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HomeMy WebLinkAboutNOA14unoo .ion? V o��Nb�s IC44,t�TaY �� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33I75-2474 T (786) 315-2590 F (786) 315-2599 invw. mia m i dad e.eov/econ omv 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 (AIM - 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 "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets I through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A -copy of this -entire NOA-shall-be-provided-to-the-user-by- the -manufacturer_orits-distributors and shall be available for inspection at the job site at the request of the Brilding Official. This NOA revises NOA #15-1210.01 and consists of this page I and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.06 dtr//11/17 Expiration Date: ApM 14, 2021 Approval Date: September 28, 2017 Page 1 FILE COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. ("Pest report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prods et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 is Vz. {:<._Y �:... i .,.:.•' �..., ^i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119110, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No.11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210. 01) Jorge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coat.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 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, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted underNOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04118. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval bate: September 28, 2017 E3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. Pt duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM E130D. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3)ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES WOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6W7, 6338, 8546-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231: CAMBRIDGE 535763-09; 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. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 5702770 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 1XARE LESS THAN IAIT THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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. 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 & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLEA: Omup AnoMr 9ubinb Fnme Member Mlm Fdae Ulmnw Min' Dweamem A eu, e1w19MS1G9Jw 4105 .SMSamaa P,y.11 Pmaa.lh) P..sW m Im x 9Y t S/0' '�• 0.129mA. Poakmna eN911 Jamb 11w Plwk m. YB• 1/9° s1ee4 A98• .O9V ntln Ndmse) IwaStlVltrtd ve• o.mv LY 91ee191ud AB59 Bc 99' .OTt' Mn. llddree IMe&S W.hmb 9(0' 0.0)1'(140e. 1' (14 ak W A Oa. 114'w N4acn P.T.wFine rsGOS) Jm 1. It 1 Iw W000410S.S.CnbFlaa P.T.Nine IW&&wJmp 1'"8• Piuok r B /19, elwlvcaa aamw (G9) PS.9omMm) G.a69 WeaISWJamh i. d IC/o' P4 k M B1. 1l4'Eke Nlmcon Cammn m P41wx 1' IN We mp f i. w 13'4• ulodM Wpmuma MU. A9TM Jint, Jamb 1• V 1-1/40 PAook 1.- Mw �, W DwnOss. OoleMa W 1.41- 1-Ila• IYP I-W4' .Np Grcnb n.9..w wsmv TWIT—% ,p 1.1.0 1-v4- 0.buR 1' 1.Y4• 94'D<016B9.3. Iyg,r6alw U. rth 3.99 k. fYaNslw I-I 1-NY k P.lm 1-1W/Y 1.VC Unybaee 1 pl AS1k1 C90 Jmp Y P-0aek Y 4414• 1-1/4' p.T6emb9m Pim 9G^0.65 Wa4/SWJamb t' I.YB' Punk 1' D yr Eke lMecm G Zmm z96 t. IbaN9Yvhmb 21YY ISMS 14VT PiM z-1? I-IIIP l,. Wgmub4Co) CBO Jamb 2-1YY 1-1R• ROoox 2-1Y1 141140 1N'FJae1109s. fbeleFlaz faamin mM.wIn N. .mvR."d mb �iam24W I-N4' P 2.1w I-VB• l "I M GMV, Tm ow Ymb b e1Y• v4nok 1- 2.1/L In/4• IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B7, B2 ON SHEETS 7 & 8 L NOTES.............1 E CONFIGS.......... 2 DETAILS..............3-6 IO R TABLES........ 7.8 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS ..................... IS ACCESSORIES .................. 19 SCREEN DETAILS ............. 20 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. 'UNGROUTED CMU° VALUES MAY BE USED FOR GROUTED CIVIL APPLICATIONS. SUBSTRATE IS WOOD,300 FELT PAPER OR MAST IC IS REQUIRED BETWEEN THE GROUT AND WOOD COGESISTANDARDSUSED. SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •20V R.OMDA BUILDING CODE(FBC), 6TH EOmON INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASSIREINFORCEMENIT. 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 OPENING'$ REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. e2014 FLORIDA BUILDING CODE (FBC), 6TH EDMON eASTM EIMG-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION eALUMNUM DESIGN MANUAL, ADM2016 eAIS15100.12 eAlSC3 ID Matedal Mtn. Fa Min. Fu St.d Bc. 62 kni 120ke1 4106. WMI 110k91 Elco Agg Oetol® 67 MI SOksl EIco Utm('nn0 155 ksl inksl 410 SS EIco On.WFle90 127.4 k01 189.7 MI 60 TSAHIninum 16 kel 22ke1 AM Steel 38 kel 56 kel Or. MSte Stud 33 ki 45 Mi PRODUCT REVISED as plfi g Wlq k6o Flodda 8p1141no c'oem NOA-No. 17-0420.06 E plre0on Dan, 0411412021 * No. 50705 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 GENERAL NOTES €S J ROSOWSKI .7a.1NTu, UPDATED TO FBC 2017, VINYL MFG. 04/05/17 �� 7AiS�ONAL E SGD-5570 ,� NTS ll OF21 1191 MD-5570.0 1941 A A. LYNN eMkmL6nR•,I MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT & I HEIGHT II , / PER TABLES 1 & 2 MA NOM. PANEL WIDTH PER TABLES 1 & 2 I C MAX. UNIT HEIGHT PER TABLES 1 & 2 NOM. PANEL WIDTH PER TABLES I & 2 MAX.. UNIT HEIGHT CCC111 PER TABLES 1 & 2 1 11 MAX. UNIT WIDTH I VOM. PANEL WIDTH MAX UNIT KMP / HEIGHT PER TABLES 182 2-PANEL CONFIGURATIONS VIDTH —y 1 I� / I UNIT W IDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PAN �1 PER TABLES I&2-, I PERTAE I MAX. UNI� I MAX HE I HEIGHT 1&2 / / / I^ Ig PER TABLES TABLI IN wnA IN �J MJ 3-PANEL CONFIGURATIONS NOM. PAN PERTAE MA) - HE PER TAI v 1 A Lail (gyp (�.l A V v v v v v NOM. PAN _ PERTAE a FJ c� MA) I^ HE I PER TN 6-PANEL CONFIGURATIONS :L WIDTH LES1&2 MA)(. UNIT WIUIII UNIT GHF ER S1&2 NOW PANEL WIDTH PER TABLES 1 & i F— 1 MAX. UNIT I€ HEIGHT & PER IN TABLES 1 & IN L J 10P I - !cE I Is TIoll I - I is El# El "X"=OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB PANEL LOCATIONS. EXAMPLE: 4-PANEL X)M IN POCKET (p) CONFIGURATION CAN BE pXXXXp, px)= OR XXX%p. OXXX IN V=INOPERABLE P'=POCKET POCKET CONFIGURATION CAN BE OXX(p. 2) 90. & 135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. HUT 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 .11L0.N.4F AFSFM6) 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR !—SHEET N. VENICE, FL34275 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE-472.656FT' NUMBER (941)480-1600 LET.OF/NIHI Sc ED St. LUole County 1 Ig Im J NEL CONFIGURATIONS DLO WIDTH =NOM. PANEL WIDTH -"116" NOM. PANEL WIDTH = PANEL WIDTH * 1-3116" DLO HEIGHT =DOOR HEIGHT-11-1116, PANEL HEIGHT = DOOR HEIGHT- 2-1/2' VINYL SLIDING GLASS, DOOR NOA(LM) 10/05/15 EXAMPLE CONFIGURATIONS jm` JROSOWSKI NO CHANGES THIS SHEET. �104/05117 o ,GD-5570 NTS 111 20F21 2£ MD-5570.0 11A V PRODUCT REVISED 9uIIEplyln9 IN Ne FION4a ln9 GaOe NOMNa. 17.0420.06 * No. M705 DETAIL Bi AsrRlca FALwG FM. ' I-�— 1/4" MAX. TYP. ANCHOR TYPE. I et MAx ze•o.c. EMBEDMEM AND ' EDGE DISTANCE PER SUBSTRATE, SEE 4 TABLE A. SHEETIB DAYLIGHT K INIEwoa NOTE S. BELOW ., j�-OPENING"^j ze — -- qe I WIDTH I o P EMBEDMENT - .. LLJ'J_ll EDGE 4\, / 1XOR2XWOOD SUCKSTRIP. SEE ANCHOA NOTE 3, SHEETI PLATE AEVERANCHOLOCATIO DETAIL A2 2X WOOD BUCKSTRIP OR wrozxwoOO FRAMING, SEE ANCHOR 1B NOTE 3, SHEET 1 HEFT, TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1& I NOTE 3, BELOW L EDGE 1/4" MAX. EMBEDMENT METAL TYP.,SEE ANCHOR DETAILC1 DETAIL DI NOTE 4, SHEET 1; MIN. OF 3 INIERLpCK Vpp rmrAl THREADS BEYOND THE METAL SUBSTRATE FRAME WIDTH MOUREDRDOOR NEIO IS OVER 99• °1 I I `��z ��SEENOTET6EE NOTED, x1 p x0 114"MAX. THIS SHEET I I 8 EN58. THI95HEETaz EMBEDMEM'smwno,Twc°HEEra �X 3/4' SMS REINFORCEMENT SCREW; 7 TYR,ANCHORTYPE, HORIZONTAL SECTION(XXXSHOWN) RSTILE,LOCATEDATCENTERLINEANDfi', EMBEDMENT AND 9' 812" FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER DETAIL 62 SUBSTRATE, SEE DETAILC2 DETAILD2 TABLE A.SHEET I& INIERLOCH INTO FU501RY 1 _ ASRNGAL NOTE 3, BELOW FAGNO INT. REOUIREOIFOOOR EMBEDMENT DAYLIGHT 21 RBB• OPENING x1 HEIOHTISOVE1/4'MAX --r1 \ \�! LI ----� PRODUCT REVIS Imo— a WIDTH I �j>, EDGE I compl in wINR DISTANCE Noq-Ne p + IL�q I I e. , 17.0. SII SEE NQD: S,TKSEET T I I ftplmUon DRto 0411 m n e a es za a TYP. ANCHOR TYPE, I I mi EMBEDMENTAND fP q mlam-O eRro uc EDGE DISTANCE I I PER SUBSTRATE, SEE TABLE A, SHEET I a I EPER4$MAx d d 18NOTE 3,BELOW it IT,iTFpGg I EESHk 19 FFTT PANEL WIDTH L Y_ - CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) INTERIOR OR FIXED PANEL CLIPS T` YLY ' NOTES 1) DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS, RDNFORCENENTTYPES(SEE NOTE a, THIS SHEET 2) REFER TO ANCHOR NOTES, SHEET I. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR FOR A1LOCM6.LE, ASTag0p 1 O O ANCHOR QUANTITIES, SEE TABLES I & 2. ST1ILE 41 CONTINUOUS ANCHOR PLATE ITEM US IS REQUIRED AT ALL Nowzoara-RAns FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. O S)SEE TABLES I& 2 FOR REINFORCEMENT REQUIREMENTS. ALL INmuocls Q f0a REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. sTnuOARO 7) SEE SHEET 20 FOR SCREEN DETAILS. ANCHORS, SEE EXTERIOR DIRECTION. 11 SON..... N)v41, DETAILSHEET19 ALL PARTS IDENTICAL. d�.•'UGENSF':�C��� P' NO.58705 •� v: - 70 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 JROSOWSKI INSTALLATION, HORIZONTAL XSECT.% 0q. STATE OF ':ryTs,'•.`.��?��?%' G\�4.` 'o;�NALIE�t�` NO CHANGES THIS SHEET_ �1 04/05H7 �$ ALYNN Wuam FE 3GD-5570 ,� NTS 30F21 �+ 3$ MD-5570.0 A CONCRETEICMU PERANCHOR REQUIREMENT TYP.ANCHORTYPE,EMBEDMENT DETAILE2 AND EDGE DISTANCE SUBSTRATE, SEE 1 & NOTE 3, THIS SHEET EDGE DISTANCE PER I mwaoD TABLE A, SHEET 2X WOOD BUCKSTRIP OR Typ ANCHOR TYPE, EMBEDMENT FRAMING, SEEANCHOR MIDEOGEDISTANCEPER NOTE3,SHEETI SUBSTRATE, SEE TABLE A SHEET EDGE 1&NOTE 3, THIS SHEET _ DISTANCE EMBED- MENT ANCHORPLATEAT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT 1/N' MAX. GROUTAS EEDED. SEE 5, 114' MAX. J 1X OR 2X WOOD BUCKSTRIP, SEE ANCHORNOTE3 SHEET FOR LOCKSIILES, AS pAOF FUfEN11I S AND HOR¢ON RAILS FRAME � sEE HEIGHTWm mc. H S SHEET t� F az 114° MAX. DETAIL E3 INm Mh40NftY CONCRETElCMU PER ANCHOR REQUIREMENT EDGE7. \\7. STANCE {{pqyy .. asp •::.% '+ EMBEDMENT DETAIL E4 INro NETAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, MAY E VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT MAX Z°J / TYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND L EDGE DISTANCE PER SUBSTRATE, SEE Z EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET I & NOTE 3, THIS SHEET TABLE A. SHEET I & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8X 314°SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1&2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9'FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOF EXACT DIMENSIONS. RHD E L E,TS .390-1 1— T 43 �.390 1.T93 /H345AL30APPLY .82Z 2887 1.917 + O80 2-12'=TOTAL ,060--�0-°— SILL HEIGHT SILL RISER O(242'TOTAL SILL RISER 4s (3-12°TOTAL SILL HEIGHT) SILL HEIGHT) DLO WIDTH =NOM. PANEL WIDTH - "/16- DLO HEIGHT = DOOR HEIGHT-11-IH6° PANEL HEIGHT= DOOR HEIGHT -2-12' 390�I F� 390 � I` 1 2.947 2.370 4.041 3.464 .060 .080 SILL RISER SILL RISER 41 (4-1/16-TOTAL O(45/8'TOTAL SILL HEIGHT) SILL HEIGHT) PRODUCT REVISED as complyingg with the Florida Dp114ND CONp NOa-xo. 17-0420.06 aphaooa Orta04/14/2021 EMBED- ' > EMBEDMENT TANCE * J No. 58705 MENT •, . ' ••' ; I. �g VINYL SLIDING GLASS DOOR NOA (LM) 10/05/16 ❑ - *= ••` TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, dINSTALLATION, VERTICAL XSECT. StJROSOWSKI A•'•. �' �J•�; DISTANCE EMBEDMCNTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND D SOT STa7E of ;•tv; EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE cpAwmpomtr p(irllm.KRYFS.e1D. NO CHANGES THIS SHEET. 04l05/17 '�l4`s°TOR10P,.+'Yc��� CO, CRETE/CMU PER SUBSTRATE, NOTE 3, SHEETI PERSUBSTRATE, w.mcHnptsOrvFn / NG �� PER ANCHOR DETAIL F1 BEE TABLE A, DETAILF SEE TABLE A, 1070 TECHNOLOGY OR �'gt�NALtEp�`� REQUIREMENT SHEET 13 NOTE 3, SHEL71&NOTE 3, N. VENICE. FL 34275 prf0 M4SONRV INTO WODD (941)-480-1600 gg gg 6 ALYNN MUM. RE THIS SHEET THIS SHEET e- .,,,•,-,,,,,, gSGD-5570y MS � 40F 21 $ MD-5570.0 �`$ A pFJli4rla m t W13 •[ I aI s OOFAII L] 005 d Iss• OIITSDECORNtTt EA OR 1 I9 v b b N 1 80° DETAIL H1 "m ❑ tuxtaB•oa. w CORNER ^^ EXTERIOR RI e�NsiDS M m E%IERIOq 9B b•O.C., 0I 36-O. , IVl SEED SEE SHEET 19 W ,Y1 II PRODUCT REVISED Q�^o Ll--u®0 en cemplYo 4 9 -Ith the Flotl4e Do C NoaJia 17.0420.06 Expiration Date 04114/2021. NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATIONS SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. B VINYL SLIDING GLASS DOO1�2R NOA (LM) � 10/05l1: CORNER ASTRAGAL HORIZ. X-SECT. 11S JROSOWSKI e �>mnw.e..•, a:..�,1.R,R�Et�N,_ 61 NO CHANGES THIS SHEET. 04/05/17 NTS IMI 5OF21 ij€I MD-5570.0 No. 58705t. * it DETAIL 11 DETAIL 12 OPTIONAL NON- txroxusOxar IxrG xFsoxar STRUCTURAL ANCHORS FOR •"I"= 4 EDGE INTERIOR POCKET Ix log 8131 u -TYP. ANCHOR TYPE, EMBEDMENT DISTANC ' JAMB F y 23 F AND EDGE DISTANCE PER • INTERIOR POCKETS MUST SEE FIG I. v SUBSTRATE, SEE TABLE A, Tws sHEEr m SNEET i $NOTE 3, BELOW H INCLUDE A NONSTRUCTURAL. FRAME JAMB TO REDUCE THE 1° POSSIBILITY OF WATER 21 INFILTRATION. j L �i/4"MAX. 1s ti OPT. EMBEDMENT POCKET BY OTHERS, SEE NOTE 6 BELOW. ' ... -�.:. ... MBE MENF•�. •:: ', '..51e 1/4°MAX. q o OPT. 15 ANCHOR CONCRETE/CMU SEEFIGI. 1 C� TYP. ANCHOR TYPE, EMBED MENTi• €p93 WIG SHEET AND EDGE DISTANCE PER T� EDGE PER ANCHOR u n SUBSTRATE, SEE TABLE A, SHEET I DISTANCE REQUIREMENT & NI TE 3, BELOW INTERIOR POCKET EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER METAL TYP., SEE ANCHOR NOTE SUBSTRATE, SEE TABLE A. SHEET.I 4, SHEET 7; ANCHOR LENGTH TO 8 NOTE 3, BELO BE A MIN. OF 3 THREADS BEYOND EDGE THE METAL SUBSTRATE DISTANCE EDGE DISTANCE OPT. ANCHOR DETAIL 13 nrto xETN. EMBEDMENT 11 OPT. EMBEDMENT q 114" MAX, 0 MAY MAX [ E E v f0 SEEFIGI, lj THIS SHFJT NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONF 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FORANCHOR LOCATION 8: 4) SEE TABLES 1 & 2 FOR REINFORCEMENT R 5) INTERIOR OR EXTERIOR POCKETS APPLIC, 6) POCKET WALL OR CAVITY IS NOT PART OF AND REVIEWED BY THE AUTHORITY HAVING • EXTERIOR POCKET FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. TENTS. t ALL INSTALLATION METHODS. IROVAL AND IS TO BE DESIGNED BY OTHERS TION. FOR DOOR HEIGHTS Bfi° AND LESS: 81 Cl d O.C. I 2X WOOD BUCKSTRIP OR PRODUCT REVISED FRAMING, SEE ANCHOR pBull° ppmplyinOE g wl0 M. Fla°ma NOTE 3, SHEET 1 xo4-x.C. 77-0420.06 IT. ANCHOR GpTntim D.A.04N4/2021 DETAIL 14 INTO WOOD VJ'Ilf F%TEAIdi .'`pNY �YNN EXTERIOR POCKET �Z;: 1:wEx'sF VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 * j No. SBT0.5 1 pi g P-HOOK EXAMPLES HORIZ XSEC7& J ROSOWSKI A :� 'STA O 1 c a NO CHANGES THIS SHEET. �� D4/05/17 '. C;t•'•.`.�aalo@,. NTS III 6OF,21 loll MD-5570.0 I Design Pressure (DP) and Anchor quantities Required, (for all approved configurations on sheet 2) Use this table for. Door Unit Height 80. e4' 88° Glass Types 1, 1A, 3 ar 3A 68-15/18' DLO Height 72-15/16' DLO Height 64-15116' DLO Hdght Astragal Relnbmement OZ) Anchor Geup AnchorGroup Anchor Group Lookalile Relnlomemenl#25 v#26 A B C D A I B I C I D A B C D Sid, bderlook Relnfisfcentnt #27 Design Pressure +W/.Wpst +601- ps7 +60/-60psr 1&1/e' N C3+1 p+1 C3+1 C3+7 C3+1 C3N W+1 C3N C3+1 C3+1 C3+1 G3+1 24' UO 6 5 5 5 5 5 5 5 5 5 5 5 Width Wu lh 7 7 7 7 7 7 7 7 8 B e e sure +6p/•60 ps! +601-60ps] +60/-60 ps1 25.1/8'3l C3+1 C3+1 C3+1 C3+1 C3+1 (:3H C3+1 C3+1 C3+1 C3+1 C3N C3+1 3W DLO hDeslgnPMsSuM 5 6 5 5 fi 5 5 5 5 5 5 6 Width 7 7 7 7 7 7 7 7 8 8 8 6 ssure +60/-60ps/ +60/-Bops( +60140psl 31-11W111 C3M C3+1 C3+1 C3+1 C3+1 C3+1 C3*1 C3N C3+1 C3+7 C3N C3N36' VJWN 6 5 6 5 5 5 6 5 5 6 5 5 5 P4mok 7 7 7 7 7 7 T 7 8 8 8 8 a Design Pressure +60/-sops! +601-60ps/ +60/-Bops] 37-1/8' HeadlSlll C3+1 C3+t C3+1 C3+1 C3+1 C3H C3+1 C3N q+1 C3+1 I C3H C3+1 42' Jamb 5 5 5 5 5 5 6 5 6 6 6 5 5 Widtidt h P4wk 7 7 7 7 ] 7 7 7 8 8 e 8 Design Pressure +s0/-60 ps1 +60/flops/ +601-60ps] 43-t/s° HemVSfil C3+2 C3+1 C3+1 03+1 C3+2 C3+1 C3+1 C3N CS+2 C3H C3+1 C3+1 48" DLO Width ,lamb 5 5 6 5 5 6 5 5 5 5 8 5 P-hook 7 7 7 7 7 ] 1 ] 7 8 8 e e USED IN EXAMPLE ON SHEET a TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSERVALUES OF EITHERTABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) OF. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF 80, *DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2.3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11.16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, OR ,/SHTHE MAXIMUM DP AT THESE ANCHOR S. THEMAXIMUMDPATTHESE ANCHOR QUANTITIES. MUST BE .THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE B1. THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ~ TOTAL # OF ANCHORS THROUGH THE JAMB. - THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE DI: Water-Un lted (+) Design Pressure Sig Raw Nom.SglkAlh%d HeighNone P 1-WIW42 2d/2'43 34/2'44 47/18'45 4518'i 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 -B-9116' DLO HEIGHT = DOOR HEIGHT-11-1/18" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" YL SLIDING GLASS DOOR NOA (LM) DP S ANCHOR QUANTITY TABLE al JROSOWSKI NO CHANGES THIS SHEET. 101104105117 u 3GO55701 NTS 1 7OF21 III MD-5570.0 IJ91A ExplrnNon * :: No. Sam a A. MN WLLM PJL P.E.e68705 Design Pressure (DP) and Anchor Quantities Required, (for an eppmued configninal an Sheet 2) Use this table far. Door Unit Height Glass Types 2 or 4 so- I ad' 96' 108- 120' 68.1916- DLO Height 72-1916- DLO Height 8445/16' DLO Height M15116- DLO Height 100-1N16. OLD Height Astragal Reinforoement 029 Arches Gmtp Anchor Group Anchor Group Andwi-Graup Anchor Group Inckslile ReNbrcement 625 A B C O A—F B C D A B C D A B C D A B C D HD Iatedock Reinbmement 928 Design Pressrue +100/-/00.psf +100/-100psf +fool -loops( +60/65psf +60/-65ps1 HeadrS111 C3+1 C3+1 C3)7 C3+1 C3+1 C3+1 03+1 C3+1 CS+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+I C3+1 C3+1 C3+1 C3+1 C3+1 24' DLO Jamb 5 6 6 6 6 6 5 6 5 5 5 B B 6 6 8 6 B 5 Wltlih 1 1 -F-8--F P-Oaok 7 7 7 7 7 7 1 ] 7 6 B 8 8 9 1 9 1 9 10 10 70 10 Design Pm.= f10o/400ps1 +100/-100psf +1001-lOopsf +60/65ps1 +60/.65psf 25-IIW HeadlSgl C5+1 l�+i q+1 C3+i C5+1 G3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 W+1 C3+1 C5+1 C3N C3+1 C3+1 30° OLD Jamb 5 5 1 5 5 1 5 1 5 1 6 1 5 5 5 7 5 6 8 6 e 6 6 B 1 6 Wldlh P-hook 7 7 1 7 7 1 7 1 7 1 7 1 ] B 8 B B 8 e 9 9 70 10 10-1 10 Daslp Pressure +IW/-Iwps I +100/-100ps1 +100/400psf +60/65psf +60/-65ps1 31-Ire' HeadlSgl C5+2 11 C5+1 C3+1 I C542 I C3+1 I C5+1 I C3+1 C5+2 I C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 CS+1 C3+1 C5+1 C3+1 3W DLO Jamb 6 5 8 5 5 5 6 5' 6 5 7 5 6 6 B 6 6 6 6 6 Width S P-hook 7 7 7 7 7 7 7 7 8 a 8 e 9 B 8 8 10 10 10 10 Design Pressure +10o/-too Psr +100/400psf +100/400ps1 +60/65 ps1 +60/-65psf c 37-W HeadlSul C5+2 C3+2 rS+2 G3+1 C6+2 C5+2 C5f2 C3+1 CS+2 C5+2 C5+2 C3+1 C5+1 C3+1 05+1 C3+1 05+1 C5+1 C5+1 C3+1 n. 4T DLO Jamb 6 5 7 1 5 1 5 1 5 1 7 1 5 5 6 B 5 6 6 B fi 6 6 7 6 a Width ,5 P-hook 7 7 7 1 7 7 1 7 1 7 1 7 B ` 8 B 8 e 9 1 B 9 10 10 10 10 iDesign Pressure +f00/.100psf +f00/-100psf +921.92 psf• +60/65psf g31/8' Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 CSf2 C3+1 M C3+7 48' DLO Jamb 5 5 7 5 5 5 6 5 5 6 0 5 6 6 7 6 8 WHth7 7 7 7 7 8 e 0 a B B 9 e 8 9 10 Design Pressers +60/6opsf +80/-80psf +80160Psf +60/65 Pat +M..1/68.7psf 49-118' Head1501 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3*2 C5+2 C6+2 05+2 C3+2 C5+2 C6+2 C5+2 Cfi+2 C5+2 C5+2 C5+2 C5+2 54- DLO Jamb 5 6 8 5 b 5 7 5 5 5 8 5 8 6 8 6 6i 6 B 6 WMth T. P-hook 7 7 7 7 7 7 7 7 e 8 8 8 B 9 9 9 10 10 10 Dsslgn Pressure +80/60psf +80/-80psf +80/60psf +59.11-64psf +49.6/63.7psf 65.1/8' Heatl/581 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 06+3 C3+2 C543 C542 C5+3 C3+2 C5+2 C5+2 05+2 05+2 C5+2 C5+2 I C5+2 I C5+2 60' DLO Jamb fi 6 6 5 b 6 7 5 5 5 B 5 6 8 B 6 8 6 8 e Wklh P4mok 7 7 7 7 7 7 7 T B B a 8 9 9 9 8 10 10 10 10 •+/-IUU.0 YJF I -UK IWGMUK VKVUYS H. l:6 U. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUA6TTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD 8 SILL. (EX: FOR C3+1, 3 ANCHORS �— CLUSTERED AT PANEL MEETING POINT AND 7 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE i OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAN i O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE TA RI P 99 Water -Limited (+)Design Prees ms SIII Rear Nam. SIII Helghi Miss. (+) DP Allotted Nolte 1.11116" See Natal 42 2-1Yt ♦38.7ps1 43 3-1/2" +60.Opsl 44 4-1116' -80.0 psf 45 46/e' +100.0 pet DLO WIDTH= NOM. PANEL WIDTH -B9/16' DLO HEIGHT = DOOR HEIGHT-11-1116' PANEL HEIGHT = DOOR HEIGHT-2-1/2' PRODUCT REVISED ply a gEu MM No Fbrltla BUI1Gine Ca NoA .. 17-0420.06 IbnW. l°n Data 0411412021 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REOUIRED,THE LESSER VALUES OF EITHERTABLE 2 VINYL SLIDING GLASS DOOR NOA (LM) gj 10/05/15 =* Na. 58705 '. * _ v , — �70 '•, �-.r �� QUANTITY TABLE �JROSOWSKI ANDTABLEB2DETERMINESTHEWATERLIMITED+DP.DP&ANCHOR ;OT •., s 6 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. ® cairaiautomn ionxousrais,Nc. NO CHANGES THIS SHEET. 4rc� 04105117 . R '1 ... ..+ OIDP.'G,\�� 3) SEE SILL RISER TYPES ON SHEET 4. "unr+nsnrsin're° �� `r 110, 1070 TECHNOLOGY DR 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. N. VEN ICE, FL 34275 5) REFER TO ANCHOR NOTES, SHEET 1. 6)SEE SHEETS II-18 FOR ANCHOR LOCATION &SPACING (941).480-1600 Ran. eiaVllt% B �SGD-5570 NTS 8OF 21 qq 64 MD-5570.0 �9 A aLYNu un>_e,,re. P.EaSe705 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQWR D MEAD SPACE INFERIOR POCKET, 48'%eb°MOM. PANELS, 01MRIORPOCIETS 6• CENJEf1LNE DF INTERLOCK CENTERLNE SEEFlGURE BELOW FORADOITIONAL OFINTERLOCH ANGHORINFORMATION. CENTERLINE INTERIOR MOUNT LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, NAX CENTERLINE OFPANELI CENTERLINE OFPANEL2 OF PANEL) PROJECT DESIGN PRESSURE REQUIRED: +48,21-58.6 PSF POcmTBV Ij OTHERS. SEE NOTE B, SHEET6 •+YANCHORAGE, 5 Mom'WmJ SHEET I2 YANCHDRAGE,MT12 '•CLUSTER. 6HEET 12EXTERIORSIB:EF 12 SHEET I2 END ANCHORAGE MIN I ANCHOR) SEE POCHETJMO INSTALLATIONON HEAD ANCHORAGE DETAILS OPT. ANCHOR E%lEmoR emjmN -. NONSRRUCNRALANOHORSMY n TO BEAODEDWFIEWMA EWDTO PXXX(&TRACK) - MAIDIN ALIGNTHEHEAD OR SILL IFA Q AUGNMENT SPUCEOCCURSWITHINAPOCKET. SSPDCE INTERIOR ILL L�GENFERLINE OF INTERLOCK I_ CEUFRLME SEE I- ANCHOR OF INFERLOCK FIGURE 6ELOWFORADOITIONAL INFORMATION. 6' CENTERLINE CENTERLINE I CENTERLINE MAK OFPANELI 05PANS.2 OFPANELJ POCHET BY o EXIERIOR INTERIOR OIHERs'SEE 0 o 0 SHEETS yp. vYANCHOPAGE, 25-M MAK 6• ANCHORAGE. SHEETII v2•ANCHORAGE, MA%. SHI]T 11 •m.c usT R. •tl•CWSTER, SHEET II EMIOR 11 eHEET11 ENCHOR) 1z•NA1L 21.6• FRAME JAMB '6EEPOC1a•:T.NMB (MINAA �EnR V MAX REQUIRED® INSTRLLATiONON SILLANCHORAGEDETAILS O.C. INTERIORP EFS 5HEET6 PX(3-TRACK) - PRODUCT REVISED ' 1 KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES) &2 ryInwith lbe Florida euming FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +482J-5&6 AT NOM. PANEL SIZE OF 4W X 84°. FROM TABLE I, SHEET 7, THE END PANEL ANCHOR EXCEPTION: Code. hlc" . 17-0420.06 DESIGN PRESSURE IS+80/SO WHICH EXCEEDS THE PROJECT DESIGN DISTANCE rD I•E1.T ausFGR iEtPlnuen Date 04H4/2021 PRESSURE REQUIREMENTS. TOBE25 ,O.O.MLESs B2 FOR WOOD INSTALLATION USING ANY H6ad181I1 03+2 mlam -Da uc Gon<rol ANCHOR IN GROUP A(SEE TABLE A), TABLE Jamb 5 ISHOWSANCHORREQUIREMENTSOF:2) =CMT�E ANCHOR LOCATION DETAILS, CAN BE FOUND ON: rMAX. HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'CW CLUSTER ANCHORS AT ANEL 6MA1L THE INTERLOCK/ASTRAGAL FOR BILL (SHOWN) AND HEAD, ANCHORSATTHE GPr.ANGHOR TDaDIN HEAD(INTERMEDIATE ANCHORS): SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLYREOUIREDIFTHE ,wGnmENr MIDSPAN OF EACH PANEL O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMS SILL (CLUSTER ANCHORS): SHEET 11FOR THE'C3- CLUSTER ANCHORS AT 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS .�`T1IYLYNtV ON. THE INTERLOCKIASTRAGAL ANCHORAGE ANCHORAGE SILL (INTERMEDIATE ANCHORS): SHEET II FOR THE'+2 ANCHORS AT THE PER THE FIGURE ABOVE: DETAILS DETAILS MIDSPAN OF EACH PANEL N.. 58]05 JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 = * : FOR PRODUCT REFERENCES ALSO SEE: FROOK: 7 ANCHORS, SHEET 13 FOR GENERAL A) SHEET 2 FOR ALLOWABLE CONFIGURATIONSAND EXACT LAYOUT. EX. STRAIGHT DOOR EXAMPLE &'JROSOWSKI : - 13.� 1 :'441_ OF CROSS-SECTION DRAWINGS. LOCATIONS B) SHEET 10 FOR SPECIFIC GLAZING TYPES, 3) INSTALLATION DETAILS INTO WOOD CAN c MIMMT 2017 P�m9E�ers,wn � NO CHANGES THIS SHEET. ��@ 04/05/17 C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR Ll. 'G T/]I/ONALE IIs� 0)SHEETS 4&18 FOR EXTRUSION CROSSSECTION DRAWINGS. HEAD& SILL: SHEET 4 N. VECHN 34275 LIILIIIIIITI� E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEETS eal�ae SG0.5570� NTS 90F 21 a M0.5570.0 �8 A ALMNM6IER. P.E. F) SHEET 21 FORA BILL OF MATERIALS. P-ROOK: SHEET �A.o PPF6mm VIV NOM. a EXTERIOR PRODUCT IS•EXTERIOR- GLAZED' IFd80SIIS O TOWARDS THE EXTERIOR, I a INTERIOR PROOUGTIS9NTEWOR- GLAZED-IF P60.S11S TOWARDS THE INTER100. SEE NOTES. THIS SHEET GLASS TYPE 1 0 7116- NOM. 3/16" HIS GLASS .090•INS PAINTED/ 3/f 6'HS GLASS -LAMINATED SURFACE O at UCIS 7/31-ASS TXTR PRODUCTTIARM11RIOW D 81 13 GLA59 TOWA S THE TOWARDS THE E%TERIORI 911E —� I a IN E OR I PRODUCTIS•INTERIOR- I T9 GLAZED' IF d6De113 TOWARDS THE INTERIOR 0 SEENOTE2 THISMEET GLASS TYPE 1A 3M6• 3M6- 711V) Wi6' NOM. YI5- HS GLASS-, 090'SG PAINTED/ 3116• HS GLASS /LAMINATED / SURFACE �(1 a EXTERIOR PRODUCT IS•EXTERDR- 171W Nam. GWE09F NMI IS TOWARDS THE EXTERIOR. SITE aIHTERI. I PRODUCT IS OR- ie GWED'IFNMI SI TOWARDS THE INTERIOR. 85 SEENOTSZ TH A SHE" GLASS TYPE 2 1d1ITNOM. 71IWAIRSPACE PAINTED/ —LAMINATED ex ORn SURFACE \lam 1-iM6' NOM. 3116"ANN SURFACE , / SURFACE aEXTERIOR / �( PRODUCTISMXTERIOR- 718'NOM. GLAZED• IF f16M'S 1 718•NOM. GLASS TOWARDS THE EXTERIOR O I GLASS SITE I SITE INTERIOR \^ PRODUCT I=2-831IDR- iJB GVZEtl'IF9B4-095 i9 TOWARDS THE INTERIOR. Sfi SEENOTEZ THIS SHEET GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED --=TEMPERED 1-1/IVNOM.F "PVB•=.090" TROSIFOLO PVB INTERLAYER BY KURARAY AMEFUCA, INC. "SG•=.090"SENTRYGLAS®INTERLAYER lZURFACIF BY KURARAY AMERICA, INC. PRODUCT REVISED a9 cotepbin3 With the Floddo ED/ BlfdiA,Me ATED NOA-No. 17-0420.06 •..H,,,O.,,. rote neHnnml C(U� x-INT. GLASS -INT.GLA93 Y° N, cxl - it KODISPACE IDS SUPER PROWCTIS'EXTERIOR- I GUWARVS THE TOWMO$TIE E%TERIOR PROOUCT19•EX]ERIOR- I )IB'NOM. TONAD"IFHE-EXTE O TOWMtS THE EXTERIOR WGLASS 8Y --' duct miero a DelOm ]S >S 4SG TPS GLAS9 I GLASS ® CAP ER NXTTN I � O i I BNE SITE a a� ALUMINUM PROOUCTIS9MERIOR- I PRODUCTIS"IM NOR - I REINFORCEMENT pOLYISO- DESICCANTFILLAREA GLA)EWIFd02.631S i9 GI-831$ I O BUTYLENE 6I16' NOM. TOWARDS TIE INTERIOR I TOWARDS THE INMRIDR 6MT NOM. SEAL m e9 BUTYL SILICONESEAL SEENOTEZ SEENOTEZ ROLL -FORMED DESICCANT STAINLESS STEE Tres SHEET GLASS TYPE 3A rlwsnEET GLASS TYPE 4 ��X`1t1tYLLYN , ,(41 4 EXT. GLASS NOTES: ,�N........ �` •fir ' ' EX'. GLASS 1) BACKBEDDING SURFACES SHALL-�` NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA (LM) 1010SM5 _ * : No.53709 *: TNT. GLASS INi. GLASS 2)PROORO MAY XTERIO EITHER LA INTERIOR OR EXTERIOR GLAZED, g a GLAZING DETAILS Ia JROSOINSKI =M0 _ ='J3% •(G Tu PROVIDED THAT THE "HS" SURFACE ® �� :OT6., TEO � ODURASEAL ® 1B LEDGE OF A GLAZING UNIT COP R RI02017 PCTwwuTueS,l . NO CHANGES THIS SHEET. ul.wcxrs RESEMED 04/05117 .Bf /'IFS. ' SPACER SPACER AD EREDI OTHE GLAZINGNATED GIS 1N.VEETECHNOLOGY ICE PL34275 (c9100E 27 02 4r oT Alm .Itm�e SGD55701 NTSIII MO 5570.0 r A A. pE.M�66>Ofi PE SILL CLUSTER ANCHORS LAYOUT: ASTRAOALOR IMERLOCK MMEMINE 4" E%TE�1RIOQ V 2-TRACK(=TER ANCHOR LO m= ASTMOMCR IMERLM 4" CEN E WNE 3TCHORLOSTER'GP ANCHORLO(MTION9 M MO 011 4' MTMCKCLUSTER 'W-' HORLOGTIONS ASTMOALOR INTERLOCK CEMEItLINE 4" E%IE�'NIOR V F-TMCKCLUSTQ ANCHORLOGMM CEMEmRIINE 4' ERIOR 3.22" �J STMCKCLU9 ANCHOR LOGMTKIMNS r�- NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK DISTANCE IS 2.375' 2.376" DISTANCE FOR ALL SILLS: LTMCKCLUSTEA 'CS'ANCHORLOGTIONS PANEL CENTERLINE QTERIOR 2TMCK INIERMEMM PANEL CEMER E EMjE�R�IOR tJ }TMCK INTERMEIMM 'WMCHORL(GTION '+1 MWORL➢ MN PANEL CENTERLINE 4' E%TPEjRION v 2-TRACKINIERVENATE '+2'gNG lORLOCATION9 4' 1TMCKINRJTMEDRM ' Y ANCHOR LO(ATIONS PANEL CEMEP W 4' EIRIE�IRIOR V .-TMCKIMFlU1E W SMMORLOCAMW CENTERLINE 4- IEjRIOR 3.22 J }WANW RLR TNTE '�3'ANCHOfl LOCATIONS PANEL CEMETAINE 4' '+2'ANCHOR lOG110N5 NOTES: 1) ALL DIMENSIONS SHOWN ARE BAE 2) TRACK -TO -TRACK 4TMCKIMERMEMA 'K1' ANCHOR LOCATIONS ON MINIMUM ALLOWED. DISTANCE IS 2.375' 2.375' FOR ALL SILLS: W HeaN3B PRODUCT win the0o.la. eulia'my �o°tll`I( LYN/vr"',, d7j Jamb 5 P-hadc 7 NOA-No. 17.0420.Ofi SON........,, �.41;•'�tCENSF'•7 `:' eepj.uonoat 04114/2021 - * ; No. U705 �. VINYL SLIDING GLASS DOOR NOA(LM) IOIOW16 ANCHOR LOCATIONSA �S JROSOWSKI ey Riam -O o Pm uct Contm ; -0 ; %�O`., nre a�;: �. NO CHANGES THIS SHEET: 04/05/17 '°TORIOP \� ��'ocsyy "N••"�0?��`�` ONAL E z� O L rrlrn 1l1 11 P` SG�NTSS A 1 MD-5570.0 $ AND-5570.0 $ A A'LYNEa P.E �ALOR INTERLOCK q" CENTERLINE EXTER 322• 2- R KCLIISTE ANCHOR LMAMON 0 32: 9-TPACKLLUSTER'C�' ANCHOR LOCATKIN ASNiAOALOR INTERLIX-K—�I 4' gTRACK CLUSTER 'C ANCHORWCAMNS NOTES: 1) ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON 2)TRACK-TO-TRACK 2-DS3S I DISTANCE '. 2.37V FORALL S AEAAGALOR INTERLOCK 4° CENTERLINE EMERIOR 322" s-mncKCLusTER•cs ANCHORIOCATION ASRNOALOR N�ERL m CEMERLNE 4. EXTIEI��TIRI0R +I 322" 1J YTMCKCL119TER'C5" ANCHORLWATIONS ASTRAGAL OR plIERLOCK� CFNTERLPIE ALLOWED. A HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PAWL CENTERLINE EXTTEn-IWOR V 2-TRACKINTERUE01AlE ••rAucHORLocAnox PANEL CEMERLNE EXTERIOR fl 9-TMCK INTERMEUNTE V 't'ANCNOR LOGTION PANEL CENTERUN 4' EKTTET� R 322° v 24RACK INTERNEOIATE 12-ANWORLOCAPON PANEL CENiERLPE 4.75" EXTERIOR fl ZT ACKINTEPNWATE V ' 2'ANCHORLOCAMNS PANEL_ 4" CENTERLINE 322° J LEXTERIOR 2-TMCKINDAIEONTE ••a M=RLa A=M PANEL CENTERLINE 4' EXTERIOR —^I 322° �L }'TRACHIXATE v 3'ANCHOR LORUOCATION PANEL PAAE q• CENTEf81NE WGE CENTFALIN �TETRyIO EXTERIOR EMERNIR 322" +mACKINTIMMWMTE WCATION 4T ANCHOR LOCATION rY 4TFACNORE•r3 LOCAnONS NOTES: Pwwvs PlnrnwroTxEPouwlwaxEAn TALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTEflI/EOI.<TEANW LOGil011i DISTANCE A TRACK 2) T ANCE CE IS IS RAC 2.375° FOR ALL HEADS: PRODUCT REVISED `Ar LI TTT•AA y HemVe 11 5i N04No.ITItl '17-042D.06 � Em Pheok T n `;. EKpiratlon OatnO - *.: A NM 557O5 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B we NO CHANGES THIS SHEET. J ROSOWSKI NTS Ml 12 OF 21 1"1 MD-5570.0 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 4.76° 7.725" Ele" 2.375' MAX. 21 6" HeedIS01 C3.1 JMD 5 MAX Al 7 O.C. IOR - OPT. ANCHOR TO AID IN NOTES: ALIGNMENT 7)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK B° (SIMILAR TO THE2TRACK JAMB) AS MAX jX REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS I 3-TRACK JAMB FRAME ANCHORS JAMB ANCHORS NUMBER OF ANCHORS THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR, OPT. ANCHC TOAID ALIGNMER. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. Lu HaealSlo C6 Jamb 6 P Daok 7 21.6• MAX O.C. �glofl � I MAXI � I 2-TRACK FRAME JAMB JAMB 21.8' MAX. O.C. T 6' MAX �4-TRACK FRAME (3) WEEP NOTCHES SES HES PER END @ V X.600" X .50T ( SILL SI EXTERIOR L'3 (3)TRACK WEEP HOLES EVERY 24°(� 1.12fi' X.190';� (6)TRAC (1) WEEP NOTCH EVERY EVERY 24-24- @ 1.375' X .S00" (1) WEEP NOTCH EVERY 24' @ 1.375-X.500• SILL' WEEPHOLE LAYOUT (2 3 & 4 TRACKS) JAMB SILL (5) WEEP NOTCHES PER END @ 1° X .500" (10) TRACK WEEP HOLES EVERY 24° @ 1.125-X.190'; (1) WEEP NOTCH EVERY 24-@ 1.375°X.600' YL SLIDING GLASS DOOR NOA(LM) 1010511E .HOR LOCATIONS C Im^ J ROSOWSKI CHANGES THIS SHEET. AM04/05/17 NTS JAI 13 OF 21 Igil MD-5570.0 PRODUCT REVISED pl In with the Plodda 6uliam9 gyp. No". 17-0 20.06 No. 58705 .S G ";.S�ONAL tE0 ALYNNNn1EP.P.E _.TERIOR YTMCKaP WRNER n 'WHEIR NORLOGnONS V (USEEWHERE'CS' IS SPEC61m) 1T CKWWRMR 'G'ANGIORIIN'AnDlb (USE WIE:RE'CS Is SPEG FlEO) FTMCK90' WPNER 'Cq' LOGTEtd (USE WHERETERE'C3' IS SPECIFIED) 0D' Hehtl15111 1 Jamb 1 6 p hmk T ERIOR 2-TRACK 80'CORHEA 'CB'ANCHORLOPSPOMSD) IUSpE WpHEpRE'�CS' IS SPEGFlEDf 1 R X x 1 STMCKGO'CORNEA fl TVMCHORLOGTKM9 (13SEWHER11TVISSPECIFIED) SILL 90p CORNER CLUSTER ANCHORS LAYOUT: 4 I 2- R GO'CORNER EMERIOR 'G'ANCHORLO 'EONS (USEWHERE'CJ'19SPECIFIED) V I STMCKPVCGP E EXTERIOR T`-MCHORID vw ,Il„ (USEMBPE TV IS SPECIFIED) v R H F R I 4" 4TMCK GO'COR1✓ER EXTERK)R YA•ANCHORIS Ns (US E WHERE'CS" 19 SPECSPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK mPrwe DISTANCE IS 2.375'HEADS AND E@2376-W2371' 10 N. DISTANCE AN HEADSAND SILLS: N, I 2TMCK W'WPoER 'CS'ANCHORLOGnOW EMERIO ME WHERETS-16 SPECIFIED) I 11MCKG0'LORNFA EXFERIOR 'EMER TSISSnOIa (USE W IRE •CS FS SPEC IFIEO) fGUR6RlTPNTODE RmUI.WDerceRxmeTN ANaoatorwnays: 00' HGEd50 1 Jamb 5 P-hook 7 PRODUCT REVISED as com plyingg MN tha Fl.,Id. NOA-Np. 17.0420.06 aphaUon Date 04/142021 '"COY "/r �. BONY LYN,yr,, . M I i�Lu4 ��tCs-:FLDMOA,.. MERIOR ''LS/ONA IIENG.�. A. MN MRLEK P.E. P.EAM05 VINYL SLIDING GLASS DOOR NOA (I.M) JAI 10/05/16 ANCHOR LOCATIONS D&JROSOWSKI NO CHANGES THIS SHEET. AA04/05/17 NTS1i�14OF21j$4lMD-5570.00F21 jA8lMD-5570.0 HEAD 135' CORNER CLUSTER ANCHORS LAYOUT: SILL 1354 CORNER CLUSTER ANCHORS LAYOUT: ra weiu-rAeowT,°wsPL ANGIdiLIX'AllpB 195' 4". 4" 4° 4° 4° KEnasm + OR 3.22" 4' EMEPIOR 4, EMERIOR �W 5 �L P"m 7 2-TRACK 135•GORNEP " 2-TRkCK13VOORNER 1-TMCK 135'COPNER � TTMGKIAS•GORNER V -WMA ORLO 7014 C6'MWORLOGTKNi3-Cq•ANGHg3L0GTIRb •GS'NKYIOR LOCATpfS _ (USEWHERE•CSISSPEUM) (MEWHEI TVISSMaC D) (USEWHERE'C3'ISSPEGmq (WEWHERE'C5•ISSPEOIFIED) I }T KIWOOWER •GO''ANCHORWO TIONS NSEWNERE' MSPEGF4DI 3TMCK135•CORNER WANCHORLOCATNNS (USE WHFRE'CS' IS SPECIHM) E%TEnflIOR v —�1 1— 3.22" V 3-TMCKIWOollIIER •WMO1ORLO(NkA= (USE WRRE V IS SPE M) 4- �XT��-RIIOR YYY... 3.22" V 3TMCKI W OORWR °CA'ANCHORLOGTIONS (USEWHEREM WSPECIRM) Expirptipn 17-0420.06 1 NO. 5a7O5 1y{YKj�W'• 4' --0 i E%TERIOR EMRIOR u EMENOR EXEERIOR T' TEO �I�I/ n 3.22" 'i tCs'•.;iORIOR,.�'�'�` 4TMCK IASGORNER 4TRACK 115'CORNER V bM%CK 135'LCIUER bi OK1] 00114ER �.iS7oNgL •C MGHORLOCATIOM 'WANCHORLOCATIOM •-MCHORW=ONS - VANCHORLOCATIONS III IIII111\1r" rySE WHEflEC3'Ei &PFC6�01 (WEWHEME '198PWIFffD) (USEWHERE'FTISSPECIREO) (WEWHERE•CS`BWECIRW) A LYNN MN.ER,PE NOTES: PEa537W crwES FERTux roTl�Fonttwmrss•cmrrR 1)DErADIMENSIONS DEPICT AREBASEDON MINIMUM ALLOWED. N. AxrxoRLauTONs: 1 0' VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 135' 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BERY SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS &' JROSOWSKI H nasm Jamb 5 DISTANCE mmvoALLRIGTTaTumusTwPs.wc. d'NO CHANGES THIS SHEET. 04/05/17 P-Molt 7 FOR ALL HEADS tJ� 2.375' 2.375" "TECHNOLOKTIIRMY FOR ALL HEADS AND SILLS: ijOL�' '107. TECHNOLOGY5 �� N. VENICE, FL 34275 (941}480-160D SG0.5570� NTS 15 OF 21 £ MD-5570.0 £ A CEAT.GFAURI f9]BB 4' 2-TPACKSP(ICE 'W MMORLOC Wn (USEWRFAE•CS'ISSPE 2)) EXTERIOR fl }TRACK SRICE V 'G•AMEH IISSMC S (USE WHEPE'LT 19 SPECIFIED) FIRACKSPLICE T{-IWCHORLOW*m (WE WHERE •CT IS SPECIFEO) �IDa 0n �0 SPUc LOCAnCN 4' EK� RWOR 3.22" V 2-TMCKSPLICE .WANCHORWCATIOW (L6E WRFAE'C$' I$ 6PEC61®) SP ICE LOCATON 4" EMERIOR 322" A &T KSMU vv TWANWORLOMONS (U$EWNERE'C6'IS$PE\CIPIEO) SPLwE 4" 1(IC=T 1 FTMCKSPIICE TE'ANCHORIDCATIONS (WE WID:RE-W IS SPEGF®) SILL SPLICE ANCHORS LAYOUT (CD INTERLOCK OR ASTRAGAL: SPLICE OCA pN 4' EXTERIOR R 2RUCKSPIICE v 'Cq'ANCHCRLOCATKINS IUSE WHERE'=ISSPECIFlE01 SPACE LOCATION '4' EMERIOR 3.22" &TMCKSPLICE 'Cd'AN -M'IOCATIC (USE WHERE'C$'I$SPEQFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. +TMCKSPUM 'IOHLOGnONS (USE 5 WHEMHERE'C9'I$$PECIFIED) 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 DISTANCE IS 2.375" 2.375° 2.376° FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. spucE OG PN EXTERIOR I1 2-TMCKSRJCE �/ 'C6'ANLHOR CI (USE WHFAE T$" L9 WSKSFECIRED) 4- aTRACXSPLICE •CS'ANCHOFLOCAMW (USEWHERE" VWSPMIFlED) PRODUCT REVISE, _ 6uild,nOylnD wiN INe Flolltla NOaf+ 17-0420.06 P.>tplra0on Dale 04/14/2021 ``.pl"NY LYry'r•r••, N. 58705 YL SLIDING GLASS DOOR NOA (LM) fi 10105/15 DHOR LOCATIONS F 6� J ROSOWSKI CHANGES THIS SHEET. �A 04/05/17 "A )-55701 NTS Ili 16 OF 21 i4 MD-5570.0 �� A PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE 9 WG E FU C-0 GCNST E AS PAGA ASTMGA oure10E4m Ar GAL INSIOEm• p4TPAGA ourem0tss• AS P GAL INSIOEtas• AS MGA INTERLOCK OUT WTERIfKIf IN SMILE W/HANOLE em'O11T IIIAW REm'AER RECENER RECENQt RECENER INTFAIOROR E%IERIORGVSED E F PP K L L TC TA TV TW ow SINGLE CCK 8 H P A C C SC SA SV SW 11 l MED RR R S S FC FD FV FW smE J W&8 D M J W ,, Lu U) g4TItAE*xc LR T U LL AG GGA N T U uj J BO%m AST* CT CS CF J Il. RECEIVER � A„ AT AS DF OOT.Iss• OLT.13Y VT VS VF REGFJVHA IN, t35• ASTRAGAL r p /T ��/ WS WF RECFJVFR LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE 'P SHOWN. PANEL NOTES: 1) SEE OP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES 8 DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES OW E`LJl RfE C INIx �,\Mti,� PSTRAG0.L OOUSLE M LocK n E N nnn •L J INTERLOCK JLGc16n1-E ASTRAG& SD I---- INSINGLEKDOUBLE INTERLOCK A001101E INIERLGG( [ ...•CI LGCKSTILE UASIMGAL �--I � LGCKSnIE OWRIE py�, �u SNGLE DS INTERLOCK INTFALOCN SLIDING GLASS DOOR NOA (LM) TYPES 11 NO CHANGES THIS SHEET. 3GD-5670 1 NTS 1,11 17 OF 21 ERplretlon `I HIV LYN/y OGENsF 10/05/15 Z } � No. 58703 J ROSOWSYJ =-0" ' %73O '. STATE Ov04105117 MD-5570.0 Borld. P£ 5.875 I I 0 76210.635 125 -50 291 1 rE 0930 2 �0081 .0110OFAAME)W I0IERL AP,"-_ ❑ 0❑ DANCHORPTE OTRACKINSERT 2 TRACK HEADIJAMB (g 4TRACK SILL COVER (PVC) EXTENDED POCKET 5.178 1.000 252 r 21. 060 �I, 2.060 .100 �+ 8250 -7 8250� 1.495 +�}�-may jl� 062 J�1 1.813 f1j'r� .080 rff�on_i p.700 O p� 949TLI_1.813 p �ol�-1Q 1.681 T ��'-'.06211 O80 6Q 6 LLV-� 11 BOTTOMRAIL @OUTER SILL 73 COVER OH 1© P.HOOK ADAPTOR 18 P-HOOK @ 3 TRACK HEAD/JAMB (D 4TRACK HEAD/JAMB -y 7.570 2833 110-H] TOP, BOTTOM ® AND STILE REINFORCEMENT ®3 TRACK SILL SUPPORT COVER 094 r 125 640 S40 j' 291 061 .229.0 2.975 it 2.147 L"- y i I+-3A00 XV500�-i.8�IT •076 1.406 1681 �`.002 F�1�.062 -2 .329A3 0 �XEPERED KEEPER OBARGOVERMENT ©BEMNFORCEMENT @FIXEDPANELCLIP®PE�TEORCEMEM2 TRACK SILL -1.595 r-- ' 3.4 400 ® 13FFj l .120 Jam. la2 '120 11-1 .182 AND STI INTERLOCK A00 E ©TOM RTERLOC .3W @REINFORCEMENT, COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 1.472 .125 9'209 .060 3.713 125 .070 2176 .046 1.500 1 1.170 �'ne ®ASTRAft ER ©135* CORNER PASSIIV MOUNT ®ASTRAGAL OAP, ®ASTRAGAL CAP, EXTERIOR INTERIOR � .912 1.281 210 1 .252- r1261 .173TI1 .065 .062 �71.261 B1 BEVELED ®BEVE�DBEAD @OCE� D OGEE SQUARE BEAD AD 1.695 .125 2.696 .312 070 2.210 .075 090 r�2.710- Aw EXTENDED POCKET ® INTERLOCKADAPTER 3 INTERLOCK ADAPTER 3.326 090 3.2I47 L @90' CORNER ASTRAGAL Imo- 3.345 3.345 085 40 90'CORNER ASTRAGAL CAP, EXTERIOR LAMB j89 1 IUI (R ANTERIOR JAMB COVER -�+ 1.875 )-- PRODUCT REVISED �o Pl in MIM1 IM1e Florltla ASTRAGAL ADD -ON ®-0420.06 1PANELSTILE,TOP Bulmin9 �o�o AND BOTTOM RAIL Naw-xa 4/1412 Dalo 0)74/22 erylmtlan 021 L919 O60 919 @ 90' CORNER ASTRAGALCAP, INTERIOR NOTES 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. GLASS DOOR NOA (LM) NO CHANGES THIS SHEET. SGD-5570 ;0 NTS 111 18 OF 21 ,``"TAV LYNN ...,.. Go, Qom:' •'�� 1A/OS(15 _* No. 58705 *_ J ROSOWSKI "0 �o,�'.. �d�r6E �� 04105fl7 :i F ':F(ORIOP,._`G\?: MD-6570.0 1)INSTALL� 2)INSTALLCLIP HEADER BLOCK TO HEAD ,IAMB TO HEAD INTO FRAME JAMB (4)CLIPANCHOR CLIP INTO ATTACHMENT NEL ASSEMBLY BSUBSTRATE, HEADER TYPE AS USED PAp USING 4 INSTALL ONE BLOCK AT a 41 IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK O TABLE A, SHEET ANCHORS, SEE AT ASTRAGAL, INSTALL (3) #10 X ° TABLE 1 ONE BLOCKTHAT SPANS BOTH PANELS. 1 JIUD &@y &FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE ss (2)i/q' 23 PANEL MIDSPAN OF EACH FIXED X2-1l4°SMS CLIP PANEL -TO -FRAME JAMB LOCATION. #8X7'm � SMS q(4)#10,21 BAR COVER \ X Y SMS 13 AR 22 REI°N t1114-114°SMS \ 1 KE ® 34-1/2" MAX O.C. m INTERLOCK CLIP COVER INTERLOCK �fi� xt REINF. PLATE BOTTOM RAIL SUPPORT H I (2GHSUP`SMS�� ~ THROUGH SUPPORT, e2 INTO PANEL �#tOX INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 4-PANEL, 2-TRACK OXXX SHOWN ASSEMBLY ALL PANEL CORNERS' WELDED, NO ASSEMBLY FASTENERS \\ / fa)TIwuK LQCKINGJAMB❑L V KEEPER(I". \� (4)#10X 2'SMS INTERIOR EXTERIOR APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS, ETS 11.16 FOR ANCHOR LOCATION 8 SPACING. LES t 82 FOR REINFORCEMENT REQUIREMENTS. IOUS ANCHOR PLATE, ITEM #B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. A VINYL SLIDING GLASSDOORNOA(LM) 'g 10/05/11 III ACCESSORIES INSTALLATIONC JROSOWSKI U.T pmn lm rmusrtass.we. 4CORRECTED#96 W04lOS/i7 #8 X Y 1' vr12r.91,r_e� PRODUCT REVISED plyylnpp IIM1 IM1p Fla4tlp BUI�CIna Gtlo NOA-No. 17-0420.08 pxplratloo Data 0411412021 *. No. 58705 NTS Ili 19OF21 1991 MD-5570.0 1911A II A.LYNNMIMER,P.F, aFa saran BOX SCREEN DETAILS: .875 _020 VERTICALSECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .875 1.020 1.993 1.874 L.062 .062 &SOX SCREEN &BOXSCREEN tuf BOTTOM RAIL 103SIDE RAIL 1.693 1.3������73 1-- 055 � 83 1. 33 �4 Lr.372 BOX to SCREEN BOXSCREEN OX0 BNAP-ON ASTRAGAL BUG FLAP ADAPTER 055 1.487 u s --1 1.487 �— 1.51 0 -GREEN 8SOXSCREEN t01 SILLADD-ON BOX SC HEAD Im AND JAMB ADD -ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE O t2f 1PR HORIZONTAL SECTION EXAMPLE r-- 1.081 V]7 ,.2021.778 8 050 — 050 .045 TEEN 1z1 SCREEN la SCREEN OXO &ASTRAGAL ME SIDE RAIL. LATCH ADAPTER i-�—.726 1.435 F 765 782 .062 12i SCREEN VINYL 136FRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON VERTICAL SECTION EXAMPLE NOTES: 1) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA(LM) jgj 10/0511! SCREEN DETAILS 3". JROSOWSKI wartomn PorxU N1 NO CHANGES THIS SHEET. �A 1 04l05/17 NTS 111 20 OF 21 lall MD-5570.0 PRODUCT REVISED 1p 1rrgg wJt M. FIo44. 8.141ng o4e NOA-No, 17-0420.06 expin0on Oat. 04/14/2021 L$ ty.f Na. 58705 of Pa ^to part# Descripti Materiel 1 18001 2-Track Heed/Jamb Rgid PVC 2 19002 2-Track SRI R910 PVC 3 18025 aTmck Hnad'Jamb R4c1PVC 4 19026 bTrock SRI Rgid PVC 5 ISM 4Tmck HeadVamb RgId PVC 8 19028 41e6 SIR Rod PVC 7 19009 Forme Screw Cowr RgId PVC 8 19031 AOohm Plele e0W-T6Alum 9 19007 Track lnsen (XIM-TBAken. 10 19M4 INsdeok Cap -Extended Packet Rigid PVC 11 IMM Bottom Rail Support Bull Al... 12 lel Outer S61 Cow W63-TBAIum. 13 19011 SIR Tmck Cowr RgId PVC 17 19032 P-Hook AdePter 6063.T6 Alum. 18 loom P-Hook 606XT6AWm. 19 ID047M Extended Keeper 8083TB Alum. 20 IDD29M Keeper 6063TBAlunu T 19014 Rainbrcemem SoCowr Rgid PVC 22 IM30 Relntrcemenl Bar 6005,T5 Al.. 23 19037M Faced Pand 6083TBAium 24 19035M Relnlea.ma606STSAlum. 26 7B017M Top Rail. oll end Locks"a ement 600ST5 Ahm2B 18046 Composbe27 18018M IntedacN3roemmh Std. 6006•lb Alum.28 19013M INedack .40ement. HD R SOO&T5Alum.19MOM Astagal Reil B006T6 Alum.30 19083 Rtlended Perlock Adaptor 608376 Alum.31 19005 Iadock AdaR91d PVC32 IN08 Asusgal AddR91d PVC 33 IMU Panel Stiles, TeP7BdtOm ROE Rgld PVc 34 IOD40 Intel) omb Cover 6063-TO Alum. 35 19076 135'Cmarr Anb Set 6061TBAlum. M 19077 135'Comer Aslregel Paedw Mourn 60B&tB Alum. 37 19079 135'CcmerAstraget Cap-Exl. FIRM PVC 38 19080 135'Camer Astragal Cap - bit RgId PVC 39 19078 SIT Caner Astragal WDB Alum. 40 19081 Rr Comer Astregal Cap -Ext. Rgid PVC 41 15082 80' Caner Ashegel COP - at. Rigid PVC # Pert# Description Malarial 42 19065 611 Film -(2-1/7) 80876 Alun,. 43 19I)MA SIR Rau-(3-1/7) 6 TB Alum. 44 19023A SIR Raw -(4-1/11y) E50TS Alum 46 190M SIR Reer.(4.60y) 608&7BAlum. EO 71660SW .187" x .32W Finseel (Side) 51 71S96K 1-11Z' x 1' x We FM Seat Dust Plug 62 716M Dust Plug SD 419041 Intedack alp Cesar PVC 61 1 78163X Tandem RdlerAssembly SS 78153N Tandem Roller Assembly Nylon 7W%PTX #8 x 3/4' Ph. FH SMS @ Red., & Heist SS 419042 Frame Header Black Nylon 48052 RoRu AQ.Holalal PVC 44305 4 Hole Bumper Stop PVC [70 78X114FPTX #6 x 1419 Ph. FH SMS @Bumper Stop SS 7169M 50 Plug PVC 7818EX GnmW Mortise lack wAchS Trim plate SteeYSS 71032XiFPFX 1032x V Ph.FH MS@Lack SS wries Hands Kit Cast Zinc 72 19054 Interlock: Retalner ap Nylon 7fi Kadmeding 430 TP8 Spacer System 78 er Quana Super SpacnXrydlh Hot Malt Butyl Bea Sheet 10 br 77 Duanex Dumseal Materiels 78 lCardinal M Edge Spacer 79 JDee Coming SM orGE-77M Beckbeddng an... 60 190B0 7116"Square Bend Rigid PVC 81 7/16"Beeled Bmtl Rgitl PVC 82 10044 1-V16"Bawled Beard Rigid PVC 83 19MB 4411W Ogee Bead R9id PVC 84 16016 141('Oge.Sed Rigid pVC 85 71726K Setting Black 11V x 4" x 1116, 85 tl-6 dum. Neoprene M 71726K Eating Black 1°x4-x 1/16", e5 ♦1-5 all . Neoprene 80 781PM #8 x V Ph. PH SMS @ Frame Assembly SS 81 70M14PHPT41OX M x 1414" Ph. PH SMS @ Rdnt Bar SS 92 71OX1PHPT1"X #10 x V Ph. PH SMS @ Red Support SS 93 71OX115PPX 1H0 x 1-1/2' Ph. PH SMS @ Fad Pa. Clip 6S Ind 770)0-6PHP71S.BJ( 1#10 x 2.Vl Ph PH SMS @ Relnt Plate/Asb SS 95 7I420X226FPFX #12x &1/4" Ph. PH SMS @ H*. Block SS BB I 710XI.76PPX IMO x 14yV Ph. FM SMS @ Mt. Mount SS 07 1 710)34PPX #10 x we Ph. PH SMS @at. FRI. ht. SS BB 770X2PP% #10 x 2' Ph. FN SMS @Keeper SS VINYL SLIDING GLASS DOOR NOA (LM) # Part# Description Material 100 122M Box Screen Top Rail 60637SAJ 101 IMU Box Screen Bottom and 606376AJ 102 IM58 Box Screen Side FAR 6063 MAI 103 64428 Bra Sefton Mte4ack S083TSAJ 104 17347A Box Screen Snepan Bug Flep 0003 TO AI 105 64345 Boat Scrawl OXDAebegalAdapter SMIMAI 106 17349 Bar Scmen Astra9el Adapter 608375 Al 107 1903E Box Schass From SRI Add.. SD6376 P1 108 18036 Box Screen HeadlJorrb Addm 6083 78 Al 109 72D)OX #1420x 1"MS@1op Roll SS 110 720X112X 414-M x 1-1/2' MS @ Bottom Rail SS 111 71793G Watp, .270'x. 16T-Fin Seal 112 61805K Watts, .187' x XV @ Bug Flap 113 7SRAZ Slanchad Raer won 114 7SRAX HD Roger SS 115 modes Sewn lacking Hay&am Steel 11e MIKS3 Screen Keeper Steel 117 76MPPA #8 x 1' Ph. PH SMS Steal 118 169PJ314 Screen Spline-.15B"14.165- Vinyl lie 1816= Screen Cloth FlbamMee TABLE E: STANDARD SCREEN # Poll Description Materiel 120 12M Screen Forme Rail M63'f6Al 121 12MM - Scmen Fmme- Side Ralf (latch) 608375 At 122 173W Scmen OXO Astragal Adapter W63 M M 123 4853K . Scmen Vinyl Astragal Adel Rgld PVC 124 110128 Frame SIB Screen Adrian 60e3l8Al 125 6PP95K Bug Flap, 85+/.5 dum. Vinyl 126 78X712PSATS #8 x 147 Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheat Mo.. y(Standard) hylon 128 71202798 Comer Key Wheel Assembly (HD) SS, 120 modes Screen Ixklm, Hedxere Steal 130 710M4PPSDAX #10 x 3/4' Ph. PH SMS @ Screen Ast. BS 131 7BX12PPSMSX #8 x 1/2' Ph. PH SMS @ Door Act. 8S 132 161 IScram, SPOne-.14S Vinyl 133 1816M Scmen Cloth Rbemlasa I,JII PARTS LIST IX&&) J ROSOWSKI PRODUCTa REVISED esFlodda `3t10N tYGILY ASrIF^ HOA-No. 17-0420.06 A".1EN Explra0onD.t4/1412021 Na 58706 *i ,Bunlnca±*-r— cwrnurto.av va.aaamwsson NO CHANGES THIS SHEET. to 04105/17 "S '• �".7!P.^• ` �� ` NOTES: 1070ECHNO 1)ITEMS 914-1B.48-09.53-59, 73,74&87-89& 99 ARE NOT USED AND ARE N. VENICE, FL 34275 NOT PART OF THIS APPROVAL. (941}4.....-0 SGD-5570� NITS 21OF21 qq &$ MO-5570.0 1$A Aayp Ek99y0�PE 9 S M IAM I-DADE MIAMl-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. —INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 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. NOA No. 17-0630.05 MIAMMADEcouNTr Expiration Date: July30,2020 Approval Date: November 30, 2017 FILE COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. NW-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idabnis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 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- 9.05 Manuel Vierez, P.E. Product ControtkxqAiner NOA No.17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coN uruED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTnwED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Vh Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fuiancial 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 under NOA No.15-0519.05) 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.16-0714.03) 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and irmg on 07/30/20. Ma, ere , P.E. Product Coa rot E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE E PLEFD0. \ 20-1/B'MAX. O.C. RADIU&TOP / 12' MAX FROM HEADERISIM. FRAME SEAM FORALL B. SEE VANWWS) SHEETS J A. SEE B, SEES_ 30'MNL O.C. •l��I-12'hWC SHEETS SHEETS ASEEr—— i 12'MAX SHEETS i / EQUALLY SPACED EQUALLY 1i-i/3'MA%.O.C. ANCHORS PER SPACED �_ TADLES311 ANCHORS PER TABLES&11 0 / O _r MAX. X 1' f 10' O.C. HEIGHT 111X EQUALLY SPACED ANCHORS FFA TABLES&11 64' MAX BUCK WIDTH �I 30 l MAX O.G FUTEDVISIBIE _ LIGHT WIDTH FIXED /VISIBLE LIGHT HEIGHT Etl it MAX - -T- P, WE I7-7/87MAXO.C. SHEETS BOUALLY 91.76' SPACED MAX ANCHORSPER BUCK TABLES MI --� XEIGNT 10' MAX. O,C. I EQUALLY/ry/ SASH VISIBLE 13: SPACED ANCHORSPER LIGHT / TABLES9-11 HEIGGyHT A 1 I J _ EQUALLY ANCHORS PER TABLES&11 21d 10° MAX. FROM FRAME SEAM D, SEE —r SHEET4 / /17-7W 12� MAX O.C. / 6Y MAX 10•MAX.IO.C. BUCK � y HEIGHT 4 - ,,4' MAX. O.C. SEE SHEETS / lA 088 DESIGN PRESSURERATNG IMPACTRAVNG VARIESPERREINFORCEMENT LARGE&SMALL MISSILE LWELSEESHEETS&T IMPACTRESISTANT 52-1/8' MAX. BUCK WIDTH ,I L— SEESHEETS I— 1-1/1 SAS 1 HILL X 11 4 IIIp B4° BUCK HEIGHT AS SHOWN (91.TB' MAx.) S—_ JNO ANC�T MOR9 AT ST- �Ir BEE SILL WEER B�--MO SASH SA�LLL `\} SEE SILL WEER 0 Jnuwrunuwni aiu i SEE SILL WEEP- 54°MAX. BVCK WIDTH NOTCH DETAILS, OfJ 1-1/4' �I SEESIULWEE NOTCHOE]A r 54' MAXSUCKWIDTH �j NOTCH DETAILS, SHEETS UGHTWIDTH `NOTCH DETAILS SHEETS SHFkT9 SHE6T4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWNWITH ORIEUPROVIEWCONFIGURATION FOR GISTOMCOTTAGE CONFIGUMTION DPTO ANCHORED THROUGH THE NAIL -FIN 75- HEIGHT SEE TABLES i11 (SIMILAR ANCHOR DIMENSIONS FOROTHER CONFIGVRATONIS) L) C11 V I I Cni /vat nc""" nrcnw�-.i...n.w.r....-..-.....-..-�.-..-.. -... 3)FOR MASONRYAPPLICATONS IN MAMVOADE COUNTY. USE ONLY MIAMLDAOE COUNTY APPROVED M/SONRYANCHORS.M1NTERIAL3 USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE. FRAME. GLASSBANCHOR OPTIONS..........._.-.2 ASTM LBO CONCRETE MASONRY UNT9 AND CONCRETEYIRH MIN KSI PER ANCHORTYPE INSTALLATION, FLANGE & EDUAL LEdBOX_.. 3 4)ALL W000 BUCKS LESSTHAN I-12THICK ME Tp BE CONSIDERED I%INVT MONS.IXY ODWCKBAREOPTIONALIFUNRISWBTPLLEDDIRECRYTOSUBSTMTEWOODBUCKS INSTALUTON.INTEGRALFIN 81CXlWNEL4 DEPICTED AS 2X ARE 1-1rz'THICK ORGREATER.IX AND 2X BUCKS(VMEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS......................._...._._._......5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENOINEEp, (EOR) OR ARCHITECT OF RECORD, (AOR), DESIGN PRESSURES......-_ ................................ 6-T 6) ANCHOR EMBEDMENT TO BASE MATERNL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANpIORS ANCHORQUANTTTIES......................................-. a-10 SHOULD BE SEALED.0VEHALL SEAUNGIFLAERNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THERE INSTRUCTIONS. EXTRUSION PROFILES.._ ...............-.................. 11 B)V4'MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LDOATON WHERETHE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTSUST.............. ... .......... 12-13 ])DESIGN PRESSURES: CODES/STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. STA EDITION B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRDCNRAL&CYCLE TESTING GLASS PER E1300. L217 LORIDA BUILDING CODE 2017 FLORIDA BUIWING CODE (FBC). STH EDITION ESIGNLOADSARE BASEDON ALLOWREDESI,ASTB)THEANCHORAETHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE 4WNOLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.T♦EYLITS%STRESS INCREASE HASNOT BEENE13ON9 USED IN THE DESIGN OF THIS PRODUCT.THE I.O LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITNOTHER F&PA NDS2015 FOR WOOD GONSTIRUCTON%tODUCTRBviSEDMATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDABUILDING CODE FOR CORROSION RESISTANCE.INUM DESIGN MANUAL, AOMH2O15 B)METAL SUBSTRATETO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED SYTHE AUTHORITY HAVING JURISDICTION. 00-12 Bu1QeMC 10)REFERENCES: TEST REPORTS FTL-]eB4&ITIN: ELCO ULTRAGON NOA; ELM CRETEREK NOA; EUOOAGGRE WR NOR: ENERGIWWDOWAND DOOR PROFILES, LTO WHILE&BRONTELIGHRA60-NI A, „�017- Q.o5 SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATONAI.DESIGN SPECIFICATION PORWOOD CONSTRUCIKW, ANSVAFWANDS BALUMINUM DESI 11)APPUCA0LE EGRESS REQUIREMENTS TOM REVIEWED BY BUILDING OFFICIAL. .......... J R UPDATED TO FBC 2017.-JR- BY USER INSTRUCTIONS: BF'•- Mt`°� °AO �oaIM 1)DETERMINETHESTESPECIRC,WNOOWOFENING DESIGNPRESSURE REQUIREMENTFROMASCE T. �� 0BIO5/17 2) DETERMINE THE MOSUITABLE ANCHOR GROUP FROMTABLES 2 OR3ACCORDVJGTO7HE INSTALLATION CONDITIONS. * No. 8BT05 ST 3)KNOWNG YOUR GLAZING OPION(TABLE 1),WNDOWCONFIGURATION AND SIZE, DETERMINEYOURWNDOWS DESIGN _ * ® w... ounn: 010�^�' PRESSURE FROMTABLES&B. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW I�,: C; Toro TEDXNappYDRNE GENERAL NOTES & ELEVATION J ROSOWSKI OPENINOOBTAINEDINSTEPI. 'iL�j U/. RVENICEFL342]5 4) DETERMINE THE ANCHOR QUANTITY MOM TABLES 9-11. VERIFY THE ANCHORISUBSIRATE WILL MEET REQUIREMENTS FOR %V�'., TE ((A. DO,, YOUR OPENING'S CONDITION FROMTABLES 2 OR 3. AND THATALL MIN. REQUIREMENTS FROMTHIS SHEETSET ARE MET. �iY �s'•,!YpRtOT,`..'G\��� �1�M1� SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 5) INSTALL AS PER SHEET 3 FORTHRUFRAME INSTALLATION OR SHEET 4 FOR INTEGRN. FIN INSTALLATION. YA✓,S�ONAL ?AAA xW74911ff . Smis SMet OIa•Inp No. Rm NOTE:DESIGNPREWUME MNGDETERMINATIONSTHESAMEPROCESSFORIBLFRM!<TYPES(JCHANNEL FLANGE, ALYIiti:Elii0. PE. �RANnORSIFmm �p H 5500 NTS t OF 13 MD-SH5500-01 B INTEGRALFINOREQUALLEGROIO. REBES)05 CETRf.OFAUTH.029NB Blow Description (Llated hem Exterior to InwAar) Design cremes Tables Sheets 5 7iW Lambuted I.G.:1/W A ExtaMr Cep+ 7/IW Air Spau • 5119' Lnmuuted; (2) Utes of i/B• A GWm Wth .0g0' PVB Int Myer 4.5 6 6 T/B'LaMnted LG.:t/8'TExtenor CeD+T/16'Ah Spece+5/76'LaMnoted;(2)Utes of t/B'AGlass vnN .090'PVB baedayer 4,6 6 7 71W Laminated LG: WIV A Extorter Cep+WV Air Space+ 5/16' Laminated; (2) Utes of 1/B' A Glen WHI.090" PVB Nteriayer 4,6 6 B 718'lam4rated LG,WIS'TExterior Cep TW Air Space +WIV LaMnated;(2) Utes of IW A Glass shtb.o90' PVB INedayer 4,6 6 9 T/B'LamWied l.G.: UT A ExteMr Cap +T/16 Air Space +&IV1-amlrleted:(2)Utae of 11W H Glass vnth.09B' SG IMedayer 7 7 10 T1W Laminated I.E.:1/8'1 ExWdor Cap +T/78'Alr Spac0+5116'lamhowei;(2) L'Ma of VV H Gas. w1h.w 5O Ntedayor 7 7 11 T18' Lamirlelsd I.E.: 3/18' A Ext.Mr Cap+WW Mr Spec. - li IaMiated: (2) Uws of l/3' H Glass MN .03D' SO Ntedayer 7 7 12 71W1amrmted l,G.:3116'Tahmor Cup+NW Ab Spat+WIW Laminated: (2)Uses of 1/8• H Glass whh.o0' SG InteMyer 7 7 13 T!B'lamlreted l.0.:1/B'AExtetlor Cep+5I18'Air Bpace+T/16'Lemlrated;Q)Ubs of 3/16'A Gaee Wih.WO'SO IMedeyar 8 7 14 Iff onsIil.G.:WTE.tedarCap+Stir ADS"...7118'1nmN.aJ:(2) Lithe of V1V A Gas. T4th.0510' SG many., 8 7 15 T/B'LeMlabd l.G.: 311V A Extedor Cap+1/4'Ab Space+7118-Lamineted;(2) Uwe ofWw'A Gass ath.WO' SG lmedayar J 7 18 116•LamWUtlI.G.:3/18'TEaledor Cap+174'Alr3pxa+T/18•laMrated;D:)Utoe of 3l16'AGeae MN.OBP BB Nmdayer ] ] cup Anchor SlUmbo to Mln. Moe Dlownce Min. PmbadmenC p 010 EMS (steel, 188 S.S. or 410 S.S.) P.T. SDumem Fine (SO.0. 11W al te' Steel, AM ate• 0.050' Steel Stud, A853 Gr. 33• W8' 0.0451' (18 Ga Alummum, 50B3-TS• 31W 0.05W 3118' Meet Ultne'" P.T. Southern Pine (SG=0.55) 7/76' 148' Concrete (min. 2.85 ksi) 1' ia/8' Unclothed CMU, (ASTM C410) 2-1/7 1-1/4' 9 412 SMS (steel, I SM eel, S.S.) S.B. P.T. Southern Pine (SG=0.55) 9/1S' 1a18• Steel, AM* 3/e' 0.050• Steel SIW, A853 GL 33• 31V 0.0451' (18 Ga Ailminum, 6083-T6' 31W 0.083' 1/4'steel UNeoon P.T. SouNem Plna (SG=0.55) 1' law 114- swat cac afiex P.T. Boutham Pine (SG=0.65) 1' Ia s- 1/4-steed Aggm-GaWr P.T. Southern Plim(SG=0.55) T 13/8' C 1/4'steel Ullmcon Concrete (amp. 2.85 ksi) 1' 7a14' Ungmuted CMU, (ASTM G90) 2-1/2' 1-1/4' D 7/4' sleet Cmtesex 1/4'steel AIIre rtor Anchor I Substrata I MDlsiencee I Embedment' B10 Trlaehead SMS (steel, 108 S.S. u 410 S.S.) F IX725MS (sNd, 1B8 S.S. u470 5.5.) 'GIASS TYPES 5.7.9,11.13 815 MAY NOT BE USED IN THEHV ABOVE30. 'MIN.OF3 THREADS BEYONDT-(E METAL SUBSTRATE 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. Frame Dian Frame Frame Types OpBon. Con0ipx Shops. Ind'alletion Options Natmaybaused (see FIB B) (me Table 1) (fee Flg A) (sea Fig C) ....Into 2X Wmd FrdmtlBuclei- sheet 3, anion 1 Flange Equal-UIe, SqualNRect., Through No Oamo .... Into Concrele/CMU- sheet 3, option 5-18 OSC twga & CDdega Amh-Taps Radus-Top oflneeMdorl�. .... _...through 1XBuckstdp Into Carcrata/CMU-sheet 3, option ....intro Meld-e1eal3, op5on 4 ...Jmo 2XWood FromdBucksMp-street 3, option 1 Boxl Equal -Lit., ft.refRecl, Through the 6ame. ... Into Commte1CMU-sheet 3, option Equal{eg 5-16 OMpPredeR Amh-Top& of Na adMow. ...... N ghlXBMMIdPNtDCancn:ta/CMU-ehmt3,cpUm3 (44) &Cottage W..Top ....Into Metal -sheet 3, opllen 4 Ihrouph Ns ...Into 2XWoo1 FamdBucksWp-shell 4, op5on5 UChalnd EWacUle, SquardRecL, Integrd in...... ....Into Mole) -sheet 4, option O&Cewew & Cottage R.A..p& Radus-Tap ThroughfOce....trim 2)(Waad FmmrJBucWNp-sheet 4, optics Motel - sheet 4, option 8 dMa xin0ow..........into Th.,h Pe ...Into 2)( Wood FrarmSuckship-sheet 4, opgon5 Integral Rin Equsi4ile SquadRect, Inlepal in...... ....Into Meted - sheet 4, coolant] (e3)El -& OdeVPro4.w a Cobeas AmhTop& Ferias -Top Through the 6.mn... Jnta 2XWood FremdBuckelaD -.M014, op1w6 .... law Metal -shed 4, option 8 Munewindow...... EOUPL-LIIE ORIEL COTTAGE - {BUCK NO TH -� BUCK WIDTHI�+IBUCKIMOTH� se RECTANGULAR RAOIUSTOP ARCH -TOP o", IRE B. pieo.' VGFC O O _ J-CHANNEL INTEGRALFIN O O FLWGE BOX OR EOVALLEG Materiel Min Fr Min. F. S1ael Scow 92 ml iM ksi !"&raw 60 ksi 95 ksi 410Smmk 90 ka1 110 ks1 Eke Aggr&4GawrD 57 k.1 %kaI Elco IIlseWr,& 410 SS Me Cone9ex® want 12TA ksi 1771al 169.7 w1 6063T5 Aluminum t6 ksi 32 ha A365toe1 36 Fd 50 ksi Gr. 33 Steal Stud 33 kill 45 W I 'A'=ANNEALED 'H' = HEAT STRENGTHENED T=TEMPERED PVB'= B90'TROSIFOLGPVB BY KURARAY AMERICA, INC. 'SG'- .090-SENTRYGLASE' INTERLAYERBYKURARAY AMERICA WC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVEO. SHAPES MAY BE USED PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES neocr,Jpve9w'nbduflaMa AND ANCHORAGE FOR THAT BLOCK SIZE FROM THETABLES ON SHEETS S-10. Ealld'mg Code ��/. N 17-v1oJ0.46 II lj Y LYNN4., 1�' •1}GENSp• ��((' RMYm: ANCHORS RE -GROUPED. A—,.D _ ATW By /- np nee. erod.n - — gem Br 'MIN.OF3 6 - %A. Ic4/- 1010TECJWIXDOYORNE N VENIC£ FL 3/216 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS O '., 7E O [(T '%,�i`SS FAO!!'•°P'�G=�� (�tWplvq�pBa� ma, puts: M�o�NpTHE SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ''l7 ixtl91R srrho y.Od.� 5cvb: slave peNnp the. Rat'. SUBSTRATE IN1'Al111E1x` A. LYNN MII3EiL P.E � SH-5500 NITS 2OF 13 MDSH550001 B P.E.e 58T05 CERT.OFAUOLfI82W INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME INSTALLATION DIRECTLY INTO CONCRETEMAIU. OPTION i EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT 11CMAXSHIM FRAME INTOVINDOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDjMENT EDGE 18 FUANGEFRAME �1 DISTANCE SHOWN ❑�1/4•MA% ANCHOR TYPE, 41 SHIM EMBEDMEMAND TYRANCHORTYPE. Q 2 EDGE EMBEDMENT AND EDGE DISTANCEPER DISTANCE PER SUBSTRATE. SUBSIRATE, SEE TABLE 2, SHEET 2. SEETABLE2,1311EET2. FIXED 19 20OPT.SASHTOP FLANGE 2-1 VISIBLE LIFT RAIL FRAME LIGHT FORALL WINDOWS: NOTES: SHOWN I^� HEIGHT 1 ANCHOR I3.55• 4 a FROM EAND AT U USE ONLY -,_ 21 CENTER. 1 CENTER.. 71 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND OVER WIDE: DAL T2 0 ANY M ADDIIrS@T ADDITIONAL E - INSTALLATION OPTION MY 14 46 48 47 36 FROCMENDI BE USED ON ANY SIOE OF WE FORYlINOOWS WfM WINDOW. 1/4'MAX _ D OCKS: SHIM 18 BOTTOML2)MASONRYANCHOR BUCK HEIGHT fi0 ADD ADDITIONAL PER TBL O USEDINTOWOODAS PER TABLE 2. B5 SCREWS®B u FROM ENO. THAN ARE 30 1-12' TTHIICK TO BE SASH CONSIDERED 1X WIL EXTERIOR VISIBLE WOOD BUCKSARE OPTIONAL IF TO ,Qt LIGHT UNIT ITRXTE. OD BLACKLY HEIGHT SUBSTRATE. WOODE t IA 2XARE 1- BUCKS 15 OR GREATER. USE EITHER GREATER IX AN02XBWK3 86 OPf. LATCHOR (WHENUSED) BEDESIGNED (W (2Ir 81 EMYTALL 30 fi4 BOTTOM LOCK TOPROPERLURE.MOD LCK TO FLANGE INTERIOR 31 NESTED UNIT THE STRUCTURE. WOOD BUCK FRAME INEEp LOCATION: BSB' DESIGN AND INSTALLATION IS THE SHOWM NOTCHESAT gg TI FROMSAMHEND. RESPONSIBILITY OFTHE ENGINEER OF RECORD. EACH END. I ORARCHITECT EQUAL-LEGGOX FRAME SHOWM • - T NO ANCHORS REQUIRED IN • FIANGEOR EQUPL{ G - FRAME SILLS VERTICAL SECTION B-B WITH SASH WEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX SUCKSTRIP INTO CONCRETEICMU. SEENOTE2.THISSHEET. 1^MAX SHIM r— EXTERIOR BT FIXEDVIGISLE LIGHT WIDTH BUCKWIDTH HORIZONTAL SECTION A -A E APPROVED MULLION. FBC COMPLIANT ALUMIN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPENING) IS MEASURED FROM gNCHOREO THRWGH BEADING TO BEADING. FRAME INTO METAL . J 111111 b. VISIBLE LIGHT FORMULAS WIDTH ®SASH: BUCK WIDTH- 612• ® FIXED UTE: BUCK WIDTH-4VW HEIGHT MOUPL-LTTE) BUCKHEIGHT2-315/16• MW IM MAX SHIM EOUPLyGoCK FRAME SHOWN EXTERIOR n INSTALLATION V OPTION 4 ANCNOREDTHROUGH FRAME INTO METAL No, 58705 1LJ �7j '7� 'JO •. I ' u 1W0 TECHNOLOGY ORNE O Sf TE OF (V�: N.VENICE,FL31T75 '10RIOP..G�: (141)48 1600 "7,70NAL 01111 4mmartamR „NIIp111 LRG,mow¢.mc. A LYNN MILLER PE. AlLPoOHIBRFbENED PENSST05 CERT.OFAUTH.PlB2BS EQUAL EG110X FRAME SHOWN EMBEDMENT EDGE DISTANCE TYP.ANCHOR J—DISTANCEPER TYPE, EMBEDMENT AND EDGE • EDGE SUBSTRATE, - ' DISTANCE SEE TABU£ e SHEET2. & EQUAL-LEG/BOX FRAMES J ROSOWSKI DaM: HUNG WINDOW INSTALLATION - LM 05/15/15 Scala S73 o M8` xo. IB' �500 NTS 3 OF 13 MD-SH5500-01 INSTALLATION OPTION 5 ANCHOREDTHROUGHINTEGRAL — EMDEDMT FININTRWMFOR BUC(-STRIP.SEENOTESHEET. V FDOED VISIBLE LIGHT HEIGHT L ]2 14 BUCK HEIGHT (DI EXTERIOR VISIBU LIGHT Y HEIGH INTEGRALFIN FRPME SHOWN IYP. ANCHOR.TYPE. 'k EMBEDMENTANDEDGE )ISTANCE PER SUBSTRATE. SEETABLE3.SHEET2. --�y (SCREW SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME CR BUCK - STRIP. SEE NOTE 2. THIS SHEET. iEMBEDMENT EDGE DISTANCE TYP.ANCHORTYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 2, SHEET 2. (SCREW SHOWN) LUP MAX SHIM TYRANCHORTYPE, EDGE DISTANCE EMBEDMENTANDEDGE DISTANCEPERSUBSTRATE. L SEETPBLE3,SHEET2. (NAIL SHOWN) J 20 OPT. SASH TOP O J RA UFT RAIL FN FRAMES FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @3SS FROM ENDANDAT 1)USE ONLY 21 CENTER SUBSTRATE -APPROPRIATE FOR ANCHORS LISTED ON OE OVER 36•WIDE: EMBEDMENT OFSHEET EAIDEOM ADDAODITIONAL DFOLLOW Y AND EDGE OISTANCELIL11T5. qNV 47 SCREWS @1&3B• INSTALLBE ON ANY SIDE OFTHE MY BE USED ON ANY SIDE OFTHE 35 FROM END FOR WINDOW3 WITH WINDOW. BOTTOM LOOKS: 18 ADD ADDITIONAL 2)MASONRYANCHORB MAY BE SCREWSoB USEDINTOWOODASPERTABLE2, FROM END. SHEET.2ALLWOODBUCKSLESS THAN 1-17 THICK ME TO BE CONSIDERED 1X INSTALLATIONS 1K WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLYTO LATCH(SHOWN) SUBSTRATE. moo BUCKS 1� ORBOTTOM DEPICTEDAS2XARE1-1?THICK LOCK (SHEET 3). OR GREATER. IXAND 2K BUCKS 0 TESTEDUNIT (WHENUSED)SHALLBEDESIGNED LOCATION: 85IB" ADS TO PROPEME -/�J FROM 9ASH END. TO THE STLY RUCTURE. WOOD BUCK ANDINSURE.WOODS ME INSTALLATION DESIGN ANOITY OF RESPONSIBILITY OF THE ENGINEER NOANCIN RS ORARCHNECT OF REGARD. D IN FRAME RILLS IF SILLS ANCHORING WIDTH OR HEIGHT THROUGH FRAME. (ALSO REFERIE RED TOAD DAYLIGHT OPENING) FROM OPENING) IS MEASURED 114- BEADING TO BEADING. INSTALLATION OPTION 6 ANCHOREDTHROUGHFRAMEINTOV WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. 114"MAX SHIM 114•MAX SHIM SASH BALANCE YPE VARIEI WITH SASH WEIGHT EMCFET,RN)R FIXEDMSIBLE LIGHT WIDTH INSTALLATION OPTION 5 ANCHOREDTHROUGHINTEGRALFIN INT02K WOOD FRAME OR BUCKSTRIP. SEE NOTE 2 THIS SHEET. (1 WMAXSHIM --- i-- EDGEDISTANCE ' I ttP. ANCHOR TYPE, INTEGRAL EMBEDMENERSGE FIN DISTANCE PERSEST 2.UBSTR TE, LE FRAME SEE TAB3, SHEET 2. SHOWN (HAIL SHOWN) BUCK WD1H i HORIZONTAL SECTION C-C M1AOF GPPRGVEO MULLION. FBC COMPLIANTALUMINUINSTEEL FRAME SHOFWN IJU 1LCL_!1 L"=% INSTALLATION EKTERIOR INSTALLATION OPTION 7 IDOPTION 8 ANCHORED THROUGH ANCHOREDTHROUGHFRAMEI II III - INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE FRAMINGORSTEELSTUD. NTOMETAL REMOVED) VISIBLE LIGHT FORMULAS ; } : No. 58705 :, * —�' G7 %�p�:, 67ATEO 1--'Qj '�tCS1'•:2GRIDA .+ ��.0 %,s/pj�ALIgNG.` A LYNX MILLER PE P.E.tl 53)05 I__I � ® @SASH:BUCKWIDTH-&12" I FDtEDUTE:BUCKWIDTH-4 HEIGHT(EOUAL44TE) BucKHEIGHr2-3-,snB• DeedlPllan J-CHANNEL& INTEGRAL FIN FRAMESDM Dram By. JROSOWSKI 1 0TTECHNOLOGYDRIVE (BI1}IB&18o0 Po I & ALLMOXIa�eFAv® Trt)e: SINGLE HUNG WINDOW INSTALLATION - LM Dab: 05/15/15 DPinSH' 500 SHSH5500-01 7TS 4Shml: 0F 13 TMM'D' -SNo. Rer. B CERD OFAVTH. R2B2D8 +{ TIB•NOM. I +j I ]IB'N f *IN WIN 78•NOM. I� I 5/16" A/A PVB 5/10' A/A PVB 5/16' Af 5/ 5116" H/H SG 7/16' AIR SPACE I 7/i6" AIR SPACE 3/8' AI 7/16' AIR SPACE 1/8° A GLASS 1/8" T GLASS 3/16' 1/8' A GLASS aEXTERIOR aEXTERIOR r]EXTERIOR i&i9 ib]B i&>B GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 5 W NOM. TV NOM. � � 71V NOM. � + 718" NOM. � � ViP NOM. A PVB R SPACE A GLASS EXTERIOR Bi0 16° A/A PVB 3/8' AIR SPACE 3/18° T GLASS a EMERIOR i&TB i' A/A SG 'AIR SPACE 7/8' T_ GLASS aEXTERIOR i&]8 EXTERIOR )6]9 �EXTERIUH 16T8 Wulu_ T&TB LAW emu' LLI ]8�]B GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 +{ 718'NOM. T/B'NOM. 7/18' A/A SG 7/18' A/A SG 'NOM.GLASS GLABBTYPES aTHROUGH 1/4"AIRSPACE 7/4'AIR SPACE TETYP. '18 MAY NOT BE USED 3/16'A GLASS 3/16"TGLASS bMTH d�CHANNEL OR • INTEGRALFINFRAMES aEXTERIOR aEXTERIOR GLABBTYPESB,7, 9.11.13 i&TG 16TG A 8"MAYNOTBE USEDIN THE HVHZ ABOVE 30'. PRODUGTREYISED GLASS TYPE 15 1\\II111r GLASS TYPE 16 namam " LYNN 'i aaraan: D�ae Op1Y LICEN6 '•. M� i ado Product • •. " TYP. GLAZING DETAIL GLAZING NOTES: 'A"=ANNEALED m =HEATsrRENG HENBO �V - =P +,, D , •�� 1moTEamsLDGY XBYE Bunlpliam GLAZING DETAILS Blom BY J ROSOWSKI T=TEMPERED ® RVB'=.OBO'TROBIFOL PyB BY NURARAYAMERICA INC. '80•=.GBB'SENTRYGLASu'BY0RARAYAMERICAINC. :O�••, BT OF TT/` '`FS'�ORIDF.• ��` N.VENICE, FL342)9 �°1>.4B°'1BB° TmM• Bole SINGLE HUNG WINDOW INSTALLATION -LM 05115115 pi�NAL FOR LAMINATED GLAZING COMPONENTS, SEE TABLE I,SHEET2. I I....11\ NIRNXIBPF9EIN® Sulo/INdM. Smle: BAsaL• ppaln0 Na. Rar. A LYNNMG17U6 PE SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.MNIRS CERT.OFAVfN. �TB2Be a..TYy. ¢.UU DeSbOPhuun, E3Rr .A 50.0 blK l.nl M FV.O.F6vl veeA elzn JAMB Mm NOTES, 1) USETHESETABLES FOR A WNDOWS 2) FRAME DIMENSIONS ME BUCK. SASH ¢ 3) FOR SIZES NOTSHOWN, ROUND UP TO ONTHETABLE HEADER MEETINGRAIL SASH HEIGHT OYv1YM A F.M uwl p blbn6vA D..rowltrm.� 6ry®smmv IYSE 6req smnya MpDrs PaaS]ORm.lua,RwIl� .tla&. m60 SXfn 521]5 A.,• EpYYIa m.5i .65D -RO .mn ]a0 6htlN PI14 1a611A9N KSO -m0 .60 i40 Y EOUHIb 11.W-1a510 Nio -RO .040 .m0 BM1,tlW Rvl� 119rr-m9@ KS 0 .x0 RO Nel a6m-E.]® KSO -Rn MSO ]a0 SIMOO fdllp mfdl.mbl¢ .DSO -AO .x0 m0 T.TS EONO] 1]bT-mlT wi 0 .RO RO 6�a0F Lu IA31}-1I.510 Mi -RO Mi0 -]AO 6b1a1 IiT]-Lbl¢ .610 -AO Mi0 mD nwu am]arn11 .mo mR wio -mo Ww76o. m¢ns.x] .aco -Ao wso ano 6�atl.oWV a51]-mSm q10 -RO KSO Ao Fy40s mbm-mbl¢ MSO -AO .x0 ia0 6YNYCTpIW 1].¢1}.m]IO .x0 -Rn Wi0 .in➢ WmmaQ. usn.mma .xD -mQ .mD aao II.T]-m510 +ei -mn .m0 ra0 iabl >f.%V-SAII M4 -RO .x0 .ra0 61NWIblq ]n51]-]I5II .a10 -m➢ .x0 -}a0 EpuMM1 RSm-mS10 Hi0 -RO ffi0 .ra0 b 6Mt6Tb1� +]81]-m810 NS WOoaks -1 . O .R0 .RG WImn6Qs 12¢mm516-310 KSO .Ro .RO -m0 � v9T-Hale wnR .Ro .m➢ ano p )YAtl xm!-TbB MSO -RO .840 RO SY &vWJMIp ffi51r-m3M .650 -RO .wD ]a0 Epetb IIS1r-mbm K40 -RO .030 ia0 { 4m, WIon6L msn-m Te .MO .Ro .R.O .)O.o 34 sQwennw. W. mslr-male 1a51r-mbw .mo KSO .mo lm .xD .xD aoo 1a0 WmYna.6Q. 1111I-1131¢ KSo -RO .x0 -IOA m.]T-mam M30 .m0 .6➢ .]QO TM1 ibl i617.111Y q10 AO .w➢ AO 6htltl0Cgl4 ]1.61}-xb16 .&So -RO .0D -]0.0 EpWY ID31]-Tbm sumaew.. asT-ffisw to. .m.o .xo no no WSnaQ. mam.male .x➢ -mo .fisD aao W .Y0 -no aO. W.uoSkc umd+r-mam 3nR -sm .6io -no .x.o au W]nw nN].uaw .sso .mo .xA ar9 61ptv1 11m1-1]Dm .a10 m0 .DID OV T.1.1 S617-MEM .030 -RO .Oi.o Va0 WYn34 TSfl-Tbm M¢0 -RO .B4o ]oo Earn xsT-xam .mo -mo .mo am m WhnaQ. ]x5T-x5m .e3o .mQ .mo ano 6YNa0WY alT.]uw .650 .RO .0]➢ ]n0 Wbnfib IDTt.a¢m .ao .mo sma.1 aim-mam .xo .mo .x.o ma aa.lm ex .esa -m0 .xo .mD w bn6Q. xen-xam .xA 6 az] e6.m.ara.. mne.asam w o .mD ens T.m Tm1w -. aeH .x¢ -mo .aa ena JAMB aerTlP.. 4]4E Oe3gn Phuun, m.lB] .Bs.maa.o IbdL l.wl R] Fa.IMMrM wn)tn C..n lµ.. v'VM1 ANCHOR GROUP AND QUANTITY. SILL HEADER MEETING RAIL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT S GLASS TYPES 5. 6.7 8 8 (REINFORCEMENTS SHOWN IN FIGURES MOOS MPLYTOALLFRAMETYPES6 CONFIGURATIONS) . *: u��JyJ p •, G Ili �; OR INTEGR&RN. �O,G• ST�(V� ���5'. F20ftI0.P,.G�`� N.VENMR.3417DRNE �''JS70NALIE,,,% (B6fyaB1118B0 EIGHT DIMENSION SHOWN I PRESSURE TABLES I J ROSOWSKI HUNG WINDOW INSTALLATION -LM I05/15h5 SmY: 500 NTS 6 OF 13 OroNIPSNa Rm MDH5500-01 B B] Its' a f041e IRA Y'¢I 0 eebnain p¢e151n,b(NI mt.. IYOp glom eMwnM naFb) Dwlon Prewuw,bN' -Iw0 -IInO nln0 .110n -1t0.0 .11a0 .1 R0 ..IS. -01.0 -11n0 .1100 .ImO 'L. .IRO %. �iTta 1341{ bl4lwa ] Beleme¢n MniLm MDAi ]OXP®Wbls NE(w9nM 8®Il Xepd Rini 60 OwpnPmwn OVlRr WIgl.Buit WIM WMinAxYMM 10 Pl 33 w {0 aa a tl 62t4 a RS EWiAv •)ao -+10.0 •1A0 •11A0 •RO •11a0 •m.0 •]n0 .11n0 •m0 •m0 aIll -,HS. `AO -.00 E15 FpJ9. 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Hao Mao 6YeNi]Me 11.611-ASIO •AD .tlaa •mD .IRO •RO A1as •AO cu0om6W %S17r 17115 H0.0 -twd •m0 VSO •ma '1190 •"0 -I1O0 •)O. .11w •7a, -11ta H0.0 -nSa Nao -ttna L maft. IA%l.nale •m➢ .1 0➢ •mD .11a0 HOA .1fa0 `AO noR9 1191-\1615 N.A]-39.a11 •m.0 •IRa •Ra -nn0 •RO •RO -i a •Ro -n0.0 `m0 1- 2. Mw -11a0 Hao -1100 •RO rao •IIOA Ho.O -IIaO .110A -0n0 Hno -nA0 4A0 •RO •RO M1.D a10 •RO •A0 -1ia i0.0 EINw ILA]-n.sw •A .t wd •RO .1fa0 Hao .wLO •AO 9R0 u # ass Timl N )tlil et.lm-m%1 •m➢ -t RD HOA YLO •RO .m0 •RO a}0 --ma A.. 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Rol)-mate00 .na.o •10.D -II0.0 •too -Ima 170.0 400 •7.a -11.a ono -no.0 •lo.a am0 Hut .nno p�bnBv mni-maw .ma -nod .m.a -+too .rno .HOD •m0 am0 BlvMmvmnM IL]n-RSu0 -nao Hao ama •ma -nno •)a0 .1Ro •too -nno •]ao Mao •la.o .nao •too .nao aim eYWORaI•� nen.m8w •mN ,,as •ma -nna .m0 nmo .RO nmo QnomsW Iii. -R50.o -0R•lt0 -1ma +a. -Has •)no -Itn. -no '11.. 'to -nAa •md -0mo .ma will WbncL usn. Anl6 .roD Mod .R.o .H0.o nno nmo .R0 n+ao wa.me0.. usn-m1!no -vo.o •mD .nna .too -nno •too nmo .too .vno Ho.a .nao •m.o -no.o •mD -.as -Hm •too -vno .mv .Hm .Rv -nao 9Maw 11.A1.12o1gd .0.0 •RO MAO •AO -11a0 Vna .nao Hao -nno •Rd Mn0 •Rd -+140 •RO -Hat - •AO .110D •AO -11n0 •A-0 n140 •m0 -I1n0 R RSn-{tdYua Ma.O •RO Mta •A.0 .11ao •)n0 •1140 •RO o1n0 HO.a Maa HAO -1f00 Hao -w1.1 1-{I.a1.ADAf0.0•AOATiml niEWCtlm. iL311-R610A0 -n00 'as .11. •Ra -nao Nno •IRO Nno -n00 •RO MSo •Ra -,as •Mo -Imo Sint eww Ad RD RO 110o H0.o .1100 •RD .I IaO EPJEISv 51u¢vOP.w� P0.51)-3L61e0.o IIM-3en0AD -1R0 •]Q0 MAO •m0 -nno •]0.0 .l 0 •AO -i10.0 -llao •RO -11na •10.0 •RO -11a0 •HID .11n0 -11n0 •lOd •m0 -I1n0 -nno .RO •RDa n%.a •]AO -w1{ Og6n-fl.ete •AP tln0 •m0 -11n0 Haa -11na •AO .1100 giyaFbaM Il611-m6w •AA9R0•Ad -1100-I1a0AO .1 Q19ingG tool}-m410A0'Has •)00 -111. •R0 MAO •RO Mna •Ra Itna .....nna AA nna RO Ma Oslem6lu in51-IIew .RO .IIOA •R. .1f00 •RO �110.0 •m0 -110t Q19 unga. 1]nl-Aafeao .11na N0.0 .1 0 •Ro 41n0 •MO IMC •Mo 1110 •]00 -11A0 o0A IID0 -MO -16a 1)SI1.IIae .Ro 41. •Mo -11..m0 41. •Tl0 -11. Nelw Bb RE1)-1....e -,,is •RO .11a0 •RD -HPa •Ra Mao •1 a -ffie •]n0 -wa3 .RO -Roos •Ro -IR.a I'M •To. Ito •RO -11a0 CufmnBal 11wi-1{a100 -11oa •m.. 11sa •m0 -Tan •Ra Mn] •ma ar.1 .RO aAI "at 91A .ma 1.1-Iaa11 .AD -nao .m.o Mao Hno Mn0 •RO 1. p].0.0Mao H0.o .tlw Va0 ... •)na N.0 •ma all Nno.AA 11A{-1101e •RO AR0 •A.O Mn0 .AO n1a0 •RD Mn0 lo.etf-N8Nno Alto •70.0 Moa •m.o -n0o .ma Mn0 .)n0 -ttoa IS..1R0 N0.0 .101. Hao aao 41.0 •AO 4111 .ma .nno .AA M0.0Man Ga1Wa9w re%1-aal.O m511-1a510n0 unla3f+6o.o ant-Jrs1.w -IIaO HOA -tlna Its 41n0 9a.0 'Hat IAO .no.0 nao Mno no.o -n0o •rnotoonma0nmoyu.7-Itsle Mao -H0.o nmo •RO -HOD •l40 •Ra .HnO .too .m.o .Hno Hoo -11. -nt0 -n00 NOo -R.. Hoa Mw .. -vnomsnssla HAO •A.aH .11.1 HnoEa 31311-Sfle `AO -1f0D •Ad n1n0 .ma .I1. •RO .11" 4 ton} w.6w •A➢ .11A0 •RO nw . 0 .,,a. •AO .11Q0 S aPa. LuaeosL in¢CvmIM aiaam •md IS •m0 -Hao .too -lino •Ro -I1na DuamnBn m6I)-aAsieAo -nao Hao .no0.NaI+OAtoo.11. NOD MaA •Ra -Ha.o .too -las .rao -".a 9iowp R6w-mb+ea n+n0 •rno •nao •too .Sag •m.0 an1 •tn0 a31 •m.o aL •ma m{ HtoEye111. .ma ,,as •m. n1a0 w EwMw Rnlnduas .nna Hoo Mo.o •R.o Mn0 .m.t mDo •m0 -n0.0bnst. total.I'M {mD ai0.0 .m.0 mno Nno nmo •m0 nmo Llnlmew 3111-m5nao -1ma Ho.o Mao •too M2e .m.o -1R• Ina aae •m.a al.{ Nnt an{ ,as aLe usn-male ao -vad .Ro .Hao at0 .vno •too Mao nl�Eaea.- a..-3g6+e N40 -nno .too -nao •rao M2e •Ro .0 •m0 am, HAO .0.1 Nno Ylo •m0 too sY•benwl•. mne.aew .md .Ima •too -++ao Nm -naa •mA -Ilao K. Tail -- I I Nto M0.o no.0 Mao Nao M2e Nno 0.0 .Ro ax! n0a ao.+ aao ano na.o ao.o GIDe nW - 08•. •mA awd •Ra .nao .too MnD .Ro nmo SEETABLE 11. U.M. to rvn ancnvn unwrwru uura.nn. . _._.._.. _ " MIN. SASH HEIGHT -WINDOW BUCK HEIGHT - 50.136 "MIMSASHHEIGHT-WINDOWBUCKHE V LYNN] *: No. 58705 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLEDTHROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT ISAS PERTHE FIGURE. 3)FORSRESNOTSHOWN.ROUND UPTOTHENEKTAVAILABIEWIDTIIORHEIGHTDIMENSIONSHOWN ON THE TABLE. N.14311MR31276 SASH HEIGHT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) 'GLASSTYPESBTHROUGH 16 MAY NOT BE USED WIIH - .eCHANNELORINTEGRPL PRODUCTREV19m FIN FRAMES a ecmoyintwMdaonsrdA BwMmBCAde A.v.PImlOa Ht/ Exalia+b➢Daata MmaI ¢15 TT➢.W[I I DESIGN PRESSURE TABLES I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 7 OF 13 B FOR ANCHOR GROUP O_ TABLE 10. SHEE79 MAY SE USED. - -s �� © 0��0� 0 0�a0 © © �0��0 © 0 g0��ON 0000900000a0go001000000000000ga0go0 0 © M © m © 0 © 0' E 0' 0' Im®�00000000000000000000000000000n0000000000000000000000000©0000000 � onoon00000000000nnnnoononnonnnoo©ononnnonnn©oonoonoonnu©©nononn a� ��0000n00000nnon000nonn0000noon000000nonno©n0000nonnnonno©nn©0000 cm�non000nn00000nnn00000nn00000n0000n000000000n0000000000©©©on©non ��nnonnnoonoononnoonnnn0000nn00000nonnnono©nn000000nnnnnonnoono©© ®®�0000n00000nnonn0000nn0000000nnonnonnonnn©noon0000nnonnonno©0000 m�nnnononnnnonnnnnnnnnnnnon0000©0000©000©©©0000©0000©©oon©nn©©no© ��ono©non©©000©©©©©©nnnnnonnonnonnnono©noon©0000nnnnnnnnnnnn000©© ��0000000©00000©©©©0000000000nn0000©0000©non0000000000000©000©©oo ��onon000©©000©oo©on©oo©oonn0000000nnno©©000©000©oon©000©00000©oo ��nnoononnnnonnnnnnoonnnnnnoonnnnnnnnoonnonnnnonn000nnnnnnnnn©ono ���onoononono©nonoo©oonn0000000©00000©000nonn0000noo©00000©©o©oo©© IIIIIIIFTI-'F1��oonn000©000©©0000n00000nnn00000000n00000©000000000000o©000nnnoo ��nnonnonnnnonnnnnnonnnn000nonnnonnoonnnnnnnnoonnoonnnnn©0000000n �cl�000n00000000000000000000000000nn000000000©000000000000000000000, m�on00000nn00000nn000000nn000nnnon0000nononn0000000nnon0000000000 �c�0000000©00000000000000000n000000000n00000000000000000000000nnoo ��nnon000non000©nnnonnnn©onoononnnnnnnn000nnn000000nnnnn000000non ��000n000nn00000n000000000000000000000000©000©0000000n©0000000000 ��0000000000000noonn0000000000noonnnnnnnnnononon©nnoonnnnnnnnnnno ��noonnnno©nnnnoo©nnnnnnnnnnonoo©o©nnnnnnnnno©onnonnnnononnnnnnnn a�t�nnn0000nnnonnn0000nnnnnoonoon000noonnnnn000000n00000000nnonnnnn ��nn00000000000000000000000000n0000000000000000n000000000000000nn o��n000n00000nnoononn0000noonoonnonnonnnononn000000nnn0000n000nnnn m�noonoononnoonnn00000nnnnnoonnn000000nonnnonoonnon000nnoonnnnnnn �noononnnn000nnnnonoonnnonnonnnnn000000nnon000000nnn000000nnnnon ��nn0000n0000nnnoonnnnnnoonnonnonnnonn00000nnn000n000nnnnnnnnn000 - m�noo©0000000n©0000000n©nonn000nonnnnnnnonnnnnonnon©oonoonnonnnnn ��ononnononnnnnnoonnnnonoonnnnnnoonnnnnnnoonnnnnn0000nnnnnnnnnnon c�a�n000noonoonn00000nnnn©000n000000nonnnoon000nonnonn000nonnonnnnn m�on00000nn000000nn0000nn0000000nnn0000000nn00000000nnonoon000000 m�noononnnonnnnonnonnonnoonnononnoononnonn00000nnonon000nnnnonnon m�000nnononnnnnnnonnnnnnoonnonn000nnnnnn0000nnonn0000n0000nnnnnnn ���n000noo®ononnnnnonnnnon0000nnnn000nnnonn00000000nnnnnn0000nonon m�0000nonoononnnno©onnnn0000nnnn000nonnnn000000noonnnnnoonnnnnnnn - ���0000000n000000nn0000000000000000000000000000000000000nn00000000 ��000nnnnoonnnnnoo©©nnnn00000nn000nnnonnn0000nononnnnnnnonoonnnnn ��0000000000n000000nn000000000000000n00000000n00000000000nnonn000 ��onoonon000000nnonnonnon00000nnonnoonnonoonn000noonnonnonn000000 m�0000000000n000000n00000non00000000000000000n0000000000n000n0000 ��n00000nnnnoo©onnonoonnonnoononnonnonnnnnnnnoo©oononnnnnonoonnon ��0000000n0000000000000000000000000000000000000000000000000n00000 ���©nonnonnnnononnnnnoonnnnnoonnonnnnonnnnnnonno©©onnnnnnnnnn00000 ��oonon0000000000000n000000nn0000000n00000000000000000n000non0000 nnnnnnnnnnnn0000©nnnnnnnnnnnnonnoon©o�oonnnnnnnnnnnnnnnnnn©noon __0000n000000non000000n00000000000000n00000000000000000000000n000 ���n©nonoo ©0000nnnnnnnnnn©0000000©©000 ©0000nnnnnnn©noononnnnnnno m0�000000nonoon00000000000000000000noon00000000000nn0000000noon000 SEE TABLE A, SHEET 6 FOR DESIGN PRESSURESMEN US WGTHISTASLE. -MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 NOTES' i) USE THEABOVE ANCHOROUANTRIESREOUIR£D.._._._' i ABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE TUAX. ANCHOR O.C. SPACING __..... • TABLE INTEGRAL FOR ANCHORS INSTALLED THROUGH THE INTEAL FN. 3) FRAME DIMENSIONS ARE BUCK. 'MR'=MELTING RAL H) FOR SIZES NOT SHOWN, ROUND UP TO THE 5) REFER TO TABLES 2 B 3, SHEET FOR ANCF DIMENSION SHOWN ON THE TABLE. Na.5W06 N.VENMP.3W6 YalA�r5o�0G.6PaYiy GY OwYE Gn9F •NR9AIfT'LUYN6 � E PRODUCTREVISED emmdTOB' 17 t]nids �m�a3caaE Aec Ne �% .[LC. 'mmotxc AW BY Miami Mx Roduo QUANTITY TABLE I J ROSOWSKI mPrpArtomn SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 BTf EOUaIREANG Sa SH- Scala 7 =D No. `16 SH-5500 NTS S OF 13 MD-SH5500-01 B 00oo0a0 ENUM �0�a0ae0a ® ®mm �a�00000000000v0000n00000000v00000000©©0000000vo©00000nn000000©000 mnoonoonoon©©oonnonnnonnonnonnnnnoonnnoonnonn000nnn000nnn0000000 m m�0000n000©o©nonnoonononnoonoonnonoonnnononnonoonoonnoo©nnnonnnnn mv00000000voovvvovvoov000vv000vvovvovv00000v00000vvvvovovvv00000 m ��vvoovovovvvoovvvvvovvovonvoovovv0000vvoovvv000v00000vvovvvv000v m�0000vovvvoovovvovvovvvvoovoovvovoovvoovvvoovoovoovvovvovoovv000 o m o ml�ovoovoov000000000v000v000000000000v00000000000000000vv0000vvvvo 0 �nn0000n©oonnoonnnnn000noonononnonn©noonnnoononnonnonnno©0000nnn o I111HI�000000voov000000vv000v000000000000000000000000v00000000vvoov000 0�000noononnoononno©noonoononnonnoononoonnon000noonn000nnonnon000 �onoon000000©0000©0000n00000nnnnoonn0000nnnnnonnnnnnnoonnnnnnoon ��ov0000vvnoovv000000000000000vvvv0000000vov000000vvv0000000vvvov �0000000vvovoov0000vv00000v00000v00000v00000v00000vv0000vvoonoo0 �on00000noo©nuononnonn000nn000nonnoonnonoo©onoonoonn0000©no©noon van"coon©000noonnnoonno©oon000non©oonon000000n0000nn0000nn000000 �nun000vovoovoov000vvo©oo©on000©00000©oo©v000n©00000nvo©oon00000 �nonnnoonnonnnnonnnnnounnononnnnnonnononnnn0000n000000nnnn000noo �Bonn �000000©D000uln OOOOoon©oo©©ODoOo©Doo voovvovvovvovvvvovvvvvvov000vvoovovovovoovvvovvovvvoov©vvvovvvv on'13 vvoov0000000v00000vvv0000000v00000000v0000vvoov00000vvov0000nun noonnoonnno©nnnnoonnonnonn0000nnonnnnnonnn00000nnn0000nn000nnno noODoO�oo©000DODo©DDoovov0000vvvvvovvvovovoonovov00000voon00000 nnonnoonnoonnoonnnnnoonoon000nnnononnoonnn000nnonn000nnnnoon©nn "no noonn000noonn0000nonoon0000noonnonnnn©onnn000nnonnnoononnnoonnn vvovoovovvoovvv000vvvoon000000voovovv0000vv00000v000vovovv00000 noon©oonnoonn000nnnnnnnonnonnnnnonn©noonnn000nnonn000nnn0000nnn nnonnoonnonn0000nnn000noon00000000©000n0000nnonoonoonnonnon©onn 0©D000000n0000D000000vono©uvoo©oov0000vvvB000vvovvvvovvvovovvov ov0000v000vvvoovvvoov0000v000000vv0000vvvv0000vov0000vvvv000vvv 000noonnnoonnnnoonn©o©n00000nnnnon©nn000nnnn0000nnnnnnnoonnnnoo 00000000vnvoovvvnvonv00000000vovvoovvvvoov000v000vvv000vvovvnov on000n0000nnnnoonnon00000nn00000no©000a000nn000000nonn0000nn 000nn0000nnnoonn0000nn000nnn000nnoon00000n00000nnnn00000noo BRoonnnnnoon0000000n000nonnnnnoonn000n00000n000©onn00000n U13o©Do ooDOOnno©Do©nno0o0nno ©000©o©vv©00000©00000 ov00000vvovvovvovvovo ovoovoovvovvvvv0000vv: mon"annual mlov0000vvoovoovvavvovn ���nnonnonnonnnonn000nnn000nn0000n00000nnn000nn0000nnnn©nnnnnnoonn m000000vvvovv000vvovvvvvoovonovvnv000vvvvvoov00000vv00000vovvv00 m m�onnnonnnonononnnn0000©oonn000nnnnnoonnnoonn00000noo©onnnnnnono© m�00000000000v00000vovv0000000n000000000voov0000n000voov0000voono �000000non00000n000n000000n000n0000nnon©000nnoonoonnoonoononn000 E�©nnnonnnnn00n0©nnnnnn �0000000vvoov0000vvoov0000v000v0000v©00000000n0000vv111:11 Moonnnnnonnnoovnvvnvnnoonnnovnnnvonovvnn000000v00000000vvovvoov ov0000nvoovvvovvvoovv000vvoovovvv0000vvovoovon0000vovvvv0000vvv ovoovoovv0000000v00000000000vv0000000000voov00000vvoovovvovv000 nn0000n0000n000nn0000n000non0000nnonoonnnnononoon0000nnn000nnoo 0n00000noonnoo©0000n00000noonnon©o©nonnnononoononono©oonno©Donn 0000v00000v0000v0000000000000v0000000001111 onon" voovn000nn00000000voovoovovv00000000000voovoovoovoov ovonv000000v000vvvovo nmunnoanonn0000nonoOoo�n0000DonOn©OnnOnnoo "Bonn BOMB ov00000000v000vovvovv oovoovv00000vov0000 oov000 SEE TABLES5&b.6ntt I UronUtmunrnw------,nia,w... MIN. SASH HEIGHT a WINDOW BUCK HEIGHT-50.136 NOTES, 1)USE THE ABOVE ANCHOR GUANRTIES REOIIIRED.._...._' TADLE FOR ANCHORS INSTALLED THROUGH THE FWNA2. 2)USE THEMOW -' ANCHOR O.C. SPACING .......... ' TABLE FOR ANCHORS INSTALLED THROUGHTHE IMEGRAL FIN. 3) FRAME DIMENSIONS ARE DUCK' 'a MEETING NAIL i) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTOIMENSION SHOWN ONTHETASLE. 5) REFERTO TABLES 2 & 3, SHEET 2 FORANCHOR GROUP DESCRIPTIONS. * N5. &8705 WLPMIIMOC.9gNgM rrgpF '9h�KIf WYYh 1 PRODUCTREv1SED Bw Plylnmd,NLFb N bIdmB Cafe Aaepmw NJ % O/S'iD.. G Eary Nun Due. u u /JIYM r 1DTDTEcxHaoovGwE ANCHOROUANTITYTABLE JROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 1 9 OF 13 o 0 0 o BBOBBOBBOBBOBBOBBOBBO o o m m BBOBBOBBOBBOBBOBBOBBO o© m© o m®BBOBBOBBOBBOBBOBBOBBO oo�000nn©n©ou0000©n©oo©ou©n000no©o©©o0oo©no©000uno©n©ono©ou00000"O 000000000000000000000000000000000000000n00000000n©000000000000n � �0000000©00000000000000000000000000n00000000000000000000000000On �OOO©©OOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOO©©©©© OOOO©©OOOOOOOO©OOOOOO ®�00000©0000000000000000000000000000000000000©0000000000000000000 m1"I0000000000000000000©00000000000u00000n0000000000000000000000000 m�0000000000©©000000n0000000000©000000uon00000000©000000000000000 ��©00000000©00000000000000000000u00000000000000000000000000000000 m�00000000000000000000000000©000000n00000000000©00000000000000noo ��0000000000000000000000000000000uoo0oo00000000000©nov00000000000 o��©00000©00000000000000000000000000000000000000000000000n00000000 �11111millill00000©0000000000000000©00000000000000000000u0000000000000000000 m�©000000000000000000000000000000n0000000000000000000n00000©00000 mOOO0000OOO000OOOOooOO OOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOo ��000000000000000000000000000000000000000000000000000000000n©noon 0�00000000uu00000000000000000000n00000000uu00000uu0000©©oouuuu000 ®�0000000000u0000000000000000000000000000000000000000000000000000 �00000000©ou0000©00000©n000000000©0000000000000n000000©©n0000000 115=1111�0000©©o©©u©00000n000u000u©o®�00000u©ou0000n00000©oou©©oo©g000uo mz=111 ooO©OOooOOOOooOOO OOO000O OOOOOoOOOOOOO ooOOOOOOOO000On OOOOO ��0000000000B00000uuuuuIo0000000000000000n000000000000000000000©0 m�uououu00000uu000u00000000000000uuu00000000000000u00000000©ou000 0puzomm000000000a0000©00000000000000000000©000000000000000000000000Run Run Q�OOO On OOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOooOooOO OoOOOOOOOOOOOOOOOOOOOo OOoonnOOOOOOOOOOOOOOO OOOOOO00000OOO©OOOOoo �00000000000n000000©on00000000000000000000©u00000000000000000000 1313 0000000000000000000000000000000000000000©0000000000©00000 �EgicUll0000000000©00000000u0000000©©00000000000000000000unuumu00000000 m�000n000000000000000000©0000000©000000000000000000onaunuunuunuou ®�o©000u000u©u00000u0000uou0000000OO00000000000nuoou00000000uuuuu 0�00000000000000n©0000000000000000000000u000000©00000000000©00000 mlimmigm00000000n00000000000000000©000000000000000u00000000000000000000 ���000000000000000000000000000000000000000000000000000000000000000 ��0000000000000000000000000000n000000000000000000000000©000000000 r��00000000000000000n000000©0000000000000000000oo©oov0000000000000 ��000000000000000000000000000000000000000000000v00000000000o000o0 ��00000000000000000n000000n00000000000000000000000000000000000000 m�0000000000000000000000000000000ounnunumunun 0000000000000000000 0�oono©00000u00000uu000000u000uuuoo0ououu000000u000000©u00000000u ®®0000000000000000u000000000000000000000000000000000000©00©000000 ��000000000000000000000000000000000000000000000000000000000000000 ®�000000000000000000000000000000000000000000000n00000000000000000 �0000000O000000uuuuuuuuuunuuuuuuuoouooO0000000000000000000000000 m�0000n0000000000000000000000000000000000000000000000000000000000 a= m��000000u00000000000000000000000000000000u00000000000000000000000 m�oon00000u0000uu000000000000u000000u00000n000uo©oo©oo©00©o0000n© rs 0000000000000000000000000000000000000n00000n00000000000"Hanuo00 0000o000000n0000000000000000000000000000000000000000000000000 O000u00000uuouoonuoonon0000nuu00000uouoonn0000000©uuu00000u0000 ®�OOOOO©OOOOOOOOOOOOOO© OOOOOOOOOOOOOOOO00000 OOOOOOOOOOOOOOOOOOOOO SEE TABLES T 68. SHEET T FOR DESIGN PRESSURES MN. SASH HEIGHT= WINDOW BUCK HEIGHT -MISS IRIS TPHLE * : No.58705 NOTES: �0,�'- STATEIT 1) FRAME DIMENSIONS ARE BUCK NESTING RAIL 2) FOR BUSS NOT SHOWN. ROUND UP TC THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. YYYisIONALIENI g) REFER TO TABLES 2. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A LYNN MILLER. PE KVENICE. FL S/275 QUANTITY TABLE 'GLASSTYPESBTHROUGH 18 MAY NOT BE USED WITH JCHANNEI. ORINTEORAL 6 FIN FRAMES PRODUCTR. VISFD complying wig. Jx FllYida Building code <.upwre lb 1 •0 O pG Enpintwn D#e IJrn.. HUNG WINDOW INSTALLATION - LM 1 05/15/15 NTS 1 10 OF 13 U- 'ezE NELFRM.E 13]6 OJ�CHANHEAD/JAMB 1 3ASY -� D 2A4A• �0001 '825' JCHANNEL -r JXY FRAME SILL ANY .625• MANC£FRAME T LI O HEAD/JAMS 3" 1 �oOo OEpUAL IEGFBAE HEAP/JPMB 2.461• 1 �0001 LEG OEMAL FRAMESILL .OiE �if-- .O6B• nr —� i.t66' REI REINFORRCECE NF � MENT ]9P ,.03E 1331' F� OSTANDMD MEETINO RML REINFORCEMENT T -�J 1215 t3M• I �L 2.1�00' 1 2.11E r �1 ATY ���Ij`- 1.565 .065• 1 .O6S +j�-jl ]3'S7 .911' � � Sw(I—/r1f-Tye .� Aii' 1�^c ��. TT 11 355' Ily��� llff�� .OiO'u J a5a 959• 12JP �-- —••-I 100E F— -935• SASH STOP LIFT MILE LIFT RML BEVELED BEVELED 1� EETINGRML 16 SASH MIL ,] CAe VVEERm 10 SCREWCOVEft 19 INTERLOCK 20 INTERLOCK COVER 2, INTERLOCK R2 INTERLOCK COVER AM Ala. +1 .15E 25ORO^ 9H REINFORCEMENT T ,.OA,• 13P ---j 134E �— zi HD MEETING RML REINFORCEMENT ] '1 .300' L1 .; ?�~.•' 110ENgF•;�(((� �_ I M°I�� S61• I ' 1 .50• .]50' � * ; No. 58705 6� LAA91G .03E �GUED R D ATE I}, �� 10ioTECE FLU TORNE WINDOW EXTRUSIONS ROSOWSKI O N. BEADING O SCREEN FRJWA SCREEN FRMA OAFS •.,AiOR,pP � ••�� N 1 n6 81 RIM, SZONAL N� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/V E1,�`�� wrOMfO�wc s..MyuH- SR. sr 'MVNo. Irw: A LVNN MILLE0.P.E ��-�•.m. �b SH-550O 11 NTS 11 OF 13 MDSH5500-Ot 9 x Partfi Description Material 78 Kommeding 4SG TPS Spacer System 77 QUanex Super Spacer nXT with Hot Melt BI1ty1 See this Sheet ter 78 lQuanex Duraseal Spacer � Matedaisls 79 lCardinal )(. Edge Spacer NOTES: 1) PVC BY ENERGI WINDOWAND DOOR PROFILES, LTD. TO BE LABELED FOR M EXTRUDER CODE. 2)ITEMS S 0.13,15,24,26, N.M. 39.61.62. 6 71,AT3ARE NOTUSED ANDARE NDTPARTOFTRISAFPROVA yl BUM STRUCTURAL SILICONE STRUCNRAL FOAM 'NO FOAM YISOBUMENE WITH RN DESICCANT DESICCANT EXT. GLASS L . GLASS — —INT. GLASS C/U/ —1w. GLASS KODISPACE SUPER 0 4SG TPS � SPACERO N)cr DURASEAL& XL EDGET SPACER SPACER ;::eoDucr RevlsEn v aomd)NewiI616ePN4L BuilLmg Cade 11111II Att rtWm No 17 Ga3D.o§ .� Op1Y LYN/y , RMJm: E2D9n Nm5� •!!/(/'•�— Mtmni oCe Rohn - Na 8705 'P *;' =P (� `4: 16TOTLBJNNOLOGYDRAR BILL OF MATERIAL (BOM) ROSOWSKI STATEop �� KVETICE.RMVS lC ...Y.. .....� 1(911yAe0.1666 SINGLE 05 %SS/ " NG� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 2ir'INAL1E111���` isrxawris°s�ic yW smk soave omnm xe Rw: KI-mm,um PE. _""'°""' '`�`° - SH-5500 NTS 12 OF 13 MD-SH5500-01 B OPT.PIIaR INTERLOCK& COVER FRAME ASSEMBLY DETAILS EXTERIOR NOTES! Q 1) SOME PARTSO IONS NOT SHOWN ON DRAWING FOR CLMT'. P)JL Na FRAME SHOWN, PARTS 0 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6& T. <) USE ERHER SASH TOP LOCKS OR S BOTTOM LOCKS. OPT. SWEEP LOCK OPT. AUTO LOCK 0". PULL HANDLE WITH ATCH SASH ASSEMBLY DETAILS EXTERIOR r—T.A & COVER MITERED FRAME WRH INTERIOR AND EKTERIOR FRAME WELDS Wa FIoME 11)10 w [IRWE EXPLODED ASSEMBLY J ROSOWSKI N. VENICE, R.M75 801 °1800 SINGLE HUNG WINDOW INSTALLATION- LM 05/15/15 o�vglmrtomn IVTP6W11�.9.pG CENT. NMO�FKreNRms.�NS 713 OF 13 M MD- SNwH5500-01 nB