) 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 S2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6AT A NOM.PANEL. SIZE OF 4W X 04'. FROM TABLE I, SHEET 7, THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS +60L80 WHICH EXCEEDS THE PROJECT DESIGN D,BTANCETG NEXTCLU'JIQt PRESSURE REQUIREMENTS. I I�- MOSZSaWCXQORLESS '•I FOR WOOD INSTALLATION USING ANY aNSlll C3+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE �� 8 1 SHOWS ANCHOR REQUIREMENTS OF: P4mok 7 NA)C EXTERIOR Mac EX1ERxXx ExpiaUon e•Mac eewc oPi. ARcxOR ToaOw �f AUGNMENT I 2 ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD(CLUSTER ANCHORS): SHEET 12 FOR THE'03' CLUSTER ANCHORS AT THE INTERLOCKJASTRAGAL HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE'+2 ANCHORS AT THE MIDSPAN OF EACH PANEL CF]CF V)ENl1NE OFENO PANEL FOR SILL (SHOWN) AND HEAD, ANCHORSAT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11FOR THE 'C3'CLUSTER ANCHORS AT 264W, OTHERWISE ANCHORS ARE NOT REQUIRED AS PERTHE ONYLY)yylli, ANCHORAGE ANCHORAGE THEINTERLGCKLASTRAGAL FIGURE ABOVE: ��"�AaaC?:=�Cp�, �!/�_'ii `y�P DETAILS SILL(INTERMEDIATEANCHORS): SHEETII FORTHE'+2ANCHORSATTHE Q;.•' DETAILS FOR PRODUCT REFERENCES, ALSO SEE: MIDSPAN OF EACH PANEL JAM8;8ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-H_004C 7ANCHORS, SHEET 13 FOR GENERAL ZT. VINYL SLIDING GLASS DOOR NOA (Np 10/05/1b ; fri Na 501o3 - —�A gyp' A)SHEET 2 FORALLOWABLE CONFIGUFWTIONS AND EXACT OF CROSS-SECTION DRAWINGS. Lpyp�, �STRAIGHT DOOR EXAMPLE �& JROSOWSKI ' O'• STA A LOCATIONS B) SHEET 10 FOR SPECIFIC GLAZING TYPES. TYPES NAMES. 3) INSTALLATION DE TAILS INTO WOOD CAN c NO CHANGESTHISSHEET. �� 04705/17 SS F�G. ........ ....: G�� '�•1,0AIALIgN`��`` 17 FORALLOWABLE PANEL BE FOUND ON: 1070 TECHNOLOGY DR D) SHEET FOR ONCROSSSANDCALL HEADS SILL: SHEET 4 N. VENICE, FL 34276 E) SHEET iB FOR INSTALLATION OF ADDITIONAL ACCESSORIES. 2I FORA BILL OF MATERIALS. JAMB: SHEETS (941}480.1600 SGD-5470'� NTSIII OOF 21 0� MO-5470.0 $4A A.L MV APE. 09HEET P+IOOK:SHEETB xxr.o Au1R./IBIDO PY WITH DESICCANT KODISPACE " 4SG TPS n DURASEAL® SPACER STRUCTURAL SILICONE ROM. FOAM FOAM WITH DESICCANT 9H8" 1-tA6'NOM. SUPER TO SPACER®NXT"" PRODa� amaais OR 17GLASS. O GLazEwnum TOWARDS THE EXTMUDR. GLASS O HIFRwq a __.. PRODUCT IS 'INTERIOR- GVSED"IFi42d31s15 TOWAR0.S iHEINfFAIOR. eo POLYISO. DESICCANTFILLAREA BUTYLENE 6Ii4"NOM. SEAL GLASS DETAIL SILICOME6EAL ROLL -FORMED PRidbill1� STAWLESS STEEL NOTES: gREVISED fiulltling lCa4aWltM1 the Florida 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. xow-x.. 17-0420.07 M, GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. Ex'im6ea 0a 04Y1V2021 '=TEMPERED T' r e7 l MI ro uc Con ro INT. CLASS XL EDGET" SPACER UCErygg••.( �. —� VINYL SLIDING GLASS DOOR NOA(NI) JAI 10105/16 ` ' *'. No. s9794 '•?y' GLAZING DETAILS �' J ROSOWSKI NO CHANGES THIS SHEET. �� 04l05117%�i/'S�f;ORIOP,; •G��1�� wamlcOwF�rwF� ea.o-x. '�TT�NgL1EN�t``� 1070 TECHNOLOGY DR �� N, VENICE, FL 04275 (941}460-1600 BED•6470� NTS 10CF21 18 MD-5470.0 19 A MaLER.P'E .OFAURI./AxB IaLVMx PE!%TOS SILL CLUSTER ANCHORS LAYOUT: -- ARTRAOALOR N ER ACK CEMETLLME 4• E%LERIOR 2-TRACKCLLISTER• =WRLMATMN9 •C3•ANg1O WL PONS ASTMOALOR M KOCK-- CENIERLME 4° EXLE�1ftIOR V &7MCKCLUMR'OE• ANWH LOGTKIN9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376" 2.376° FOR ALL SILLS: 4' STMCKCWSIBi•CE• ANCHORLDMWNS °CE•ANCHORLOCATIONS N. PANEL CEMTJLLINE EXTI�E�1RIOR 1J ?TMCHINTERAIPfNATE •r1•ANCHORLOWMN PANEL _ CEMFRW'E Iv 3TPACd lI MmAw .1-MCHORLMATION •H•ANCHORLOOATON PANEL CEMERLME 4" EXTR �j EjjjRI�O -G 2-TMCKINTERUEOIATE Y2•ANCHORLOCATIONS TRACKINTE MATE Y2AN0lORL==N9 PANEL CENTERLINE 4" L EXtERIOR. V mfP IMERA@OIATE YTANCHORLOOA=M ST KIMERMmI •H•ANWORLO MT 4" 4• 4lMCKiMERNm41E Y9'ANCNORLOCgTLTlAN MI=ATME Y2'ANCHOR LOCgTI0N5 KINS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TOTRACK@21375" DISTANCE IS 2.375° FOR ALLSILLS: u- IDI VINVL SLIOINO GLASB DOOR NOA (NI) A10(05N:ANCHOR LOCATIONS A iS J ROSOWSKIIII NO CHANGES THIS SHEET. 004/06l17 NTS 111 11 OF21 1911 MD-5470.0 47-0420.07 T} ; NO.58705 TF HEAD CLUSTER ANCHORS LAYOUT: A9TRAWLOq INMT CK 4° CEN ER WE IfL 312° V sTMCgausTERw ANCHOR LOWTIOW 'EPIOR ++ I- —3.22° sTRPLKCWOTER•ar ANCK00. UJCMION9 AOIMON.OR wTmLacK d, CEN EwNE 71'RIOM-3 +TMCRCLUSTER 'C MCHORt 710W MI LOR INTERLOCK 4' CENIERN EXT�ERLIR tom. 322' v z-TMarnusTER•cr ANGfOq IOCATION9 AERN0,ILOR CEMERUNE� .. sTMCILCWsTER'n• MICHORLOWT A3TMOAlOR RllERIICI(� 4' CorttmsE NOTES: 1) ALL -ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS DS: 112437.7 FOR ALLHEADS: '� ctoa �0 N. HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTFAUNE FJ(iJJE''''N��IOR 1/ LTPACK IMERMEDIAM YI•ANCHORIOWTKIN PN cTxre m 4- EIfTERWR 3.22' 10, 2-TMCKVJhNdEOL\TE lrA CRIf1WV1 PANEL PANEL CENTERLINE CEMQL'WE 4.76` EXTERIOR E%IERIOR I1. 1TRACKINiEPMETIUTE Il. 9-TftACKINIERAIFDIATE V 'at'ANCHORLOWTRIN �/ 'Pl AN[NORLOWTION9 PANEL 4° CENTERLINE 3.22' JL� �/ 2-TMCKINIETWEONTE '+rANCliOHIOG\tpNt3 PN F CEHIERLWE 4" EXTERIOR --� 3.22" 7�, sTRACKiNTERMEOUTE ^q'pNCXOR LOWTIONS e 4-7RACK1N wEOUTE L 4-TMMINI Ed WIZ vL 4TRACKIMERNEIXATE'vT IVMCHORLOWTION ANCHOR LOCATIOND ANCHORLOCATIONR NOTES: R.URFapERTaMTDnrerCLLwwoHun 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NE"UIEIN(RWRLLGNW9 2)TRACK-TADS: K DISTANCE IS 2.375`lt2-375- FORALL HEADS: aeNSB 1 PRODUCT �wiEhlfho fDloOda \\t\V\IIIII IIIITI comp NY LYN PJllb i Nonx.. 17-D420.D7 `: �a'��'iic..... 4 Expimel"n oat. 04212021 * .: No. 53705 VINYL SLIDING GLASS DOOR NOA(NI) 10105N6 mien,-. ANCHOR LOCATIONS Sa JROSOWSKI y0�'-. NO CHANGES THIS SHEET. HInV05117 NTS 111 120F21 1991 MD-5470.0 P-HOOK ANCHORS LAYOUT: 5' JAMB ANCHORS LAYOUT, (PARTIAL VIEW): —.y 2.375" -- 4.75" 7,126" �IWI�II III �WIII� MAX. 21.6" 21.6" 21.5" NSID ai Jamb 6 MAX MAX. MAX. PLmk O.C. 7F R O.C. O.C. EXr m OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. I FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY 1_ BE LOCATED IN ANY ADJACENT TRACK 6- B' (SIMILAR TO THE 2-TRACK JAMB) AS MAX, MAX•�� REQUIRED TO MEET MIN. EDGE DISTANCE f 2-TRACK FRAME 1 8-TRACK FRANC 4-TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR, OPT. ANCHO TO AID ALIGNME!,. JAMB (3) WEEP NOTCHES PER END @ 1"X.500" (3) TRACK WEEP HOLES EVERY 24" ®1.125" X.190"; (1) WEEP NOTCH 1.376" X 600 24" @ NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. HOMSnl ca.1 Amb a -0eek 7 if JAMB NOTCHES vX.600" -(a) TRACK WEEP HOLES EVERY24" @ 1.125"X .100"; (1) WEEP NOTCH EVERY 24" ®1.3TT X.500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS). YL SLIDING GLASS DOOR NOA 3HOR LOCATIONS C CHANGES THIS SHEET. JAMB WEEP NOTCHES R END (a] V X XO(Y (10)TRACK WEEP HOLES�� EVERY 24° 0-1.125' X A00"; (1) WEEP NOTCH EVERY 24' @ 1.376" X.600" J ROSOWSKI NTS 11113 OF 21 1111 MD-5470.0 PRODUCT REVISED 6a tompivylng ° with fhe Fioritla ui141°B Ca4 NCA-No. 17-0420.07 * : No. M706 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 90° CORNER CLUSTER ANCHORS LAYOUT: FGURfs PfRruNroTNE faLOWING W'EOM'FRSiLL .WW10ft LOGTbl14'. BO' 4'U4' 4• 4° L IVL4' 4,�L4'I( 'jl HoeN31A 1 3.2Y RIO 322° EXTEROR s0 iCIJ �bmb 8 2-TRACKAO'CORNER 2-TRACK00•CDPNER 1T�1 ,Y PJ K 7 'C4'PNQIOR LOCATIONS °CB' ANCHOR 2.1PACK 10'COR14ER E%IEMOR 2TpACK Ba'COPNEP EXIERI00. (UBE WHFAE'C9'198VECIFFJJI (USE WHERE'LB•ISSPECIPIFLI (UEE'CA'ANCHORlDGT10NS �ICS'ANCHORLOCATIONS WHE0.E'C0'mSPECIRFD) V (USEYhIEPE'CT IB SPECRtEOJ �/ I X N N I fl R R 1 4' 4" STPAC w conm '-M'CHORLOCATIOW (USENMERE' 'ISSPECIDF.0) 4' 3T CKS0'CORNER 'CA'MCNORIOCATIOM (USE WNEPE'CSEISPECIflEO) I 3-TRACK OMLOPNER IX� 'DS'ANCHOR LOGTIONS (FUSE WNERE'CB°IS BPECff1E0) P P P H I PRODUCT REVISED I' Rs complyyingg4e wIM a. F10640 RRI141R0 Co NOA-Na 17-0420.07 ExplrRBoa Date 04/2112021 '�jI' 'a_�w�a7(DIOpUII( N;' ]1� 4' q• __ No.66706 Im E%TERK)A 3.22" EXTERIOR n RI 4' 3� EXTERIOR <-TMCKaO•COR IR 4TMCK60'LORNFA 4-TMCK00°COWIER 4TRACK00'CORNER _ ET HALE A, 'U'MCNOkLOGT10N4 'CS'ANCNORLOCAHON9 �— 'C4'MCHORLOGTKMIB ANCIiORLOCATIONB rllllllll\\\\ BISEW REWMSPWFIEDI BISE WHERE by R SPECIREO) (IISE WHEPE'C0'ISSPELFIEDI IUSEWHEPE'CB'186PECIFlED) AAYNNR0IEN.Pk. NOTES: vxj� FKpwRaP mroTNBRxLo =m .RaFR 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. xuoaeuaeLauTama VINYL SLIDING GLASS DOOR NOA (NI) 10/06/16 BO° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ANCHOR LOCATIONS D J ROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. RoadfSN C: i PUT Jem6 6 3)TRACK-TO-TRACK col rRlaxremn POTmoumumm z} NO CHANGES THIS SHEET. �a 04/05/17 P-Tank 7 DISTANCE IS 2.375° E&1376' JV2�161 TECHNOLOGY FOR ALL HEADS AND SILLS: 1 N. TECHNOLOGY 5 N. VENICE, FL 34276 gg (041)480-1600 SGO.5470l NTS 111 140F 21 0£ MD-647D.D $ A CEAi.OFRMIBSB'!B8 HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: urct�aLorwrar� 195 4" 4 4 q• o a 4" ° IICC Meaa601 1 %IER10 EM_ERIOR JBlllb $ lily 3.22" 4° EXTERIOR 4" EKf_IE`RIjO$ pglBgk 7 &TMCKISS CORNER " ]-lMCK19SG1PNER YTRACK 135•CORVpt 15 SIRACN1i9'CDRNER v SA'A DALOGT10tL4 '0a'ANCIIORIDCAnON9 (WEW11HE'C9•ISSPELIFIM (MEMMEY WliPECEFD) 'G'ANCNORWQ%=NS 'G'ANCRDRLOCAl10N9 rySEWNFRE CY445PECF1®) (IISEVMERE'C5196PECIf®) r r� rA? 4° q• plyyingg ItM1 [M1a Flvtltla Bu]I41nB Cotlow E 10420.07 --o—gM EXTERIOR IO EpPlmBvnOvty04/21Y2D211L L n�n3 By MgP32W.22-V Mlnm ro un n &TRACKt9SCORNER &1RACK 189'CORNEfl &TRACK195•COPN9t &R1UCKfaSCOWh]t 'G'AN RLOGT10t19 'CS'ANCHdR1OCATXIM1O 'G°ANCHOft1AGTIpR 'YY'ANCHORlOG110N9 (USE WIlENECa'I66PECIFffD) ryaEMJMEC MSPECFEO) (U9E WNERECYISBPECIFIFD) rySEWNERE CFISSPEC61m) >Nx, 4° 4° 4° Al v 1�01{4° Q��'••O1.• ",JiDqPI�NY 4' NA 68705 EIOR P€RN JCI LEnLYNpryy'4N}I;1•�,�'�/:. � .A bi p,,.•'t(j�: Tq'ANCNORLOGTM]NS 'CB'MCHORIOCAT ONS .G'MCCHOR LOCAIIOKR YA'ANmlwcCG�T0�19 V � y,L4�ONnion. rySE WNERE'CTp6PECFlm) (USE V4IERECS°I99FEgFlED) ry$EWHERE'C9'IBEPECBIED) IUSEW S' -MSPECpIED) �INrr ALIE\\\\ &Lmi YalER,PE. NOTES: Rulls7m rvvaasvM1mmnwrorxeww.m larrawaE.v 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I�nr,Nwmtawrlum. VINYL SLIDING GLASS DOOR NOA(N7) g 10105115 135 2) DETAILS R OUTSIDE UTSPICT A E (SHOHORWN) N) AND INSIDE D SPACING, AND IGURAOULD BE j SIMILAR FOR OIf/SIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONSE 8A? JROSOWSKI aU6N 7 6 3JTRACK-T6TRACK wrrluaxroaiv pmmwlmweauc �NO CHANGES THIS SHEET. &70.0il P4nok 7 FOR ALL HEADS 2375°IW2375. TECHNOLOGY 1070 TECHNOLOGY 6 uIS AN HEADS AND SILLS: N. VENICE, FL 34276(941)a60-1800 �N150E 21 4 MD5 osrt. ovAUlx Line 1 s LOG'ROn 4" EXIOiIOR 32Y aTMCKswxE YA•ANCXOR LOGTKINS (ass wffnE S6• rs svErpED7 Sm LOCATK)N 4.76" EJ(iERIOR 4' sTMCK6puce 'G•NtCMORlDCATblS rysew,tEt✓E •cr Is spECT¢D1 bTRACKSPIICE •L4•ANCN011 LOGTNW9 (U6E WHERE CY 19 SPEC6lE0) r.memo mc�0 SPLICE LOGTION 4" ExT1EI'T7waR 3.22' Ij VTMCKSR Yb•ANCXORLOGTDI6 (USEWHEJU!Y WSPEC6m apace OG WN 4" e_ NOR �V/ 1TMCKSPIILE CS•NiCHORLOGTKINS (IAE WHERE Yb'rs SPEC FE:D) 6P Y£ I lxwTmv�T 4° 1-TMC sp= •CSANCIpRU=noNS (USE WNFI@'C6' IS SFEW ED) sw LOGHON 4. EMERIOR 5VimTTMCKSPDLE / 'G'NiCfURLOGTKKIs (15E WHFRE C3 6 aPECR191) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. bTMCI(6PUC£ •CPANCIIORLOGTIONS (USE WHERE•CS IS SPECIRM) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET S. 3)TRACK°TO-TRACK 777RRR��--- FORALLHEAD.S76° 2.976°JV2376' FORALLHEADS75'AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOGTDN 4° EX ERI f5 amnucsPLee •caANcxoRlxAnaNs rySEnMERET/•ISBPEL`FgD) 4' &T KSPI.ILE -M-MCHORLOGTK (USEWHP "CSIS6PMM) + MCKSPLICE °LO•M'CXORLOGTONa (SSE WHERE'CS rs 6PECIFlEO) PRODUCT REVISED pl In with the Florida ND .. 17.0420.07 *:. No. 5870, III VINYL SLIDING GLASS DOOR NOA (NI) D�ITANCHOR LOCATIONS F N NO CHANGES THIS SHEET. NTS JAI 16 OF 21 1901 MD-5470.0 PANEL'S RIGHT STILE TYPE PANEL F TYPES OV aIpEBV F610E W' pU SIpE 1>5' IN910E19fi' N WIWDE axow BMW REGENER i✓ECENO, RELENER FMERIORGI/JfD 6N, E F PP K L L TC TA TV TW OIE% B H P A C C SC SA SV SW W W pmwp Raw a. RR R S RaTwn1 S p�w FC FD FV FW J wiHAr�ipie D M J J F apl(p,rt Boxow LR T U � Aa N T U J eozw MW CT CS CF w A m AL AT AS DF d a REppyg� GUr.,9P o RAGA V I Val VF 1✓ECENFA N,9s ABTMW. WT WS WF PECENER LEFT �"� RIGHT PANEL p �_] PANEL STILE STILE PANEL TYPE 'F' SHOWN. SCREEN PANEL TYPES Doua E INIERLpCI( M LGLFS,IIE OOUatE INTERLOCK jGGKSTI E a rL Aa B GA SD aWG E ,NIE�L pNffiE ,NDRLGO( A pOGE E g� ...,.....,.o G XR E WIEROCK UASTWUL LoMETIM DS OGUBLE [� aWGIE IN,E=CK NIF LLOCK PRODUCT REVISED pl In wllaWeFlorida 9uliaina Io�a NGA-Nw 17.0420.07 Exp4apnn Da 04/21Y2021 PANEL NOTES: `�,,0�j1.•"TvN 1)SEE DP/ANCHORTABLESI&2, SHEETS 7-8 FOR PANEL SIZES S DESIGN PRESSURE. � Be ` �.. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE �' VINYL SLIDING GLASS DOOR NOA(NI) 10/05115 * NM 53705 NOTAVAILABLE........... - PANEL TYPES 14' JROSOWSKI =70 Gl P 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS M '— w aTA E NO CHANGES THIS SHEET. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH w O70 TECHNOLOGY ORS �� 04/06/17S,s'oIAL TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. N. VE CHN L 34275 �� (941) b1 OD_ I SGD-M70111 MS 11117 OF 211111 MO-5470.0 19 h5.875 10685--� � 030 2L&Q;a=j_j 1.681 .100 ® //,�FRAME SCREW (a)2 TRACK HEADMAMS © 4TRACK SILL COVER(PVC) QANCHOR PLATE 250 v.100pi-t3 Q 3 TRACK HEADIJAMB ---10.625 100 ib1S O5 4 TRACK HEADIJAMB g170 33 -8.260 � .100 X1.681 1 3 TRACK SILL -49 Ljp I"--1.000 252 r 262 .062 1,435 ft Jj .#I) r - 062 T� I BOTTOM WAIL Q SUPPORT OUTER BILL O COVER 640 540 6.676 100 ��1 .628ypr_.0192 5F---I4.--.062 Q� A 10'TTL7�-KEEPERED KEEPER Q2 2 TRACKSILL 1.826 i.5B5 r- t120�-13.1& �(.125388 Q 2.768 .400788 312 .070 2270 1 %��-.188 ��0 H- 182 .120 .82.291 .100 NDED POCKET INTERLOCK INTERLOCK AGO ® AND S71 EOM © AND STILE BOTTOM ©REINFORCEMENT, @RENFORCEMENT, �REINFORCEMENT @INTTERLOCKADAPTER 37 ADAPTER REINFORCEMENT COMPOSITE MAninenn HEAVY-DUTY REINFORCEMENT 291 081 �7j7-'{ r•�-.550 � 301J w +I 1928 Q �- �. B TRACK INSERT 10 INTERLOCK " CAP, EXTENDED POCKET 6,178 231 060 r 2.000 I+- .100-11 -{-.y 1.B13 ,�.II+.-_ i I .080- I-I�9�P1• 7.883 r .080 13 COVER CM ©PdWOKADAPTOR Q8 P-HOOK 2813A00 .OBi� 2 075 2.fl76 � L r 2$141 I--zs07 --+� 1.4D0 �1 INF J 32B �BARCORCEM ENT @VER RREEIINFRCEMENT @F0(EDPANELCLIP (2Rd REINFORCEMENT � RCEMENT 1A72 - 126 9.208 126 &2.li6 .070 ®ASTRA AL i8 PASSIVVECORNER MOUNT ASTRAGAL 210 -1 1261 252-� 1281 ®1.1/16° I BEVELED BEAD W-1M6• I OGEEBEAD 7i�'r--2.838 080 2 073 099 4.27E _� �-.100 ® INTERIOR JAMB COVER 1S76 ,_ PRODUCT REVISED I. wmplying with Nq FWW. PANEL STILE, TOP Bunning Cg 3�2 ASTRAGALADD-OM ®ANDBOTTOM RAIL NOA-No. 17A420.07 lUpfrgngn - ---' 7 3.528 +-- 3.346 NOTES: migm -D uc C, 013 1) SEE SHEET4 FOR 3.713 l .090 SILL RISERS. .060 - 3.346 .046 1.500 3.247 .060 2)SEESKEET20 A65 _ �..._ 81B FOR SCREEN PARTS. 7.170 .228 ~ 135•CORNER 136•CORNER 00'CORNER BO•CORNER DO-CORNER3)ALLDIMENSIONS ®ASTRAGAL CAP, ®ASTRAGALCAP, ASTRAGAL ASTRAGAL CAP, ®ASTRAGAL CAP, IN INCHES. Al1l rr EXTERIOR INTERIOR EXTERIOR INTERIOR �A`NQIAYLYNq IlTJ111l Na. 58705zEXTRUSIONS& JROSOWSKI ^A 'sr�ApinRpar¢mwgaea Na NO CHANGES THIS SHEET. ��04/OS/17 %�•",YOWOP,: NTS 191 18 OF 21 1941 MD-5470.0 1) INSTALL CLIP ANCHOR CUP INTO PANEL PEAS USED STILE INSTALLATION, BLE A. SHEET 1 9a (3)#10X V SMS THROUGHea SUPPORT, �`�R I NTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK II III 1911 tmi II 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB ATTACHMENT & SUBSTRATE, USING INSTALL ONE BLOCK AT INSTALLATION EACH INTERLOCK ANCHORS, SEE AT ASTRAGAL, INSTALL TABLE 1 ONE BLOCK THAT WELDED, NO ASSEMBLY FASTENERS JAMB TO HEAD ASSEMBLY KEEPER TO JAMB_ ATTACHMENT �,....— - � INTERIOR EXTERIIOR">'/ TO 2,3 AND 4 TRACK CONFIGURATIONS. 40 FOR ANCHOR LOCATION & SPACING. 2 FOR REINFORCEMENT REQUIREMENTS. VCHOR PLATE, ITEM PS. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. VINYL SLIDING GLASS DOOR ACCESSORIES INSTALLATION,£ J((ROSOWSKI "sQ 141 CORRECTED#96 1404/05/17 NTS III 19OF21 I€II MO5470.0 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: C.7 125 6 _loyf IN t02 t1s im 1 a e IV - taa IN IN IN e�J I tm IIB HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE" EXAMPLE ns _ Jp�. a9 1eR 11+ a2 1a1 1—�O C� O t2f tUB � p &O ❑ Ha NB HORI20NTAL_&ECTION EXAMPLE IN I+2 IN 104 HORIZONTAL SECTION, It? i�`7B —.- f•�-1.081 (91 1.202-1-+— 1 EXAMPLE , 7 .876 P062 r.-- .875,Ir 1.020 I-+— O A50 O O50 •�`I I Im SCREEN +r S(X2EEN SCREEN OXO1.S`B1.SB3 1.874 FRAME SIDE RAIL, ASTRAGALL yRAIL LATCH ADAPTER L L PRODUCT REVISED —A82 — .062 ncomp��WWn wla me Florida Otm BOXSCREEN mt BOXSCREEN t0 BOX SCREEN 1A35 Bv11 tl1eg Co� 17-0420.07 TOP RAIL OBOTTOM RAIL ©SIDERAIL J 725 t� N°A-N. _ E.ptraOen Date 04/21/2021 fl na w 1.020Z r— 1.583 Tol, 13B +y�—"I�—•040 •062 mPm on 10+ ,,/� '71SCREEN VINri FRAME SILL ' x 4 •� 1.T3 /-h 4 s txa ASTRAGAL t2d SCREEN - •055 1.B13Ll" ADAPTER ADD -ON IW ° 0 ,082—LL�I66��4+—.372 ,2a o .. d� 10a8CREEN UBOX SCREEN ,s50XOSCREEN __ INTERLOCK BNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION eatll YLy/yl��.,, -- EXAMPLE ♦ ON ...... N EXAMPLE NOTES: 'IN ad�' �jr,Ery9 41/� •.� 7.308 ._..1...... 1) ALLDIMENSIONS IN INCHES, F' a .'•`(�M r -�I''''''------1.3------4pp3r- 055 $': •. No, be7 I .D50 1.487 1.510 � VINYL SLIDING GLASS DOOR NOA (HI) 1 10f05/15 _ OJ f'g �— •080 I �' SCREEN DETAILS JROSOWSKI �iN 4111`� �'�•.'�q to BOX SCREEN +m OX SCREEN 1�BOX SCREEN HEAD Rx ��'•, • OASTRAGAL OBILLADI10N OAND JAMB ADD•ON cwraartozm2 PmxwmaF3wc. NO CHANGES THIS SHEET........ RIDh,:' aLFIGNre RWFAVEp is/ �p�a� ADAPTER 1010 TECHNOLOGY DR --- �8 'LzONAL gNIta N. VENICE. FL 34275 (941)-460-1600 SG05470� MS ZO OF 21 $ MD-5470.0 94 A aLvra uiueN,PE OF .R42^0 P.Ei69N5 SCANNED BY 141AMI-DADMESt. Lucie County MM MIAMI-DA E DEPARTMENT OF REGULATORY AND ECONOMIC RES( BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) VQI PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 ®Qie�G MIAMI-DADS COUNTY (1 �6yDUCT CONTROL SECTION Id\J�- 086)1315 2590 805 SW 6 F (786) 315 2599 C.0� w .mismidade.eov/economy 091" \301 rJo 5,� v 1O 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-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P:E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.04 and consists of this page 1 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. NNW hm�- NOA No. 17-0630.06 wwnFame wur y Expiration Date: July 30, 2020 ..., v� �'r Approval Date: November 30, 2017 Page 1 � � /�1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. IS-0S19.06) 2. Drawing No. MD-SH5400-01 titled "Single Bung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, 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 Spacers' NXTT`t 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-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.04) 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 1 VI5/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. I5-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h 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. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 1 Product Control E min (/ NOA No. 17- 63 6 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTINum) 1. 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. 2. 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. 3. 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 5t° Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted underN©A No.15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window- N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel P .E. Product Contro xam' er NOA No. .06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8' MAX. O.C. RADIUS -TOP HEADER (SIM. 12" MAX. FROM �� FOR ALL FRAME SEAM WINDOWTYPES) z I B, SEE �,_,_. 30" MAX. O.C. `-12" MAX SHFFT3 1 A, SEE �'- SHEET3i EQUALLY SPACED ANCHORSPER TABLES 6 & 7 EQUALLY SPACED ANCHORSPER TABLES 6 8 7 B- -. , II II I 12° , 1 17-7/8" MAX. O.C. I I O 84' I �— MA) 10" MAX.O.C. BUG HEIG 13-314" MAX. O.C. X Q II j / A l 6Al2" MAX. AND ANCHORS AT SILL }1 SEE SILL WEEP- b2-1/8" MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION B. SEE SHEET3 A,SEE r--' SHEET 3i EQUALLY SPACED ANCHORSPER TABLES 6 & 7 L K HT EQUALLY SPACED ANCHORSPER TABLES 6 & 7 4= 52-1/8" MAX. BUCK WIDTH 30" —`{ MAX. O.C. 12" MAX. 1 ' FIXED VISIBLE I I LIGHT WIDTH I FIXED /VISIBLE �- LIGHT 17-7/8" MAX. O.C. HEIGHT gMA) O i _ I i / BUC HEIG! 10" MAX. O.C. X I 1 1, _I u IL----•- -- /SH � SA j 13-3/4" MAX. O.C. VISIBLE LIGHT HEIGHT A I .11 � 6-1/2" MAX p 1" 1. SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION 21.5/8' MAX. O.C: B, SEE 30° MA} SHEET3 A. SEE r-' EQUALLY 3" SPACED C, ANCHORSPER K TABLES 6 & 7 -IT — I / / I X EQUALLY 1 II I L._._/ SPACED ANCHORSPER TABLES 6 & 7 / I I 52-1/8" MAX. B ELEVATION FOR n SHOWN WITH STANDARD C FOR CUSTOM COTTAGE 75' HEIGHT SE 3ENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHEF ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANC SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTI 6)1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMSCAPA13LE OF TRANSFERRING APPLIED LOADS, 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. c, mQT0A= Tn AA=G UlM CTRFNr7H AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTIOI rover c n_r wcc-rveec Glass Type Description Listed from Exterior to Interior Design Pressure Table# Sheet# 1 3/4" I.G.: 1177 Exterior Cap + 1/2" Air Space + 1/8" A Exterior Cap 4 6 2 3/4" I.G.: 1/8" T Exterior Cap + 112" Air Space + 1/8" T Exterior Cap 4,5 6,7 3 3/4" I.G.: 3/16" A Exterior Cap + 318" Air Space + 3/16" A Exterior Cap 4,5 6, 7 4 314" I.G.: 3116" T Exterior Cap + 318" Air Space + 3116" T Exterior Cap 4,5 6,7 "A'=ANNtALtU; "I' ICMYCKCU i nurnei c nvnunec Tuoni rr_uruc con""= Group Anchor Substrate Min. EdgejEmbedmednt* Distance A #10 SMS 1SM S.S. S.S.) P.T. Southem Pine (SG=0.55)(steel, Steel, A38" 3/8"or411 Steel Stud, A653 Gr. 33" 3/8' Aluminum, 6083-T5• 318' 0.050" steelUltrecon F3/16-rise, P.T. Southern Pine (SG=0.55) 7/18" 1-3/8" Concrete (min. 2.85 ksi) 1"143/8" Ungrouted CMU, (ASTM C430) 2-112" 1-1/4" g (St #1,2SMS 1S-0 S.S. or41S.S.) P.T. Southern Pure (SG=0.55) 9/16" 1-3/8" Steel, A38• 3/8" 0.050' Steel Stud, A653 Gr. 33• 3/8' 0.04510 (18 Ga.) Aluminum, 6063-T5• 3/8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1' 143/8" 114" steel Creteflex P.T. Southern Pine (SG=0.55) 1' 1-318' Ile steel Aggre-Gator P.T. Southern Pine. (SG=0.55) 1' 1-we" C 1/4' steel Ultracon Concrete (min. 2.86 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-11T 1-1/4 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4' 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2' 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2' 1-3/4' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggm-Gator Concrete min. 3.275 ksi 1-1/2" 3/8' Grouted CMU, (ASTM C-90) 2" 2 " " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Material Min. Fy I Min. F. Steel Screw 92 ksi 120 ksi 184t Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gatos® 57 ksi 96 ksi Elco UltraCon® 155 kai 177 ksi 410 SS Elco CreteFlexO 127.4 ksi 189.7 ksi 6063-T5 Aluminum 15 ksi 22 ksi A36 Steel 36 ksi 68 kai Gr. 33 Steel Stud 33 ksi 1 45 ksi Frame Glass Types Options (see Fig B) (see Table 1) (I Flange 1-4 0 (#2) Box / I Equal -Leg 1-4 0 (#4) J-Channel (#1) 1 -4 O Ilttegm;Fn I 1-4 IO FIGURE A: FRAME CONFIGURATIONS EQUAL-LITE ORIEL COTTAGE r1ra IRF r• MAMP SHAPFR BUCK WIDTH BUCK WIDTH BUCK WIDTH �— F- cc x x 0 x r LU +M +7 RAdIUS-TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY Anchor Substrate mda�a I ErnhedmenC I BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a 86 OPT. (2)1' INTERIOR 81 C WEEP NOTCHES AT 8D EACH END. SASH LIGHT EDGE DISTANCE EMBEDMENT EMBEDMENT EDGEF DISTANCE I LI/4- MAX TYP. ANCHOR TYPE, SHIM EMBEDMENTAND°..' - TYP. ANCHOR TYPE, EDGE ' EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, •'° ' SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3I6" 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8.31W FROM END. USE EITHER LATCH.OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8' FROM SASH END. FLANGE FRAME NOTES: SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. �+-- 1/4"MAXSHIM 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1 P2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BALANCE YPE VARIES WITH SASH WEIGHT J FIXED VISIBLE LIGHT WIDTH BUI HORIZONT, DADE APPROVED MULLIOI MAY BE VERTICAL OR H, 1/4" MAX. SHIM FLANGE FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM __. _... _ .......�........ ANCHORED THROUGH INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN I BUCK � HEIGHT 151 EXTERIOR a 86 OPT. (2)1" INTERIOR 81 C 31 WEEP NOTCHES AT 80 EACH END. F- EMBEDMENT SASH LIGHT EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. T-1/4" MAX SHIM (SCREW SHOW-7N) # EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, L_ SEE TABLE 3, SHEET 2 (NAIL SHOWN) - 1 OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL J 35 SCREWS @16-3/8" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ B-3/8• FROM END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6518" FROM SASH END. J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114" MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT FIXED VISIBLE LIGHT WIDTH BU HORIZONT 1/4" MAX DADE F SHIM MAY BE INTEGRAL FIN FRAMESHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGf 1 Id" MAY -�{ 3/4" NOM. 1/8" A GLASS 1/2" AIR SPACE- 1/8" A GLASS - a EXTERIOR GLASS TYPE 1 1/8" T GLASS 1/2" AIR SPACE- 1/8" T GLASS - a EXTERIOR !" NOMMASS I E TYP. GLASS TYPE 2 3/16" A GLASS - 3/8" AIR SPACE- 3/16" A GLASS- < ]EXTERIOR GLASS TYPE TARI F A• G14a4TyP4a 1.4 Satan Sash Des4dp0arerphen Raevowuaow Hdvman, Sash Hei91d nwas bni Design Pm66ure(®SIR) fAlrt. level R7 W1ndow 9udc Wldth(in) a 24 32 36 40 4fl SLUS 23.6 EWAIS 11.394 -100.0 +50.0 -10&0 +500 •1W.0 ♦W,O •100.0 +50.0 .100.0 460.0 .89.0 +50.0 420 Standard Whiles 14b1T-15,870 -1004 +60,0 -100.0 +W.O 40D.0 +50.0 -7W.0 +510 400.0 +50.0 -97.0 460.0 400 26 C-gZ7ft 11A83-14416 AOO.0 +30.0 400.0 +W,O 400.0 +50.0 -100.0 +50.0 -iW.O +60.0 AW.0 +50.0 47.1 Stadarrd Pmhew 11.3T7.11.582 -iWA +50.0 4W.O +W.O .100o +60.0 -1W.0 +500 -100.0 +50.0 AMO 450.0 -04.0 Tout 23.577.25286 E+6D -iWA +50.0 -10&0 +50.0 400.0 +50.0 •7W.0 450.0 -iW,O +W.O 4&O 450A -77,9 WA58-23.516 4DO.O+WO -iW.O ,Sp.D •i00.0 +50.0 -100.0 +50.0 -iW.O aW.O 4&8 +60.0 -78.137.375 Egim461e 17.617-20.957 -1W.0 +wO Awo a50.0 .100.0 ,W,O -7W.0 +500 -iW.O +W.O 48A 460.0 •78.0 d04d Pr04aw 14.517-1731B -1W.0 +%0 -100.0 +50.0 -1W0 +6DA .100.0 +50.0 -7WA +50.0 44.2 +W.0 -752 Shedest 11317-14bi6 -1WA +50.0 •100.0 +W.O 40DD +60.0 -100.0 +WO 40DA +50.0 -83.0 +50.0 .73.6 Ulm 27.583-31A71 u +WA AODA +50.0 -iW.O 450.0 -100.0 +60.0 47.0 +me -0.0 +no -76.0 +50.0 .70 Custom Sim 21017-27.582 +50.0 400A +50.0 -100A +W.O 4010.0 +50.0 AW,O +50.0 -000.0 +W.O .82.3 ♦50.0 -T8.9 Standard Catage 23.517-26.516 +50.0 40" +W.O .100.0 +WA 400.0 +50.0 dW.O MO 401.0 +500 49.0 +60.0 -70.9 44 Eguw+de 20,517 - 23.516 +50-0 • 0MO +50.0 .two +50.0 4W.O +50.0 Ann +600 • 00.O +50.9 -78.3 +50.0 -703 6lalmd P7o48W 17A77-20.516 +S00 -100.0 +60.0 •iW.O +We .100.0 +60.0 -100.0 +me .100.0 +50.0 -76.5 +50.0 -10.4 COeWm Sim 142117-17.616 +WA -100.0 +WA -100.0 450.0 -100.0 +50.0 -100.0 +604 -1WA 460.0 •79.5 450A .71.2 SW%t 11377e14b16 +50.0 -iWA +50.0 .100.0 45mo -1000 +50.0 •10mo +500 .94.1 +50.0 48.8 +50.0 -71.8 Tweet 31.683.35.911 ♦WA -10-0 +5&0 -100.0 +69.0 40.9 +W.O 48.3 +60.0 493 +W.O -74.9 +WO 48.1 StadaNWuage 26,517 . 31,5W +50.0 -100.0 450.0 -Me +W.O 400.0 +50.0 •100.0 +%0 -96A +WA •73.8 +60-0 40.8 Egm&Wte 20.517.20.516 +50.0 -100.0 +50.0 .100.0 4 0.0 .100.0 +50A 4M.0 +500 -932 +50.0 -71.6 +50.0 43.9 48 Slaldad PrOAx 17.517. 20.516 +50.0 .100.0 +50.0 -t00.0 +W.O -100.0 +SDA -100.0 +SDO •97.1 +MO -Me +50.0 470 C113tan Sts 14bi7-17.676 +50.0 -100.0 +W,O -100.0 +SOA .100.0 +504 -100.0 +5&O -92.0 aW.O -763 +6p.0 4S.1 Cistern Stle 12.517-14.516 +50.0 -iW.0 +W,O -100.0 45D.0 -1W.0 +%0 48.7 +SRO 473 +80.0 -73.0 +WA 48.9 Shmst 11377.12.616 +50.0 1 4011.0 +W,O -100.0 +50.0 46,0 +50.0 43A +50.0 45.7 ♦50.0 .722 ♦60.0 47.3 Tweet 33208-37A38 +50.0 40D.0 +50.0 -95A 450.0 44.3 a50.0 422 +50.0 41.9- aW.O d13 +W.O 46.8 Stmdard Cnitage 26.517-33207 +50.0 -iW.O 450.0 .100.0 450.0 400.0 ♦50.0 -iW.O +50.0 -93.6 +50.0 -71.1 +SOX 63.3 EquOV&e 23.617.28b78 +60.0 -100A +nO .100.0 +50.0 400.0 +50.0 -IK0 +50.0 -94.5 ♦50.0 •72A +W.O 46.1 m Cu9tsn SlZe 20.01T-29A78 +60.0 •1WA ,50.0 -i00.0 +50.0 -iW.O +50.0 -1W.0 +5040 -K6 +60.9 -72.9 +50.0 45.1 48Am 6tu0da/d PrOAew 17.51T - 20,516 4W.0 -7W.9 +50.0 -iW.O 450.0 •100.0 +W.O 400.0 +60.0 46.0 +60.0 •73.7 450.0 46.8 Custom Ste 14.517.17.516 +W,O 400.0 +50.0 -IMO +SD.O -IOSO +60.0 49.0 +no -69.8 +WA -761 +W.O 47.1 Custom 6t. 12b17.14318 +60.0 -1W.0 +WA .100.0 +50.0 -93.7 +50.0 425 +60.0 4&7 +50.0 -722 +W,O .87.3 Shodeat 11377.12.516 +W.O 400.0 +50.0 49.6 +50.0 -88.7 +WO -17.0 +600 -81.9 +50.0. .69.5 +50.0 44.4 Tallest 36.517-41.644 aW.O -100.0 +504 428 +50.0 412 ♦50.0 4" +W.O 47.1 +WA 46A +WA d82 St01daN Wtte9e 31.51T-38b16 +60.0 -1W.0 +W.O 492 a50.0 4&3 +50A 48.8 a510 46A 4W.0 442 l60.0 d8A 26-517.31.516 +60.0 -100.0 +50.0 -100.0 4W.0 400.0 a50.0 4&7 +50.0 45.7 a50.0 43.7 ♦50.D 40.3 rcdaw 23.517.26.516 +5D.0 400.O +60.0 46.7 +W,O -07.8 +W.O no 4W.0 41.9 460.0 45A +W.O .57.8 62tm 20.517.23.516 +W.O -iWA +me 48.3 +50.0 .77.0 +50.0 -74.6 +000 .73.9 +60.0 44A +5D.0 48.8 PE:qn�ft te 11.517.20.516 450.0 -97.3 +50.0 d9.9 +50,0 48.7 +50.0 45.8 +5&0 442 +W.0 404 +50.O d5A im 14.517-17.516 450.0 419.6 4W.0 43.0 4&1.0 41.0 +50.0 d&9 +50A -57.0 +50.0 $6.9 +WA -516 ize 13.017-14.516 +50.0 4&1 +50.0 -70s +50.0 - Me +50.0 46.0 +50.0 43.0 +50.0 4M4 +80.0 4" t 11.064.13.018 +50.0 417 ♦50.0 47.8 +50.0 d7.0 +50.0 d9.9 *Ws .51.6 +50.0 d0A +50.0 d0.0 Tweet 39bi7.41,644 +W.O -1W.0 +50.0 ffi.6 aW.O -71,2 +60.0 46.E +50.0 VA +50.0 -BOA +50.0d3.0 Cwtan Size 38.517-39818 a9&0 400.0 +50.0 4&7 +WO -77.5 +60.0 .76.0 +W.0 -74.1 +50.0 40.7 +MO 4&1 Eg1W401e 36.617-3&316 +50.0 .100.0 +50.0 420 l5 O 40.8 +50.0 -78.5 +%0 479 4WO 40.0 +50.0 -62A 16 [ABI=Ste 32617-35A16 +50.0 -100.0 1 +50b -853 +500 -74.0 +50.0 -71.4 +80.0 .702 aW.O -902 +W.O 42.6 Standard Pm4aw 28b17-32.516 ♦W.O -94.0 +BOA -77A +me 4&3 +50.0 433 +300 .61.6 +50.0 d92 450.0 d7.0 Custan Ste 28.517-29A18 +60.D W.2 +B&0 41.0 +W. 40.0 450.0 {&9 +50.0 -61.9 +50.0 .83.5 +60A d1.e $1101W 25Af6.26.516 +50.0 46.0 a60.0 $9.0 +W.O d&1 +000 -0SA +50.0 d3.0 +W.O -51A +50.0 40.6 EMW7+60 30A17-41.044 460.0 44.0 +B&0 .77.6 +610 W3 +60A 433 460.0 41b +50.0 49.4 +5DA So.$ 84 CuetallSize 96b17-38,618 ,60.0 472 +50.0 -71A ,90.0 440 +50.0 d&B a50.0 -61.9 +WA d&6 +WA dO.B B1adeR1A94eW 3&616. 36.518 +50A -Ci.7 460.0 47.8 +600 -57.0 +t{0.0 Si.9 4600 d1.8 +W.O -60.0 +W.O 40.0 91.78 7wtrAl -41.644 450.0 4L7 +60.0 47A +EOA $7.0 ,W.9 d3.9 +80.0 41.8 +50A IA.D +W.D 40.0 SEE TABLE 6, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. ++ MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 1I SECTION DE LEVEL R1 REINF( (REINFOR ABOVE A I NGLC,: Qtw rypea 2.4 Bottum Samh Omzlpion tr gnen RWW6 WW- mdom 8hww7 San Hdgm FIMW On) ,�7, Design Pressure(omm) P<ifd. tarsi P2 Window Bud, Width In to 24 32 36 40 48 52325 23.6 E*omo 11.394 465-0 -130.0 +65.0 -130.0 +W,D -130.0 +60.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 A2A0 28 Stalafam Cottage Et7wl-0le BRZrd Pm4we 14.517-15M 11.OW-14.61E 17.377.//382 +66.0 4E.0 +65.0 -130.0 •130.0 •130A +65.0 465.0 +65.0 .130.0 .130.0 .130.0 +E.O +65A +66.0 -130.0 430.0 -130.0 +85.D +W.O +65D •130.0 -130.0 -130.0 465.0 a660 +65.0 .130.0 •130.0 -130.0 +65.0 +85.0 465.0 -127.0 -13D.0 •130.0 +65.0 aE.O +66,0 418.0 -130.0 -723.0 Telwn 23.517-25286 +65.0 430.0 •65.0 -130.0 +65.0 -730.0 +65.0 .13D.0 +65.0 -130A +65.0 •1220 +65.0 •113.0 37.375 SlmdaN (bllap4 Eq.F Staimod PmR 20.958-23678 17.617-20.957 14.617-17.516 460.D +85.D 485.0 •130A -130.0 -130.0 +65.0 a65.0 +63.0 -130.0 -130.0 -130.0 +E.O aE.O +WA -730.0 -730.0' •13D.0 +60.0 a6S.0 +65.0 •130.0 -f3D.0 -130.0 +89.0 +860 465.0 -730A .f30.0 -130A +65.0 4850 +65.0 -124.5 -121.2 -1222 +65.0 +65.0 +83.0 •172.3 4W.3 •1102 Stwdmt 11.377-14,618 +63.0 -130.0 +65.0 -130.0 •E.0 430.0 +BSA 430.0 4660 -139.0 465.0 -1180 +65.0 -107.0 TOM 27.58i-31.91t +63.0 430.0 465.0 -130.0 +65.0 -130.0 +65.0 -19.0 460.0 •116.0 465A •9D.D +860 93A Ga1Wn Stra 28.517-27.682 +65.0 •130.0 ♦65.0 430.0 +65.0 -130.0 +60.0 .130.0 460.0 •13DA +E.O -110.3 a65.0 -iWA STatda7d Cottage 23.517-26.518 +BSA -130.0 +65.0 -130.0 +65.0 430.0 +66A AM0 +650 -130,0 +65.0 -110.6 +65A 992 44 EgwF9b 20.517-23.510 +65.0 A30.0 465.0 AW.0 +855.0 430.0 465.0 A30.0 +660 •130.0 +65.0 -10.6 4aA am BImd,W PfOdow 17.517.0.510 +65,0 -130.0 +65A 430.0 412u0 .130,0 465.0 -130.0 +60.0 -130.0 465.0 •7089 +65.0 98.8 Cutom Size 14.517.17bi0 465.0 -130.0 465A •130,0 +65.0 .130.0 +65.D -130.0 +05.0 430.0 465.0 -111.3 +65.0 .99.7 Stwdest 11.377.14.61E +65.0 .130.0 466.0 -130,0 +65.0 .130.0 +65.0 -130.0 aeSA -130.0 465b -113.8 +65.0 •101.7 Teton 31b .35.911 Wi.0 -130.0 +65.0 -130.0 +W.0 •127.2 465.0 425.1 445.0 •116.0 +66.0 -99.D +E.o .03.0 48 SWldad Co31B99 FgewFlOe 8tadaN PrOAax 26.617.31.662 20.617.26.61E 77A17-20.516 a60.0 +86.0 +65.0 -130.0 -130.0 .130.0 465.0 465.D +65.0 •13D.0 -130.0 .130.0 +E.O 465A +55.0 -/3tl.0 -130.0 •130.0 +65.0 aE.0 a69.0 •130.0 -130.0 •13D.0 +86,0 +00.0 +60.0 .130,0 •130.0 -130.0 aB6.0 +65.0 +85.0 -1033 -1W.2 -104.8 48BA +65.0 +65A 92.t A9.5 93.7 Cufmn 80a 14.617.17.618 +65.0 •130.0 +EA 430.0 +E.0 -7300 +65.0 •13-D0 +80.0 •1300 +66.0 -100.0 +65.0 415.3 Cwtmn She 12A77-14.518 +85.D -130.0 +85.0 -130.0 +65.0 430-0 465A •130.0 +60.0 -130A +65.0 -710.9 +66.0 98.8 Siwdml 11A77-12.618 a65.0 -730.0 +85.0 -130.0 465.0 430.0 +654 •130.0 +660 -130.0 +65.0 -1Td.6 485.0 -101.8 Telbst 33208. 37.638 46,SA •130.0 465.0 -730.0 +65.0 416.0 465.0 -116d 465.0 -114.7 465.0 99.0 465.0 -93.0 m Slaldam CDdago 6Tu atwmm 6he 26.517-33207 23.61T •26.615 20117.23.016 465.0 485.0 486.0 •130.D 430.0 •130.0 465.0 +65.0 a65A -1m.0 -130.0 -130.0 +E,O aB6.0 +E.O 430.0 -130.0 •136.0 465.0 +06.0 485A -13D.0 430.0 •130.0 +65.0 +660 +60.0 -130.0 -130.0 moo +65.0 +65.0 +65.0 93.E .101.9 .1020 +65.0 +65.0 +85.0 -68.6 91.1 41.2 49.625 BMW P7olow 17.017.20578 465.0 -730.0 ♦65.0 -139.0 465.0 -130.0 +65.D -130.0 +E.o •130.0 +65.0 -f032 +65.0 921 Cusfmn 812e ical7. 17.616 ♦65.0 -130.0 +66.0 •130.0 +85.0 -130A 466.0 A30.0 +660 •130.0 465.0 -105.4 +65.0 .03.9 Cuatan6W 12.517-14.616 +66.0 •13DA +65.0 -130.0 +9.0 •130.0 +65.0 429.6 +65.0 -129.6 466.0 -109.6 +MG 97.4 81oRea1 17.3T7-12bie +65.0 .130.0 +65.0 -130.0 +65.0 4242 +65.0 .121.0 +66.0 -121.T +651 4132 +60.0 -100.4 To" 38.517-41b44 465.0 •130.0 465.0 -115.6 +65.0 -99.7 AU 95.9 465.0 .03.9 +65A .02.1 +65.0 .01.5 SNn dC9toge E0uF2m BIOnOwtl Pm&w 31.517-38.616 26,617.31,515 0-617-20.516 +85.0 +80.0 +80.0 -130.0 -130.0 .130A +65.0 +60.0 +80.0 -130.0 •130.0 •130.0 +E.o +65.0 +65.0 -12as -130.0 -1229 a85o a65.0 +53.0 •t2l.2 430.0 -120.4 aE0.0 +6&0 +65.0 -121.0 419.9 420.2 465.0 466,0 466A 419.8 992 91.E +65 466.0 +66.5 •79.3 78A 91.0 82 Gmtmll3ke W517.23.616 +65.0 -130.0 ♦65.0 •123.7 +E.O •/W9 +63.a -104.4 +85.0 .103.1 +65.0 43.4 +65.D ffiA Gualmn Blm 17.517.20.51E +85.0 .130..0 +66.0 •111.9 aE.O 90.1 +65.0 92,1 +680 99.9 4E.0 $9.3 +WA 4Nb Custom She 14.517 -17318 a66.0 -725.d +85.0 -iD22 4�.0 90.7 +EA 412A +80.0 •TD.B 465.0 -782 +65.0 762 Qwtom Size 13.017.10.51E +65.0 -120.8 465.0 418.0 465.0 -628 +80.0 -78.3 ♦e5A -76.6 465.0 •73A +60.0 •73A SNtwat ll.W4.13.016 +95.0 •117.7 465.0 94.9 405,0 -79.8 466,0 75A a60.0 725 463.0 -70.0 +65.0 70.0 Talhet 39.517-41.644 465,0 -130.0 +65.D -115.6 465.0 99.7 +86.0 -0IA9 +MO 939 +65.0 WA +69.0 -742 Cutan Size 38617-39.6i6 +E.O -130A +67.0 .124.2 486.0 -7W.4 a65.0 -iD5.0 460.0 -7W.7 +86.0 9/.B +65.0 •74.3 76 fxOfiHBe C�l��n78u 35.017.38,618 32617-35b18 +65.0 +BSA 430.0 430.0 465.0 +65.0 •128.8 .11D.5 +65,0 +86.0 .113,1 -1Wb +65.0 +55.0 -iW9 •99.9 +86.0 405.0 •W9.0 98.3 486A +65.0 :WD 94.2 +65.0 +65.0 -73A -73.8 Stallard Ptr61>a' 29,517.32.618 a66.0 •130.0 +85.0 -1066 +85.0 -828 +E.o AB.7 a60.0 9E.3 a85.0 95.2 +65.0 -74.3 fSwlOm She 28.617.2Bb18 +65.0 -722.1 +65.0 -W.8 +630 .BiB +BSA -19.7 +66.0 -70.9 +65A -74A 483,0 74.9 9hor1u7 25.516-28bi6 +85.0 418.1 486.0 96.8 +E.O 9f.t +86.0 •T7.1 a60.9 -742 a85.0 -7L8 +e6.tl •71.9 B4 Et7wlOm Culen Sfm 38A17-41.6M 35b17-39.818 +65.0 405.0 430.0 •122.1 +65.0 +66,0 -iW.5 99.3 t65.0 aBfi.O -826 93.9 +66.0 +65.0 4w.7 •79.7 +80.D +55.0 93.3 -T8,9 465.0 465.0 -am -74.9 +65.0 +65A -70A •it.t Bumam Pmiwr 33918-36b18 +810 -/17.1 +55.0 94.8 +65.0 .788 +85.0 -75.4 a8A0 -72b +65.D .70A +65.0 -70.0 D1.78 TeDesl -41.644 +65.0 .117.1 +86.0 4N.B +63.1) -70.8 +85.0 -75A +66.0 •T2.6 485.0 700 afi6A •70.0 SEE TABLE 7, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. " MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 EXTjEjRIOR JAMB SECTION DE LEVEL R2 REINF (REINFOP ABOVE A FOR ANCHI I mLC U. AnctrY OmlpA I AneinrGmup0 Anchor Quanlldea Required for I wda 24'MIS 32-Wide 38•Wide I 40-Wide { WI& 52-1f8'Y6m 16-W10e 20 Wide 32-Wdo 3C Yfa* 40-Wlde 4WVAde 5211WWlde 16'Wd3 24 "Threughframe" Inefa931Wft ,hrte a JamO 2 Jane Jaw Jane bb Jamb y .came lane Jamb g Jaw Jaw 3uw Jemo Jane ,hlnD Ja a.. Type. 1, 2.5a/ Seln1. L4"l m Bot San DncdptlmlW0.en 11mge ® Window MGM slum ban Hegld sago (fn) a � rc � o: $ i rc � rc $ a rc � y � a � rc us �¢ e s � m � m � m � m � m i m S a¢ Ep i � � i a � s � E s 23.5 EgUaMa 11.384 f 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 SlaMem COBapo 14.517-15.670 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 28 E*w"w 11.583-14.516 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 2 2 3 3 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 swnen10 Pm4ew 11.3n-11.682 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 T91edt 23.517.25286 1 2 1 1 2 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 Slarmud CWtape 20,856. 23.616 1 2 1 1 2 1 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 37.375 E5l "W MWT-20.857 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 5land PMPm4ew 14517.1T.616 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 Shxtest IUTT-14.616 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 T~ 27.583-31.011 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 Custom She 26.517-27.682 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 A 2 2 4 2 2 a 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 6h1MaA Codap6 23.617-26.618 2 3 1 2 3 1 2 3 2 2 3 2 2 d 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 44 Equ84Ma 20.517-23.510 2 2 t 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 StwWud ProJew 17.517-20.510 2 2 1 2 2 1 2 3 2 2 3 2 3 3 3 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 cmo She %517. 17,516 3 2 1 3 2 1 3 2 2 3 3 2 7 3 3 a 3 3 3 9 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 shod09t 11.377-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 a a 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 Ta2eo1 31.03335911 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 1 6 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 fWaW C.Mpa 2d517. 11.682 2 3 1 2 3 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 Egw"lo 20,517-26,516 2 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 48 Stand dPmdew 17,617-20.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 1 3 2 2 3 2 2 3 2 2 3 2 1 3 aatom Size f4.817-17.516 3 2 1 3 2 1 3 2 2 3 3 2 3 3 3 3 3 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 a 2 2 3 2 1 3 asimn 3h6 12.617-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 St.test 11.3T7-12616 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 € Tated 33206-37.5M 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 6 2 1 6 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 Y# Stm%wa Compe 25.517. 3320T 2 3 1 2 3 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 EquMB 23.517-26.616 2 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 m Cuuom Size 20.517.23.616 3 2 1 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 49.625 S1eMad PloNew 17.617-20.516 3 2 1 a 2 1 9 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 CuSlom 61Z8 Wolf -Moro 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 3 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 Calms She 12.517-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 Stmftbl 11,377. 12.016 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 Ttlesl 38.617-41.644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 81AMad CoMpa EquaWte 31.511-35.516 20.517.31.516 3 3 3 3 1 1 3 3 3 3 1 1 3 3 4 4 2 2 3 3 4 4 2 2 3 3 4 4 2 3 3 3 4 3 2 3 3 3 4 3 2 3 3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 1 1 3 3 Stan dPm4ew 23.517-28516 3 3 1 J 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 9 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 62 Curimn She 20.517-M.516 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 Cuuam She 17.517-20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 Custom 6lze 14.517-t7.610 4 2 1 4 2 1 4 2 2 { 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 Cmtmn She 13.017-14.616 4 2 1 4 2 1 ♦ 2 2 ♦ 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 WOW 11AA-13.0% 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 ♦ 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 Talesl 39,517-41.644 b 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 Calmm She 38,617-39.616 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 T8 Equat4te Custom 612a 36.617-3a616 32617-35518 a 3 3 a 1 1 3 3 3 3 1 1 3 a 4 3 2 2 3 3 4 3 2 2 3 3 4 4 2 2 3 a 4 ♦ 3 3 3 3 4 4 3 J 3 3 3 3 1 1 3 a 3 3 1 i 3 3 3 3 2 2 3 a 3 3 2 2 3 J 3 7 2 2 3 3 3 3 2 2 3 b 3 3 2 2 J J 3 3 1 1 3 3 SlaManl Pmdew 29.617-TL516 3 3 1 3 3 1 1 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 7zows1ze 28.517 - 29.616 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 Snadeat 25.516-20A16 4 3 1 A 3 1 4 3 2 1 3 2 4 3 2 4 4 3 3 4 3 7 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 0 EgtoFlfe 38.51T-H.844 1 4 1 J 4 1 3 1 2 J 4 2 3 ♦ 2 3 3 4 J 3 4 1 3 4 1 3 4 2 3 d 2 9 1 2 3 4 2 3 4 2 3 4 1 3 84 Custan Sha 35.517-3Bb10 d J 1 4 3 1 ♦ 3 2 4 3 2 4 a 2 d J42 4 1 3 1 3 1 4 3 1 { 3 2 4 3 2 1 3 2 4 3 2 4 3 2 4 3 1 4 ShndudPmdaw 3a.610-35.516 4 3 1 4 a 1 4 3 2 4 3 2 4 3 2 4 4 J 3 4 a 1 4 3 1 4 3 2 4 3 2 d 3 2 4 3 2 4 ] 2 4 3 1 81.70 Tadeal -41.8N 4 4 1 4 4 1 1 4 2 4 4 2 4 4 2 I 4 4 9 4 A 1 ♦ ♦ 1 4 4 2 4 4 2 4 1 2 4 4 2 ! { 2 4 4 / 4 SEE TABLE 4. SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE, "MIN, SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 TABLE 7: �WG,,,Llp a I Anc114f OmW C Anchor -Through-Frame" Quan0ties Required Insta for latlon 76' Jmlb Wda t 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i 1 1 1 1 1 1 7 7 i 7 t 1 1 1 1 1 1 1 1 1 24" .limb WIm t 1 1 i 1 1 1 7 1 1 1 1 1 1 1 t I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 i i 1 7 i 1 1 1 32' Jahn Wim 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36' Jamb a= 1 1 1 2 1 1 2 R 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 9 3 3 3 3 2 3 3 3 3 3 4 4 d 3 3 3 3 3 4 d 3 A 4 d Wde ¢ 2 2 2 2 3 3 3 2 2 4 3 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 9 2 2 2 4 4 ! 3 2 2 2 2 2 4 4 4 S 3 3 J 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40- Jamb Wds 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 48' Jena Wim ivllrvwvim 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 2 3 3 3 3 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb 2 2 2 2 2 2 2 3 3 2 2 2 2 9 3 3 2 2 2 a 3 3 3 2 2 2 2 3 3 3 3 2 2 2 3 3 9 3 3 2 2 2 2 2 2 3 2 2 2 2 2 I Janb ' Wim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I t 1 1 1 1 1 1 1 1 1 1 1 W Jamb Wdo I 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 7 1 1 1 1 1 1 1 1 1 1 1 1 W }Mnb Wde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36' Ja1t� Wide 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40- Jana Wide �p g 2 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 3 3 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 4W Jamb Wide j, 2 2 2 2 2 2 3 3 3 2 2 3 3 3 3 2 2 J 3 3 3 3 2 2 3 3 3 3 3 3 2 3 3 3 J 3 7 2 2 3 3 3 3 3 2 2 3 2 2 2 WIT Jmnb Wlm p $ y 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 2 2 3 J 3 3 3 2 2 3 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 3 16' Jan4 da 1 1 1 7 1 1 1 t 1 t 1 1 1 1 7 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 t 1 1 z( Jan tdan 2,364 Rat € }' In TYPed FLoral R2 23.6 28 31.375 4{ 48 49.625 62 76 84 91.78 Bmlom Stan OeaedWmf ndit, RaneeS hown fklg4BmMn EquaF&e Standard Cottage EgloWle Standard Poodml Tpkal Btadad C4tlaP Egt4llte &tanmrd PMA M Slmdnt West Clutam Vze 9teemrd C4bage EgmF31a Sta Pm wv Cmtan size Slaldest item Stand dCM9e E@AKte Sladwd PiWw Gatam Me patom size Stmtnt Tallest Stenmrd Cottage E*Wa ft Ctletan Size Standard PrW W Clatom SKe Ctataa Size SWUM Tmint 8tedid Catlmge EgRNlte SbndaNPmAW C1nt4m 82e Qatan Slza Cmwm Size Qlstan Bile eddnt 7a0nt Cuabm Size EpwM- ChitamSlza etdirdPmMeM C1nMn size ehadml E@aube Caatam Size Stadatl PmJeN' Tallest Baer N 0.) Raaoe IIn) 71.384 14.617-13.810 1/.6B3-1f518 11.377 - MOW 23.817-26.288 20.958.23.615 7L61T-20M7 14877.17818 11.377-14.516 Z7.W3-9t.611 28.517-27.662 23.617-28Bi6 20.617.23516 17.517.20.616 14.011-11.010 I7.JT•U518 31.663.35871 26.617-31582 20817-28.616 77Bi7-2D.616 14.517-7T.518 /2.617.14578 113"-12516 33"-37.636 28517-3i207 21517-26.616 20.617-0.516 17.517. 00.516 NBf7. 17.616 12.517-14.616 11.377-12.516 38.517-41.644 31.517-a8.516 26.617-3"18 23.51T-26.416 20.517. 23.516 1T317-20.616 74.517.17.516 13.017.1-0.6/6 N.B64-73Di8 39.517-41.644 38617-Ja676 35.517-38.616 32877-3 5166 i9b17-32.516 26.677-29.616 26516-26516 28B17-H.644 35817-39.678 31.818-36.616 " -41M4 rc 1 i 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 9 3 3 1 2 2 3 3 e 3 3 2 3 3 3 3 9 4 4 4 3 J 3 3 3 ♦ 4 3 4 4 4 u 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 { 3 3 3 3 9 4 3 J 4 e 1 1 t 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 a 3 3 3 J 2 3 3 1 3 3 d 4 { 3 3 3 3 3 4 1 3 4 1 4 2 2 2 2 2 2 2 2 2 3 3 3 Z 2 2 2 3 3 1 2 z 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 9 3 4 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 J 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 d 3 3 3 9 3 4 t 3 / 4 d ¢ 2 2 2 2 3 3 2 2 2 3 3 3 3 2 2 2 4 3 3 2 2 2 2 3 3 3 3 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 8 3 3 3 4 9 3 4 2 1 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 J 3 3 3 d 4 4 3 3 3 3 3 t 4 3 4 4 4 ¢ x igg 2 2 2 2 3 3 3 2 2 4 3 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 3 3 2 2 2 2 4 4 4 3 9 3 3 4 3 3 4 a: p 7 1 2 2 1 2 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 { 4 4 3 3 3 3 J 4 { 3 4 d 4 ¢ 2 3 2 2 4 3 3 3 2 4 4 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 3 3 3 2 2 2 2 4 4 4 3 3 3 3 4 7 3 4 ¢ 1 1 2 2 1 2 2 2 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 6 4 3 3 3 3 3 4 4 3 1 A 4 3 9� 2 3 3 2 4 3 3 3 2 A 4 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 3 3 3 2 2 2 2 4 4 d 3 3 3 3 4 3 3 1 a as t 1 1 2 1 1 2 2 2 1 2 2 2 2 $ 9 1 2 2 a 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 { 4 3 3 3 3 3 4 4 3 { 4 4 } 3� 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 J 3 3 3 3 4 3 3 4 a$Q 3 7 1 1 2 1 1 2 Z 2 1 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 A 4 A 3 3 3 9 3 4 4 J 4 4 4 xV 2 2 2 2 2 2 2 2 2 3 3 9 2 2 2 2 J 3 3 2 2 2 2 3 3 3 2 2 2 2 2 4 3 3 3 2 2 2 2 2 4 4 3 3 3 3 3 4 3 J 4 7 1 1 2 1 1 2 2 2 1 2 2 2 2 3 3 1 2 2 J 3 3 3 1 2 2 3 3 3 3 3 2 3 3 3 3 3 4 4 4 3 3 9 3 3 4 4 3 0 4 4 2 2 2 2 3 3 3 2 2 4 3 3 3 3 2 2 4 4 3 3 2 2 2 4 4 3 3 3 2 2 2 4 4 4 3 2 2 2 2 2 4 4 4 3 3 3 3 4 3 3 4 at B 7 1 2 2 1 2 2 2 2 7 2 2 2 2 3 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 3 2 3 J 3 3 3 4 4 4 3 3 3 3 3 4 4 3 4 { 4 ; 3$ 2 2 2 2 3 3 3 2 2 4 4 3 3 3 2 2 d 4 3 3 2 2 2 4 4 3 3 3 2 2 T 4 4 4 3 3 2 2 2 2 4 1 4 4 3 3 3 4 3 3 1 > 2R 1 1 2 2 1 2 2 2 2 2 2 2 3 a 3 1 2 3 3 3 3 4 1 2 2 J 3 3 4 4 2 3 3 4 J d 4 4 4 3 3 3 3 3 1 4 3 1 1 4 s 1 3 2 2 4 3 3 3 2 4 4 3 3 3 2 4 4 4 8 3 2 2 5 6 4 3 3 3 2 2 4 5 4 1 3 2 2 2 2 4 4 4 4 3 3 3 4 3 a 4 CT; > aA 1 1 2 2 1 2 2 2 3 2 2 2 2 8 3 7 2 2 3 3 3 4 1 2 2 3 3 3 4 4 2 3 3 3 3 4 4 4 4 3 3 3 3 4 4 4 3 4 d 4 S 2 3 D 2 4 4 J 3 2 4 4 3 3 3 2 5 4 4 3 3 2 2 5 4 4 3 3 a 2 2 6 4 4 3 3 3 2 2 2 5 d 4 4 4 3 3 4 / 3 4 1 1 2 2 7 2 2 2 3 2 2 2 2 9 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 4 2 3 3 3 3 4 4 { 4 3 3 3 3 3 4 4 8 4 4 4 a 2 3 3 2 4 4 3 3 2 4 4 3 3 3 2 6 4 3 3 3 2 2 B 4 A 3 3 3 2 2 3 4 4 3 3 3 2 2 2 1 4 { 4 4 3 3 3 4 4 4 4 a 7 1 1 2 1 1 2 2 2 2 2 2 2 3 J I 2 2 3 3 3 3 1 2 2 8 3 3 3 3 2 3 3 3 3 3 4 1 4 J 3 3 3 4 4 3 1 1 d a 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 3 3 3 2 2 2 2 2 A 3 3 3 2 2 2 2 2 4 3 3 3 J 3 4 J 3 1 I 1 1 1 2 1 1 2 2 2 2 2 2 2 J 3 1 2 2 3 3 3 3 t 2 2 J J J 3 3 2 3 3 3 3 3 4 4 41, 3 3' 3 8 4 4 3 4 4 4 SEE TABLE 6. SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. a• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 3.500" w*-+ .062" II 1.483" .825' 0 rME."AD/JAMB NNEL FRAME •625' 1.375 L 3.483" -►{ III-- .062" IIp�I (1 2 444" aa�o .625" O J-CHANNEL .625" I 1.15• 5 FRAME SILL I 1.483• OFLANGE FRAME HEADIJAMB 3A83" j H.062' 2444 OFLANGE FRAME SILL 1.872" 1.641" 1 1.630" .065" .065° 1.375" 3 o O 1 .035° ---1 1.231" 1.000• F- FIXED 14 MEETING RAIL 16 SASH RAIL 17 C V CE J3.500• - �- .062" O FIN FRAME 1.375" 3 HEADNAMB L 1.375' L 1 -1 1.376' 974" 355' I� 'T . + 060" OSASH STOPt 18 SCREW COVER 1.483' 3A83' �{ DFf .062" 2.444• ACC❑ OFIN FRAME SILL 2.100' .590° LIFT RAIL INTERLOCK 3.500• " -�-I .062" aC1 OEQUAL LEG FRAM HEADIJAMB 8 EQUAL LEG FRAME SILL 2.176• I .4, .050" LIFT RAIL 20 INTERLOCK COVER TABLE 8: Bill of Material # Part # Description Material 1 62010 Single Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame Sill - J-Channel PVC 6 1 620106 SHIDH Frame Sill - Flange PVC 7 620107 1 SHIDH Frame Sill -Fin PVC 8 620108 SHIDH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 All 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled interlock 6D05 75 At 22 620M Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 AI 26 620153 Standard Meeting Rail Reinforcement 8005 T5 AI 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 60300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .1Sr x .220" Polypile 33 61825 Weatherstrip Plug,.220" Finseal 35 78X1MTTT #8 x V Ph. PH SDS (Interlock Mounting. Screw) 36 7WTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 720210 Weep Hole Cover PVC 40 720)0000C Constant Force Balance 41 #8 x We Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 70X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS TABLE 8, CONT.: MII of Material, cont # Part # Description Mate 4T Auto Lock Mechanism C St 46 720198&9 Sweep Lock Cast 47 72D186&6 Auto Lock Cover Assembly Cast 48 78X1180P7X #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) S9 49 7202DO Auto and Sweep Lock Keeper Cast. 50 76X34PPA #6 x 3/4" PH. PH SOS (Keeper Screw) St 51 1 420181 UR Beveled Tilt Latch Comer Key PV 52 420182 UR Pull Rail Tile Latch Comer Key PV 63 7634PHFL #8 x 3/4" Ph. FH SDS (Caner Key Screw) Sf 64 420183 Tilt Latch PV 65 420184 Tilt Latch Retainer PV Be 720207 1" Tift Latch Spring St 67 420186 Plastic Trft Latch Finger Pull PV 68 720192 Metal Tilt Latch Finger Pull Cast 691 420180 Pivot Bar Comer Key PV 60 72020E P'not Bar S; 63 720191 Sash Pull Handle Cast 64 720194 Sash Pull Handle With Latch Assembly Cast 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) Sf 66 420188 Batton Latch Strike Plate Cost 67 7868B #8 x 618" Ph. FH SMS Strike Plate Screw S1 73 720136 I.G. Bead PV 74 Backbedding, GE 7700 or Dow 791 Silicr 76 71646N Suing Block (7/8" x 1" x 1/8"), 85 +1- 6 duro. EPIC 60 81012 Extruded Screen Frame Alu 81 81011 Roll -Famed Screen Frame Alu 82 7CKGL821 Screen Comer Key for Extruded Frame PV 83 47042 Screen Come Key with Pull Ring PV 84 47041 Screen Comer Key without Pull Ring PV 85 7CASPM Tension Spring Si 86 61816C48 Screen Cloth Fiberg 87 61636181614 .140" Screen Spline (Machine/Hand Rolled) %A Part # Description Material OPT. SWEEP LOCK 46 20 57 OR 58 51 OR 52 O OPT. PULL RAIL 19 INTERLOCK & I p ' COVER I! 56 MITERED FRAME WITH y INTERIOR AND EXTERIOR 16 FRAME WELDS 18 73 X4 50 14 p PGNESTO 49 BO O WPI TH L d ( 41 . CONSTANTFORCE40 d� \ BALANCE OR 42 43 SPIRAL BALANCE 40 ORO 67 `. 1 16 SASH 37 ASSEMBLY ss - 36 DETAILS 3s Y \ 5 _.. _ .::