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HomeMy WebLinkAboutNOASCANNED " BY MIAMI•DADE St• Lucie County MIAMI-DADE COUNTY u PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RF.R) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 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, modellseries, 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 Expiration Date: July 30, 2020 Y11/10/0 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC; TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NOA No. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 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 erez P.E. Product Coniro x*iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 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 07/04118. 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 09115/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and seated by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted 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@100001—Irm"NM 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 explrlug on 07/30/20. Man Pere P.E. Product Control Eyfiminer NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE FXAMPLEFOR ,12&118-MAX. O.o. RADIUSTOP / \ 54' MAX. BUCK WIDTH HEADER(SIM. 12-MAX. FROM 3V WINDOWTYP S FRAMES. B, SEE_ ~1MPX.O.C.� SHEETS J A,ET3 SETS .�«30'MPX O.C. 12. SHEET 3+ FIXED NIDT _ SHEETS I LIGHT WIDTH A. SEE 12' MAX SHEET3` I FU(ED EQUALLY MIDDLE EQUALLY / 1T-T1TNUXO.C. / LIGHT ANCHORS SPACES T �TABLES61 I HEIGHT TABLES Lll ! 0 1 �. 0 T MAX X 10'MAX.0.G BUCK HEIGHT X I Q EOVALLV / T13.314'MAX. A O.C. EQUALLY SASH SPACED SPACED VISIBLE ANLHDRS FER / ANCHORS PER LIGHT TABLES 9-11 - TABLES S-il / HEIGHT I+- 54'MWCBUOKWIOTH --1 �NOTC SHOE ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION ASTM CSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. "I PEH N 4)ALL WOOD BUCKS LESS THAN 1.10 THICK ME TO BE CONSIDERED IX IN: DEPICTED AS 2X ARE 1-IQ' THICK OR GREATER. IX AND 2X BUCKS (WHEN I AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR AF 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORES: SHOULD BE SEALED. OVERALL SEALING(FLASHING STRATEGY FOR WATER 6)1/4' MAX SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING ANI B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTUF C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 6) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TH USED IN THE DESIGN OF THIS PRODUCT. WE 1.6 LOAD DURATION FACTOR USER INSTRUCTIONS: 31-E18' �~ ANCHORAGE E%AMRf MAX. O.C. FORARC1410P HEPDER(50.1.FORALL 12'MA%, / / WINDOW TYPES) -(f •MAX. 1\%'MAX. FROM FRAME SEAM 1 SF B. SEE __ �t3O'MAX.O.C..�I_ ��•...v 1 91.78' GPACEOJ MAX ANCHORS PER 0 BUCK TASLESbll —� HEIGHT 10-MAXO.C. X II( 13.31VMAX. GO. EQUALLY J— PACER BPACM ANCNO TABLE5841 - Al 99? MAX DESIGN PRESSURE RATING IMPACTRATING VMIES PER REINFORCEMENT LEVEL. SEE SHEETS b] LARGE&SMALLMISSILE IMPACTRESISTANT 52.1/8- MAX. BUCK WIDTH L,� SEES BETS T'' 1-1/4- I e&9 y t2-MAX �1 9-TIB'MAX O.G MAXA HEIGHTBUICK I 4 /---' 13a14'MA%. O.C. -T —� EE SEE S I ' SHEETS JJ q 8&9 �t 0-1R MAX � .,.. •.--.. Dr :HORSATSILL �-1\ 1-1l4' T b' BUCK HEIGHT AS SHOWN (91.]B' MAX) SASH NSIBLE 54'MAXBUCKWIDTR �NOTLN DETA85. \--NOTCHDETABS, -NOTCH DETA6S, LIGHTWIDTI SHEETS SHEET3 SHEEIA ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN ELEVATION FORTOVIEWCONFRAME ION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONRGURATION UP TO ANCHORED THROUGH THE NAIL -FIN iLING WINDOW 75- HEIGHT SEE TABLES 4II (SIMILAR ANCHOR DIMENSIONS FOR OWERCONFIGURATIONS) IIREMENTSOFTHEFLORIDABUILDINGCOOE, INCLUDINOTHE HIGH VELOCITY HURRICANE ZONE(H )L GENERALNOTES...._._............. -.._._........... .._1 JS. FOR INSUWTED GLASS INSTALLATIONS ABOVE 3V IN THE HVHZ,WE OUTBOARD LITE(CA`) MUSTTEMPERED. ELEVATIONS ......... -.... _.......... _.... .-__........ 1 DE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. FRAME, GLASS & ANCHOR OPTIONS.................2 :HORTYPE. INSTALLATION. FLANGE & EQUAL IEGEOX.... 3 ALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECRYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN& J-CHANNEL...4 LED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS...... ........... ........................... HITECT OF RECORD. (AOR). DESIGN PRESSURES .......................................... 6-7 NG OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCHOR QUANTITIES ............... ..... ................ 8-10 ESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EN PROFILES.._. .:........... ..... _- ........... 11 RODUCT IS NOT RUSH TOTHE SUBSTRATE, USE BRIMS CAPABLE OF TRANSFERRINGAPPIIED LOADS. ASSEMBLSSEMBLY&PARTS LIST .... _............. ............ .. 12.13 GLASSPERASTME1300. CODESISTANDARDSUSEO: 1& CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE (FBCL BTH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. WE 33.1I4% STRESS INCREASE HAS NOT BEEN •ASTM El300-09 VAS USED FOR THE EVALUATION OF ANCHORS IWO WOOD. ANCHORS THAT COME INTO CONTACTWW OTHER -ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION WILDING WOE FOR CORROSION RESISTANCE -ALUMINUM DESIGN MANUAL ADM-Ml5 FRODUCTREVIS® ITS PER CURRENT FLORIDA SUILOWG LODE AND TO BE RENEWED BYTHE AUTHORITY HAVING JURISDICTION. .AISI 5190-12 °G �dY✓e 0r PbNd9 Butdmg O CRETEFLE%NOA; ELTA AGGREGATORNOA; ENERGI WNFLLE DOW AND DOORPROS, LTD MITE 88RON]FNGKTER �gISC36b10 q,.�„�,,N 617• a.o5 BUILDINGOFFICIAL. ,(DETERMINE WE MOSTSUITA,.......,CHOR..�,.,UPF,.�..TABL .- 2)DETERMINE THE SUITABLE ANCHOR OUPFROMTABLE520R TOWE CONDITIONS. No.58T05 ., I-AMNG 1), ANDACCORDING SIZE. ANINSTAIWNDOWSTION 3)KNOSUR YOUR GLAZING".IION C �`JJ® T MUST EQUAL OREXCEED TH DESIGN PRESUREEQUIREENT FORNDOWSDESIGN PRESSURE FROM TABLES bB.ITMUST EQUAL OR EI(CEEDTHEDESIGN PRESSURE REQUIREMENT FORTIE WINDOW (r` 1�3J�4/` 10TOTECHNOLOGYDRNE OPENING OBTAINED IN STEP I. THE A'CHOR/9USSTRATE WU-MEETREQUIREMENTSFOR 'A '• 'O •. S TE N.VENICEFL34 6 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES&11. VERIFY MET. :' 2` (XIMBDI YOUROPENINGS CONDITION FROM TABLES 20R3.ANDWATALLMIN. REQUIREMENTSFROMTHISSHEET-SETARE INETALLATION. (1'•.•A(�IOp 'A NOTE:DEGIGNPRESSURERATNGOETE IRMMVON STHESAMEPROCESSFORP FRAMENTYPES(bCHANNELF GE. AS;fg INI1A111 LIENGV\` ALYYPEOUR5 £. arc INTEGRAL FIN OR EQUAL LEOBOX). CERT.OFAUTH I329B D415mwn AUPDATED TO FBC 2017. - JR - Bily Id,Pin3eU 06/06/17 4L NOTES & ELEVATION J ROSOWSKI UPM1: HUNG WINDOW INSTALLATION - LM 05/15/15 Ry1e SA.B puritp No. Hm. 500 NTS 1 OF 13 MDSH00-01 B55 Giese Type .K [esedpdon (UstOd from Exledoras Interior) Design Pressure Tab1.N sheettl B TIE Laminated l.G.:11T A Exterior Cap +711F AkSpace+ Bra- Learmusted;(2) Law of 1W A Glean With.090• PVB lntedayer 7,5 6 6 TE Laminated l.G_-Inn TExterior Cap +711V Air Space +&IF Laminated; (2)Wes of 11V A Glass Wth .090' PVB ktedayer 46 6 7 7/8' Laminated I.E., W16' A Want, Cap +WX Air Space +511W Lorimar; (2)Lines a11JV A Glass Win .OW PVB lntedayer 4,6 6 8 71V Laminated l.O.: WIT T Exlodar Cap +TV Air Space +WIV Laminated;(2) Lee of 1W A Glass Win .09E PVB Wadayor 4,6 6 8 718'LamWted l.G.: lar A Eatedar Cap +V1VA n Space +SVI.anninated;(2)Lines of 11W H Gass Wtb.o90' SG Interferer 7 7 10 71r Laminfled l.G:11V T Sated., Cap +711V An Space +VIV Lnninsted:(2)Liles of 118' H Glass WN.mv SG lntedayer ] 7 11 71r Laminatedl.G.: WIV A Extodor Cap+&W Air Spare+5116'Lamirsted: (2)Was -f W H Glass WN.O%' SG Ntarlayer 7 7 12 7fELemiwtod l.G.:WIT TExlenorCap +&E Air Spa- +UIV Laminatae(2) Utes of 1IW H Gress Wlh.097 SG Interferer 7 7 13 7ir LemWted LO_-IM A Extedar Cap +511G An Spats -7116'Laminated: (2)ULe-1 Xl V A Glass Wlh.rolY SG lkedayer 8 7 14 778'Laminated LG_17E TExtenor Cap +&1E Air Space +711T Laminated: (2) Lou. .1 WIV A Glass Wb.090' SG IntmlayeT 8 7 15 ?IT Laminated I.G.: &tE A Exlonor Up - Ile Air sow +711E Undress; (2) Uiea of &1V A Glass W0.11BE SG Imedaym 7 7 16 71W lamiretedl.G.:&1s'TExtorter Cap +l7R Air Space+7118'Laminated; (2) Law at&IV A Glass WM.M' SG Ntedayer J ] .....�.....--........-_...._.._.._ Group .... Anchor Substrate Min. Edge Distance Min. Embedmenr E 2-11T X .131' Cam. Nag P.T. Scediem Pine (SG-.55) &8' 2-711E 2.11T Ringaherlk Roaring Nall P.T. Southern pine (SG=.55) 31V 2.771E gOil)Trusshead SMS (steel, 1841 S.S. on410 S.S.) P.T. Southern Pine (SG=.55) 1W Iva. 83.7 Aluminum, 60E TV 05E .0 Steel Stud, Gr, 33' 31W 0.0451- (18 Ga.) -_- Feel, eel, A3E &8' 0.05E a12SMS (steel, , 1885.5. a 4t[s.s.) P.T. Scuthem Pine (SG=.55) 911T 14YW Aluminum, 606iT5' &8' 0.0B3' Steel Stud, Gr. 33' &8' 0.050' Steel, A36• &B'I 0.050' 'G'LAS$ TYPE56 , 7, 9.11.13 &15 MAVNOT BE USED IN • THE HVHZ ABOVE 30'. - MIN. OF THREADS BEYONDTHE METAL SUBSTRATE VNOROUIED CMU'VALUES MAY BE USED FOR GROUTED CMU APPUCATONS. Glad OpBons (see Table 1) Frame COnfiga (we Flg A) Frame Shapes (sea Fig C) Installation Options Nat may be used 1(#4) 5-16 Equal-Lite, OriarProVew a College SquansdRect., Arch -Top& Radus-Tap Through rho trams ofthe Wndow.... ....Into 2X Wood FmrndBuckYdp- sheet 3, Goren 1 ....into CencadelCMU- sheet 3, par.2 .ihmugh lX Blukatdp into lbncrotdCMU-sheet 3, option ....into Metal - sheet 3, option 4 Box 5-18 Evallite, OdeCPmdew BConapa SquarafRett. Amh-Top& RxSus Top Through the lame of0esiedow...... ....Into 2X Wood FrsndBuckstrfp -sheet 3, option 1 ....Into CorlcretdCMU- anewt 3, Iapf.2 .... through 1XBockstdp into CaneretdCMU-shwt 3, option ....rib Metal -sheet 3, aplion 4 JChanral tat) 5-8 EWal-ite, OdeVPmdew &Cabege SepaarRect., Arch -Tap& Rados Top Through the Integral in...... ....Into 2XWood FranwJBucksbip-sheet 4, option5 ...Jm0 Metal - shoal 4, Want Through Me herne.... dlhe Wnd..........Into into 2 Weod Frame'Buclestdp- sheet 4. action Metal -sheet 4, opron8 Integral Fln 5-e EquYlaa, OdY7Pradew &Collage SA.reTopct., Arch-TopB Redius-Tap through 8ro in1 ral 5n...... ....Into 2X Weed FmmdBuckablp-sheet 4, opron 5 ....Into Metal - sheet 4. option? Thmughthehame of Na Wrhow..... ...Into 2XWood FremelBuckstdp-sheet d, op8on6 ....Into McIY -sheet 4, option B N<' g W EOUALLITE OREL COTTAGE —a-j BUCKWIDTH U_ x +{BUCKWIDTH�— U i re Y{BUCKVADTHIf I U x MD RECTANGULAR x RADIUSTOP U m ARCFFTOP WNDOV7 SHAPES AB ABOVE OR SIMILAR ARE APPROVE[. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SPX FROM THE TABLES ON SHEETS &10. rr ON YLYNN ..M .�, No.68705 •MIN. OF3 APO'., 6 I7: N�VFIl N 60RNE THREADS BEYOND THE WO �ilv 'C '•-;P(ORIOP:: �`_� Ss$' N' (B4t}480.1600 METAL SUBSTRATE. 7A 1-E`` 1` A•,,�NA1.Nx ALYN/✓IIIUWP.E rarsrunoanr FIf.11RG R. @4ME TYGES I JI © I I IF —.I.- JIB s lIR Metered Min. Fs I Min, F. Steel Screw 92 it. i 120 ka1 18&Srree, ae Ind 95ke1 4105rams Bond 110ka1 Eke AAAraOeavir 5T kai %Eel Ek.NbaCanb 410 SS 000 CarI 155ksl 1VAlod In Ind 189.7 Net 6 Ttmunimsn 16 ks1 IIkel A395tee1 36kai 58 kai Gr. 33Stn3StW 33kY 451 I ANCHORS RE -GROUPED. - JR - 06/06/17 'A'=ANNEALED 'H'- NEAT STRENGTHENED T=TEMPERED PVB'=.090-TROSIFOL®PVB BYKURARAYAMERCA.MC. -SG-=.090-SENTRYGLASG INTERLAYER BY KURARAY AMERICA.INC. PRODUCTREVIIID sa.x'lyID9 fthdetladr Sunds-Cody AnzPh3:a Ha 17•Ldo30 05 - _ Dar 20/� MB a Cede ANCHORS/FRAME OPTIONS I J ROSOWSKI Po6: HUNG WINDOW INSTALLATION - LM 05/16/15 sml.: Sheen 'MD ' wr: �500 NTS 2 OF 13 -SH5500-01 I B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGIBOX FRAMES INSTALLATION OPTION i EDGE DISTANCE ANCHOREOTHROUGH EMBEDMENT FRAME IWO2XWOOD FRAME OR BUCKSTRIP. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. I-- IWMAXSHIM SEE NOTE 2, THIS SHEET. n EMBEDMENT FLANGE FRAME y EDGE �L DISTANCE DG SHOWN}T ❑ �a SHIMTYRBEDIENTANI SHIM EMBEDMENTDGE R� 2 PE, EDGE EMBEDTYP.AMENT AN EMBEDMENT AND EDGE DISTANCE PER L� a DI STANCE PER SUBSTRATE, SUBSTRATE, SEETABLE2,5HEET2. ,• SEE TABLE 2, SHEET 2. 1B -II FIXED 19 20 On. SASH TOP FE VISIBLE LIFT RAIL FRAME LIGHT FORAILWINDOWS: NOTES: SHOWN HEIGHT I ANCHOR Q 3E5- L_ 4g 48 FROM EAND AT 1) USE ONLY 21 CENTER.. SUBSTRATE -APPROPRIATE CENT 22 O ANCHORS LISTED ON TABLE 2, RMDOWS•VMDE: SHEET 2. FOLLOW EMBEDMENT 00 O35 OVER ]2 a IONAL EDGE SHOWN MAY SCREWS Qt63IB' INSTALLATION ION SHOWN SCREWS 14 45 46 d] 35 FROM END. BE USED ON ANY SIDE OF THE BEUSEDONAN SIDE FOR WINDOWS WITH WINDOW. n BUCK ° BOTTOM LOCKS: 18 2)MASONRYANCHORSMAYBE O ADDADDITIONALWOOD HEIGHT 2. SCREWS®Bar 85 BUCKS LESS SHEET 2. UCKSL S SHEET 2.ALL � FROM END. ALL 30 THICK ARE 1XINSETOBE CONSIDERED IX INSTALLATIONS. SASH CONSIDERED EXTERIOR VISIBLE WOW BUCKS ARE OPTIONAL IF BL LIGHT UNITT INSTALLED LVTO BUCK HEIGHT SUBSTRATE. WOOD BUCKS 18 ORDEPICTEDGREATER. TER 2XARE 1 X BUCKS L ANO USEEITHEROR OR DB LBE DESIGN � LATCH OR (WHEN USED)SHALL BE DESIGNED (MENU USED) SHALL (2814��30 84 BOTTOM LOCK TO PROPERLY TRANSFER LOAOS TO OR INTERIOR NESTED UNIT THE STRUCTURE. WOOD BUCK WEEP LOCATION: 6-5I8' DESIGN AND INSTALIXTION IS THE NOTCHESAT FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. I OR ARCHITECT OF RECORD. BALANCE ZEX ERIOR FI%Ep VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND I% BUCKSTRIP I WO CONCRETE'CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT i14•MAXSHIM 1] EDGE •', 1 . DI STANCE BUCK WIDTH HORIZONTAL SECTION A -A DADE APPROVED MULLION, PEG 1l4-MAX. SHIM FLANGE FRAME SHOWN k100RN125TEEL - SELF-DRILLING- EMS(G5),SEE TABLE2, SHEET2. EXTERIOR 66 3) MSISLE LIGHT WIDTH OR HEIGHT INSTALLATION Ii (ALSO REFERRED TO AS DAYLIGHT OPTION4 ID 6] OPENING) IS MEASURED FROM ANCHORED THROUGH _��e Mnr RUIN BEADING TO BEADING. OMETAL FRAME SHOWN L,,— � —�- .22'%1.25- _ NO ANCHORS WEEPHOLE REQUIRED IN WICOVER� O FLANGECR 2Sr FROM 38 _ EQUAL{EG EACH END. - - FRAME SILLS VERTICAL SECTION B-B VISIBLE LIGHT FORMULAS WIDTH @SASH:BUCK WIDTH-b1Q' p FIXED UTE BUCK WIDTH-431B• HEIGHT (EQUAL-LITE) BUCK HBIGHTQ-3-15MW NI1H Iql FRAME INT I� 114'MAX. SHIM OG� D EQUAL a LEMOK FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL SHOWN TYP. ANCHOR TYPE, EMBEDMEW AND EDGE DISTANCEPER EDGE SUBSTREETABL— - ' DISTANCE SEETABL SHEET2 TECHNOLOGY DRNE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI MICE,FL%2l5 iBDt600 I 05 mercyartomn SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Pa. umusRo.wa seneyuean Scob: 55eaL om.my xc R.r. T-CF SH-5500 NTS 3 OF 13 MD-SH5500-01 B RT.OFAIITH. R2929B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME MT02% ANCHORED THROUGH INTEGRAL FlN EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE IWO V WOOD FRAME OR NOTE2,THISSHEET. SUCKSTRIP. SEE NOTE 2. THIS SHEET. I•--EOGEDISTANCE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL 1— EMBEDMENT - FIN INTO 2XNTOOD FRAME OR O IW MAX SHIM 1/4• MAX SHIM BUCK. STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16 SHEET. TYP. ANCHOR TYPE, SASH VISIBLE EMBEDMENTANDEDGE 18 UGHTYADTM r iT ❑ J-CHANNEL FRAME D0LD 1 DISTANCE ER SUBSMATE, a I SHOWN U J_ SEE TABLE 2, SHEET 2. o (SCREWSHOWN) 4d BALANCE T-- 7 TYPE VARIES - �� EMBEDMENT 1 `t/PMAXSHIM ttP.ANCHOR TYPE, 42 WITHSASH DI STMEDGE�{�)� WEIGHT 54 300 EMBEDMENTANDEDGE DSTANCE ERSOESTRATE, V SEETABLE3,SHEET2. 18 (NAIL SHOWN)� EXTERIOR ST L \\ f INTEGRAL TYP.ANCHORTYPE, EMBEDMENT AND EDGE o 3 FIN U�tlLI� CEPER SUBSTRATET 19 �{ FIXED NSIBLE E HEET2 ' SEET(NAIL FIXED 20 OPT. BASMTOP !CHANNEL NGW WIDTH SHOWN SAABLE,' NSIBLE LIFE RAIL ] FRAME 1 LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN IANCHOR@3.55 BUCK WIDTH J i 49 4B FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C 27 LEWUL SUBSTRATE -APPROPRIATE Z2 ANCHORS LISTED ON TABLEEMBED (WER MOOWS OVER36'WOE: ENT FRAMING OFSHEET 2. FOLLOW EMBEDMENT OAOEAPPROVAL MVWON,FBCONT COMPLIANT STEEL3,SHEE MAX. T2 0 pODADDITIONAL �1 STRATEUM/STEEL S 2 AND ELGE DISTANCE LIMOS.ANY SHIM GYBE VERTICAL OR HORIZONTAL. BEE SUBSTRATE PROPERTIES. TABLES SHEET 2. SCREWS@I&TV INSTAl1AT10N OPTION SHOWN MAY id 45 46 4T 35 FROM END. BE USED ON ANY SIDE OFTHE FOR WINDOWSWRH WNQOW- BUCK ° BOTTOMLOCKS: N10OR412STEEI. 1..� 1Y4•MAX. HEIGHT 50 15 ADDADDMONAL 2)MASONRYANCHORSMAYBE SELFARIWNG SHIM SCREWS@&31B• USED IHTO WOOD A9 PERTABLE 2, SMS(G5), SEE SS r- FROM END. SHEET 2. ALL WOOD BUCKS LEM TABLES 2&3, (]� 30 THAN I-V2'THICK ME TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT EIMER UNIT INSTALLED OINECTLYTO BB OPT. L ATCH (SHOWN) LATCH 16 OR UVI IOM LOCK(SHEET3). SUBSTRATE.WOODBUCKS DEPICTED AS 2X ARE 1-11P THICK OR GREATER. IX AND 2X BUCKS BS 63 TESTED UNIT (WHEN USED) SHALL BE DESIGNED FIN AN TO PROPERLY TRANSFER LOADS (2)1' 81 31 30 LOCATION: 65/6' - FWJGEREMOVED INTERIOR WEEP FROM SASH END. TOME STRUCNRE. WOOD BUCK DESIGN AND INSTALLATION IS THE IN -FIELD INTEGRALFIN �o NOTCHESAT 80 EACH END. jI NOANCHORS RESPONSGIUTYOFTIEENGINEER ORARCHITECT OF RECORD. FRAMESHOWN o REQUIRED IN FRAME EXTERIOR INSTALLATION T SILLS IF ANCHORING 3) NSIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGHFMME. (ALSO REFERRED TO AS DAYUGHT OPTION? IDOPTION PRODUCT REVISED 1l4'MPX OPENING)ISMEASURED MOM ANCHOREDTHROUGH ANCHOREDTHROUGHFRAMEINTOMETAL-..TIlna Hx FIIrMa INTEGRAL FINIFIANGE REMOVED) BEADING TO BEADING. Gu1Cm3 Cale FRAME �,�I� SHIM \\\I\\II111lli INTEGRPI FIN INTO METAL ( Aeapmim No 17.0!p.05 FRAME SHOWN uu SS ReNaion: E ❑Nfanp Y� sr%13s'WEEPHOLE 'C :: ........... Mi OW/COVER HMDT• _� T `� �1,- UCENSP'•. C/- i AtinJ O FRON EACH END. Pe Rolm VISIBLE LIGHT FORMULAS _ * No.5BT05 TYP.ANCHOR TYPE, _ .• EDGE DISTANCE EMBEDMENT AND FOGE WASH -•L K DISTANCE PER SUBSTRATE, @BASH: BUCK MOTH 7 .• 6 I CeavIH SEETAELE3.SHEET2. —� EMBEDMENT @FIXEDLITE BUCKWIDTH-4-MB• S-Q�STATED !(/ iDTLITECHNOLO0Y0RNE J-CANNEL &INTEGRAL FIN FRAMES J ROSOWSKI .cl -. <T/� N.VENICE, FL 342i5 (SCREW SHOWN) HEIGHT IEOUAL4JTE1 'i lCs •'•:zORIDP,;'G�'�`� (941H00-1600 INSTALLATION OPTIONS VERTICAL SECTION D-D BUCKHEIGHI- 1516 SipNAL E�1s` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ANCHORED THROUGH WiEGRAL FIN Oiilll it I" Pmo wa�ism�n° Inc INT02XWCODFRAMEORBVCK- ,4LR �F�,® SerbaS H- Bwle.• 9weG OMD Na Rer. STRIP.SEENOTE2,THISSHEET. 0.LYNNMILLER,P.E SH-SSOO NTS 40F13 MD-SH5500-01 B P.E.F 50i05 CAW.OFAX 282BB -�{ TDPNOM. I WIN . [— � T/B'NOM I— -1 ]/B'NOAL 1—[ +{ MINOM. _ 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"NA PVB I 5/16"HM SG I 7/16"AIRSPACE 7/16"AIRSPACE 3/8'AIRSPACE 3/8"AIRSPACE 7116"AIRSPACE 1/8" A GLASS 1/6" T GLASS 3/16" A GLASS 3/16° T GLASS 1/8" A GLASS aEXTERIOR aE ERIOR aE RIOR aEXTER10R aEX1ERI0R ]&]9 ]&]0 T&]9 >ETB 6]0 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ WNONORI. Imo— Tl8'NOhl Imo— 7M" OM. Imo- 7R'NOM. 5/16" H/H SG I 5/16" H/H SG I I 5/16" H/H SG I 7/16- A/A SG I 7116• NA SG 7/16' AIR SPACE 3/8' AIR SPACE 3/8" AIR SPACE 5116" AIR SPACE 5/16" AIR SPACE 1/8" T_ GLASS 3/16" A GLASS 3/16" T_ GLASS 1/8" A GLASS 1/8" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 +{ ]/6'NO NOM1L I� 7/16"AIASG I I 7/16'A/A SG I 1Q'NOM.GLASS GLASSTYPE59 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 1&79 BITETM. 'tfi MAY NOT BE USED 3/16"A GLASS 3/16°TGLASS VDTN J-CHNJNEL00. 74 • INTEGRALFINFRAMES aE%TERIOR aEXTERIOR ' GLASS TYPES S. 7.9.11.13 T6T9 )6i9 31 615 MAY NOT BE USED IN EXTERIOR )5 THENVHZAEIOV M PRODUCTREVLSED GLASS TYPE 15 GLASS TYPE 16 R:N1ip330 LbEe NY LYN RM •" . 0........ N ' ;, �O t1OENSF !1j/�/{cam N 1 ade Nu-0# o ` S'2•'i *.+ No. 58705 ' PUT A' -ANNEALED • =-O - DescHpu.: D. Dt TYP. GLAZING DETAIL W-HEATSTRENGTNENED =A :, �2 I�: a; N.1070TECHNOLOGYDRIVE GLAZING DETAILS J ROSOWSKI R'=TF.MPEREO ® :0,0'.., ST TEOF �� VENMIR.M75 9VB'=.000'TR051FOL PVBBYWIR AYAMERICAINO. IT7� Title Dell SG'=.090'5ENTRYGM5PBYWWAYAMERIOAINC. �: FSI `�OR1DN.:' �CIB61H100-1600 S�0 •�NG`� a SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FORIAMINATEDGL NGCOMPONENTS,SEETABIEI,SHEET2 7])I)NAL1111`` T Mmnswtm ooc w;mryee.r 5¢N: 3NeL' beHn9 Na Ree A LYNNMRLER,PE SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.Ep50]05 OEAT.OFAUTH.A18995 TABLE 4 in,z=Design Pressure, Eslll! aaTar H 50.0 Relnl. l.nl M Fm ell A---.-n0.ke. SECTION DETAIL FOR WINDOWS WITH LEVEL RI REINFORCEMENT & GLASS TYPES 5, 67& 8 (REINFORCEMENTS SHOWN IN FIGURES MOVE APPLY TO ALLFRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED WROUGHTHE FRAME OR INTEGRAL FIN. T) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER WE FIGURE 3) FOR SUES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE e pl.L u..l Ip osµ's"''<• 6aP.mmm. 'nT'finx„ mnlwd+ Fw@I 01, me vn.m,. u0mee e� wan' Sill! as Eisele TPIT 250 m0 — m0 61.WE W.14 HSls.mmem w -Ts m0 a EpOMX. fL¢4l-H9m .Te. .RO .BSD Jn0 smeCae Rv6. fun.... wed .md .as➢ my Teen Il511-E33) we. -RO w9 91aWOCiup RYa-9SIe Tans -10.0 .M➢ Me T,T! Ep¢MM I1111.ID16. A4¢ -RO 6yWGFyM Tans -RT .W➢ m0 Shall n'sn.l.s. 1Lm-HSIe Tans -RO q5➢ MO T. aw.sms". �o .Rv .mD mmeac my Pee Mo ere suSes"DI an?-mm aen-Lsen .uo -mv Ine Ta!➢ Mo Epafsb ID!n-issm w60 -RO w30 ino 6M1[aO lilt.... .D10 -RO w!d IT. peer s6. Hsl.-l.Sm w10 RO .Cd uo MO srcn.r u.m-Hsw wsd .mD Tana -mv T. ll.SbbNf NSO -RD KS 61Nee III .DSO .a wiv -m0 fyNse MY b.11..A]I6 KSu -Re .Mn .RO 49 6WNpwlw ILOIIAsn Tans RO Me0 -RO H611-I1516 .ee0 -m0 .M.O RO u¢n-sidle .m0 .TIO w5.o .m.0 E 'eu. &urlul Hm-lute TelY.l xMs-]I]n Tans -RRo 6laPe a!n-aN .ato - w6a .m0 Y sTe yl.e. Ilse. p]m wt0 -RO w9d RO one Onbn6a. ms11-a!b .&.0 -RO .b➢ MO .PPIT v-Y. Pebn6k. ",n-ID!b Hllr-1.Sn ffi0 RO .m0 MO o.mmsa. n,sn-Ysm .m0 -m0 .md ms ILm-Iun .QO -R0 K!n ]00 T. T. msn-. ew mn MD sree.eo-na x¢n-sesm my ws.D mo EpW616 Rfin.]Isn .m0 -Tn .esD an0 .PPP,, lw asn-E¢m .es.s -Tee .61a ma es m Sko PIT', n .as.o -Rv wso am .se. .nn-msn .as.v .e1.d aav Mmms¢e Hn..nsm 0.u1'sa. uvn-Hma . -mv w!a 21d eIW].l 1Lew.unle Tars -m0 Iss Bns Tam men.nau wnv .mo .md anv o Ske asn.bnle .ens -ms .m➢ - Ep.Wb sVn.bSle Tans -Re .W➢ aao es cwiwT.e. sbl-asn .env .mv ws WN.e Rvbv all -mil wee .m0 .ses -mo OeOvnsW men -Isar. Tans -m0 Ml¢ ds aenml ame-msle wv -md Tana ms 6e.fe. m6n-avl wno -mv .esv mo oev,l s:. -bsm .¢nv -md TaSD er.e suexv�w.' a-assn .ma -RO ms b.m TYY -.lsu .eno my .we me #. r N0.687OS TABLE 6' 0nezr. aru Dnlgn Presen,Remr .fi5A/-T0.0 W In! I.wl P3 Fa.4wsWv.nEuse.nn ANCIMCLC O PAND uUAN ANCHOR GROUP PND OUANTTfY. it SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES S CONFIGURATIONS) zx- 10R)TECHNOLOGY'DRIVE N.VENrx-FUgsv5 (9e1}4 1600 wrISIDOmIT wTeeillsmgn.sc NLROm91EE]aNEs CERT.OFNIIH. /�286 iRODUCTREVmw u.19p, with Ole Flai.;;r D�Ea�➢Bme! ALuprurc N➢I - .O8,8 Dae sy Muw' sdePrOaat I PRESSURE TABLES I J ROSOWSKI LbY HUNG WINDOW INSTALLATION-LM 05/15/15 Sw4 SMet pm4q 1500 NTS 7 6 OF 13 MD-SH5500-01 B .,Alfa. aµ tla la Ym Ynl s nmpO�' 6npmb04a R.Iwas3'.+,. 11•M ser, SMII jN R�.aa OealRn Pleeelee,MM' sum<..e.asvm, uom.o N sxln G as M. no A1.. lag •II. Allot 1117E Alfa. •No -Ano sYMmEfNq. usn. 111 .no .'. .m0 .uao 'To.o am3 nno ot .,,at n EeuNn. m5lo nYL nsm Iron aao Alto 'Too .nno Arno .,,at sWbePmi+ ItgrT.W. .. .mn AM Imo Ana •nao Ails -Na 11 AIM TY41 asr.mim I 400 Info -Tal .nao .ma Imo swm.eww .ND .+ a. IRo Alto -nao -No -No .no non EOdw. 1.1.msle +rsn.mw •mD Am Imo .nno No AND Ao.. •ma A .+as sugevma. 1.3n-n.se •ron -100 Imo Aao Imo ARD I. .nno eIYM 113nm1.3 •m➢ Mm -vao Imo Ame .manao rain! al-.Intlll I amo I.. nao Ina 'No Imo Imo Aao Cudnno. msnm3t] . imo .m➢ Alto No No No .+ sMreln' oW 3lSn.msfe .mD .nao Imo -nao AMD Imo A. EpJll. lull -Isle .ms ,,Do alo9 IIll.ng .m.o .l,to Imo .nao Imo smq.3iw. man -agile Imo A. Imo a- no -Imo -111, Ge.m st. last,-nsm •R➢ 11. Amo Imo nmo •ma In -•ma A Il.m-+um •ma Avo Imo .vno .ma AMID .AMa . TMl a39-mNl -N..ANo •ma %o ,atall •ma a seaolnp.a'Ib mw'.n.� nwa ..D •m0 Alno •mn -11nm Epsn-aSw m IRo -0mo .ma .una nna .vao IRo 'no u emr. nsn.mne Imo 11o.o M. 11. 1. -no.v .md -11m mumso-. I.en.n.sn IRO ,no I.rota aoo A to Ing Oeln llm µSA-f.sw IND .110.E IRO I -Ifao nao Aaa .AD 4I00 .� 61uM1 11.]n.13.3M •a. A. .A.. I'D. •It .11. .AD .11. T4A lglal-s,.S! •RD A D .mD - I. IRo :no IRo Aao eYGNQ➢4 ..I.. .AD ,,as IN Ann IRo -11on IRo 1117E yEOaY. asn.mse -mo "at .Ad .um am amo Imo .nao O Aoo" mni-zssn .AD .von .A.o MI D .Ito ARo IRO ""as �® e FmImI. Ir.31r-io.ele -RO lat IRo 11-1 -nao -flat IRo -1R0 nnsY un-Agile .ma Am IRo nlao 1. 4110 .Ad .vno wem F¢. nsn.wsle . vlo IRo .l AND Imo -vao 4v1.L II.Jn-1211! •m.o An! -Rs .tlno •ion .l s -mo - m3n.11aw IN AID..mD AMD 1. 41. -No -1 4eMNCtCA. !loll. alfe 1..11..m .Ifao IRo .vo.o INo .100 Ep.oq mD,,. il.efe I. Ann non .flag IRo .11. IRo AND 9uM.CRM ..,.... .AD 11. •mn -Imo I. .Ifao .RO -11 n0 y1pn Y. ...mole Imo . 1 A•AD .Ifao IRO An. .AO 41. ybnY. ILSir.a510 IAd -110➢ NO .IIaO •Rs -nQo A :no .110n NefnSY Ilefr-vale .AO Alto➢ •A.o AIOo I]ao .IRO All mmnee. µNr A.3ie I .. AM. -no ".. Do .uao IRo .ms NaWI ILa.-u.Me .M. 110a .m.o 14M. ... Also no Alto T1bl .111 -N. I Aoo I .mn Amo n00 Amo .,Do .nno memsh. mslr.asm .mn Ato ...o Ana nov .Aoo Imo -1110 EOWP. usn-R61e •mn afov *NO Imo -1. AND Imo Ano n oeametr. ES,-a51a •No ,,at ... Alto Am AND •ma Amo sbNniw.m asn.Esm .ma -0Im I..nno nao AND Imo AND wemse. msn-Ise •mn Aao .No Alm mo -11.0 -me Alm wvwY mSle.mlle .mn AN2 •A.o Aao .mv .uao •ms .nao EWun asn.a.eu .mn .Aoo .As .uno .rot -nao Imo -Ifao w Clam S¢. x3n.aefa .mD -nao IRv Aao Aoo .nao .mo 110. sVAae ReY. sole ssam Imo .nod .m.o Alta -It. -"at .ma Ano o1.,e vYl 41. •mD .uaD .ma alns nno .11no Imo -11as , naw YIM.LnN r mO6an OMnmMIMP." ..@.On. ..0"1wn sm Ylm RgMD" Soot. P.-.OYn' n q a.0 1B -11no 3] N .1n M vd EgI"I 11=1 sa ne -ap an0 •m.0 .Im.B •r¢p Alnp •MO Anna wnOl-n¢0 a 0 .na.o -Too 1 AID. 61.Malacee.0. 1,en.,o Om "D Aoo Ingo I nno I too -IIOB no .nno IRO .1100 IN -1100 •70.0 410..0 a00 Alpo IN ewMa. Il.a;. 1111. a0.0 -1100 It i A 0a Ino -too .70.0 -110.0 •m0 .1100 an0 -1100 170.E Am.O enp -Aao pmaOPM.v1 TTIT. 11. ago -IND A 0 J.1%g ITo AND .11.0 An D e10 4100 •l o 410.0 170.0 .,,a. ,at AIgO 1w uD17.m3W 'No .utI IRo ".I Tog uR0 aa..nat a¢p 111. agO A1e.. -Too -010.0 aao Alto 9WNcm.w .01-ma, 1o.0 Auto •nno -nao I -no .... -No .n o •'" ,as Aloe AND ago AND a¢0 -,,a. T.ns EpIWI. non-m61 •lag -1xo No -1Ro •.. -I'D. Imo -nno It. -nno ne.o "go No -no.o ,as -Xn0 SbSNFM.. usn-Trsm It -rmo Imo A1.1 IN.P'11-- -ma Amo -no 11" -no -t to -Na .11. -MA 1IDD IMM1a 11.A]A wn -me A o No -1 -nag Imo A no.D •70.0 AVID •700 An IMm IT It-DID11 .1. amp ago Amo •.o -no -1m0 IN .1 at apo sap -no as0 Is .0 cmemsa. xsn.al393 a0.0 .nm ono .+ Ifao -?DO Alto Imo .11" •no A .O •70.0 -1100 Ing Aunt O.Itl.Ncmea. melLmdle •lO.o mp.a ea0 -n O.e Qno Imp -11go Imo .ve.O .m.a nm.p ao.o AID •m.o .n o.0 u SP... 3O.Sn-n51e •IsI -non .mO A¢O nna 'No I'D- 'no .11. Imo .nno log .nno No Apo 6ID P.- lion-2.1. Imo -1m0 one Ingo an0 'a- AND Imo -v00 •x0 amp a g .nno ,Do AnO-nno o nno -nno -m o ono -tmp •l0a -ne.o •>0.0 -uno nslrnasw.a. -nao •m.e -nao Imo -nao IN IT... Imo -111. mo -no.o I •.D I .Ala Imp .gilt Tmal A...., •.. -nao •m -nao IImp Alto no -nna nno AND .1. a¢o .lao .1 Imo a¢a Rytluecm4 x3n-s+svNo nno It. Apn Imo -nno one Ante n. Ama .m Anne .. Auto .rao .nao SWfle. asi,-msn Arne .nna AD..,no •RIB -nao at AN no.1 -na.o Ifao -nno a. Alto Ifao A .n BnNaq l... 1.11-DaHo ,Do amo •1a.o -I'D .1 Imo Alto n0.0 -n¢0 .m.D ."at nao -Ago •7v.0 .11e.0 •Too -11¢e em9a. 11.D I I. R0 -1 . -11. I -IIO.o •T0.0 -110.0 ...a.. ta.MI- 1.116 nao -1110 •70.0 Alto I 'no AMID n0A 110.0 •m0 Alto • 0 0110.0 o0.0 -IRo 'Too ,,as @IOY.I 11.9 µale •mn Age • a. A00 'No -Imo 'No -11¢o ,at .110.E 11D -IIgO IN. -I'ID .10.E -tlno 3 Tani Av IPa.w ..-MM msl]-SL'pl .. .0 -11. -Va. •ion no -,,a. -11no -.D •RB -1,a. Am.O -7. -No Ing -11n0 To .Rn -1RO Aoo Iles -'ag BO -Xea IRO .. a30 -1Ro IT. .RO at 11 5 ENNw aw-mgM •.. .no.o •ma -ua.o .no AM. •Too -npp -mo -Xa0 •la. m¢o Imo aR.o ono -nno 019omsL 3atil-none Imo .nao •No "..mg -nag .Tao .vno •mg -uao at -i i •Ito -nao Imo -11ao .16n w.M:.Y. I non-n315 NMI' IRo .... Imo Alma no .nag •m.a .,I. Imo -uno Ingo .nao •lee nm no -11no omsc. •lto AM.. Imo AND Imo AMID •m.a Alpo •me Amo ao.0 -Apo n00 Alto nno Alto peamse. µSIT -tale IND Aig. Aao AND Imo .nao -N. I -nod -Tat -nno IRo An' n0.0 -nao AD 141DID ...+ 11.371-12So .70.0 Alto 170.0 logI IND 1110,0 1 .70.0 1 AtOo INC 41ne -no AMV -10.0 -1110 .10.0 AnD IDT. mlil-41.en IRO A100 nno A10d Im.O A1a0 nno 4100 -RO -110.0 oa0 .+tat N¢p -IT- -md 1j 9vtlY0GA41 mSn-m311 -R.0 -Aga INS -11¢a Ago -n0.0 Age Moo V00 ."..,a. -1R0 IN. As. -To.o A EpaO. .111-]late -m.o -Ann IRo Mn0 IRO AI. 0o0 Ann Imo "IDI0 IRO -Aaa I-- -IDLE I'I -tat 91.I. xs1T-mate I. 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R4r-asITS To 110.0 Ing -Ago nto .V0o No -nno n -11g0 •700 Am0 IN -MI.I 'too aa3 Eou.M. aHr-mole •Tno .ffio 170.E -Ime -m0 Ao.o -no Anne Ina -nna Ina Aoo .m.0 -m..nO aao m .-IND ..I.- unl-]Bone man. 3l3+n sae sae -IND Atno Into •No -11. -Aoo nno oat Am.o AN nm .m0 "Do -nag •rev .E 117 -1R0 -,Its•IO.o -oat Ano -NB.e nao nao .WT -Mte nno Ago Ian ant Wfinen. xfl,-vsm Ao.O .vno •rao Alaa .Tno AM •me Aga. -m ia➢ .I..O M. Imo a .me f6. MEN all..xDm IRo .,,a. Imo .uno Aao Ao.e IDo a, IRO al. Alto az •mO ax. Imo av P.. nsz now • o •Tno .una .m nDo n 1".. .,a. Alm nao -Mae IN. an, .R.o 41.1 G aYnmsa. Tvsn-ms1E A¢p n Is .. •.. -D -a . ,a. aW -no :is, .R a Imo .1'.Aao 9.MaaFIM.v nne-1V1e -ut0m.n0. . x. 70 a.a •lno a21 -lot aoa •ln0 ono Imo aao nR rfwl •lad Auto nno -no.o aO.o .1Ee •]o.o ar.o Aoo av •foe 1 foA1 n y ao.p .ro.o aoo SEE TABLE II. SHEETIO FOR ANCHOR GROUP AND QUANTITY. '•MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -MAW SEE TABLE it. BnEEF IS ronAnVnVn asnuur lwu wvnu IT. --MIN. SASH HEIGHT- WINDOW BUCK HEIGHT. 51136 Y LYN4 uCENgF * t No.58105 NOTES: - -V 1) USETHESE TABLES MR ALL WINDOWS INSTA EDTHROUGH THE FRAME OFl 2) FRAME DIMENSIONS ARE BUCKSASH HEIGHTISAS PERTHERGURE. ��(CS''• OgtOP. A",,,10NAL 3) FOR SIZES NOT SHOWN. ROIINO UP TOTHE NE)RAVAIIABLE WIDTN OR HEIGHT DIMENSION SHOWN E IR ON THETABLE ALYflC! P.EaeB4O5 * - �� 1DN 7ECHNOLOOVI U� N.VBIICE,R312T5 BASH HEIGHT (REINFORCEMENTS SHOW N IN FIGURES ABOVEAPPLY TO M.I. CONFIGURATIONS) TYPESBTHROUGH 'GLASS 16 MAY NOT BE USED WITH .4CHANNEL OR INTEGRAL PRGLWCT REVISED FIN FRAMES Pgam,imB N1MFlp �n¢pana No/ E-Nfigg Dag By N TI, ma Rtmmt I PRESSURE TABLES I JROSOWSKI HUNG WINDOW INSTALLATION -LM 05/15/15 Bah STB.E 6wMp I]t Rw. i500 NTS 7 OF 13 MD-SH5500-01 I B IE n T4HI F 1. CMFFTO MAY RE USED �D��O��B��O��B��O��O��0��0��0��0��0��0��0��0�a0��0�a6��0��8� m��vvvoonoovvonnovoovnvnnonoovovvvovvovvovvvnoovvov00000vvoovovvvnn' ��v000vvvovnnovvoovvvnoon""nvovovvvvvnovovoovvvvvvvnovovoovovvvov, m�nvvvvonvnnvvnvvnovnnvovvvvvvvnnvnnvvvvvnvvvvonvnnv"vvnnvnvvovnv vvvovvvvnvvvvvvvcoon©nvvvvvv000v""vv"vnvovovvvv"vvvvvvvvvvv©©� mnovvnoo©"vvnvovvv"vovvvoov000000000"v©vvovvvvoovvv""ononoovv000l ®m�nvvv000©vvn000""©ovvvoovovvvvnvv000vv©vv"vvvvvvvo©vvvovv"vnvvv©, m�nvn000"""oonnv000vnoovovvvvov"nvovnvvnnn000vvnnvonovn©"0000vvoo v��vvvovvvvvvvvvvvvvn000vvvvnvvvnvvv"o©©©©n"©©vvvvo©©vn©©oo"vvv©vv ��nvvoovovnoonvvnovvvoonvovnnovn000vvnvnnvvvvnonovovvvnnvonovnvoo vnoovvvvvovvvvvvvvvnnovvvvvvvvvvvon"v©"vnvovvvnvovvvnvov"o©vvnv �vnnvvvnnvvnvvv©"vvv"vvvonvonvnnv"onnvvvvvvvvonnvv©nnvvnvvvvnvov Elmin"v"vvonnvvnvunummou"Humvvvvvvoovnvnovvn"v000nnvnnvovnnoonvonvn �ovvnvvnv"vnnovvvvvvonnnovvv"vvvvvvonvvnnvvvvovv000vvvvvvnvvvnvv Kovno"n"ononnvvvv"vnvoovvvovvvnnvvv""vvvvvvvvvvvnvvvvvvvo"vvvvvv �Fvvvnonnvnno vovnovnon"vvvnvvvnonnnnnvvo"nnvvvvnvvvvvvvvnvnvvnvvo 0 ovoonvvvvovovvovvvvnvvvvvovvnvvvvvn"nvnvnovnovvvvnnovvvvvvnvvv" �I*,.�vvovvovvvov©vvoon" vvovvv"vvvBonn"on"vnvvvvvovvvvvvnvvvvnnnvvvvvvvovvvvon000vvvnvo ©vvvvoo©oven©v©on©vvvvvvvvovvvvv©vv©vvvvvvv©v m 0nn""n"nnn"""n"""n"n"nnnnnn""n"nn"On"nnnnn �onvnnv"ovvvnnv"novvovnvnononv"oovvvvovvvoovovoovvovovvvvv000vvo ©nnnn""n"nnnn"nnnnnnnnnnnnnn�©nnnnnn©©©nnnn"nnnnnnnnnnnnnnnn"nn nvovnvvvonvnvnonvnnoonvvonvnvo""v"o"nnounnvvvnoonvnvvnvvnvovvov �©©v noun nnnnn"n"""""nn"nn©©©©nnnn"nnnn©©©""nov"vnnvv" movvvnvnvnvvoov"nvvoovvvvvvvvnnvvnvvvvvvvvv"vvvovvvvv"v"v"nvvnv" �vovovonovoonvvovnn00000nv"onnov"onnnvvvvvvvnovvvnvvnvvnv"nv"nov "Jwnaovovvnnvovvnvv000v vvovvovvvvvovvvvovvvvvvvvvvvvvvvvvvvvvvvvvvvovvovvvvvvvvvoonovv noun nnnn"nnn BOB nnnnnn"n"""nn"nnnnnnnnnnnn"nn"nnnnnn 1�mmzlmnnnnnnnnnnnnnnnnnnnnnvv n n m�vvvvvvnvnvvnnvnvv"nvnvvnonnnnvnvnvvvvvvvonvvvvvvvvvvnvvvvoo vonnnnn"nnnnn"nnnnnnnnnnnnnnnnnnn"nnnnnnn ��nvvvvvvovvvovvvv000vvvvvvvvnnvnvovo"novvovvnovoovvvvvovovvvvvoo �vvoovvvnv000vvnnvvnvnvnvvvvvvonvvvnoovvvvvvoovvvnnnvvvvn"nvnv"v noun000v0000n0000voonnov"vovovovvnn00000n0000vnonvvoo"on000vvov v noonvvnonno"vvnnvnvvnvvvnnv"vvnovv"vv"nnvnvvnvvovvvvvvo""vvv"v ��nvvv"von"vvvvv"ovvovvvvv"vvvvnnvvvvvvvvvovvvvvvvon"vvvvo"vvvvvv ovv"nvvv""vovo"vvvovvnvovnoun"ovvnvnnvvvvvnvovvonv"nnvnv"vnnvvv ��nv �vvvnovn"nonvvvvnvvv"vovvovvvvvvvnv"nvvvv"vvvvvvovv"vvnvn"nnnvvv Bonn nun vvnvvovnvo"vvvvv"vvvvovvvvnovoo"vvvovovov"vvnvovvvnnvv �vnnoovo"nnonoonovvonvn000vvoovnvnonnnvvvvvovoovonv"ovovv" �vovvnvvvvvnovv"vvvovvvvovvovnnovvvvnvnovvvvvonvoov"vvvvvnvv"nnvn000"" 1�wr=lmvnvvnvnnn"nnoo nun" vnvvvvvnvnovnnnno"on nvnvvvonnvnvvvvv"nnvnvvon �vvvnovvvnnvv"v"nvvovvnvvvvvvvvovvvvnvvv"vvnnvvvvvvvvnoovvvvvvvv ��vvnonnno"nnnnnnvvvnnvvnvnvvvnv"vnno"vv"nvvvvvvvvnvovvvnvnnoon"v vvvnvvvnvno"vvnnvvvvvvvvvvvvvnvvvvvnn""nvvnoonvvvvvvvovvvvvvnn vvvnnvnoonnnnvvnnoovvonvonvvv"vvnovvon"ovvovvvvvvovvv"ovvovvnun nvovvvnvvvnnnnvvvvnvovvonvvvvvvvovvnvnovvvoonvnvvvvvn"n"vnvvv" """nnnnnno0""nnnn""n"vvonoovvvvovvo"non"nan0 00vvoovvvoovon"oonov"von000vvnoo"ovnnoovoovnvvovonovovv000000vv nvvnnnovvovnvnnvnvovvvvovvvonnvnn0000nnovnvvvvvvnn"on"nnonvnn"n m��nnvvvonnovnnvovvnvovoovovvvvvvvnvnnvnnvvovovovnvnovoononnvnvonv SEE TABLE 4, SHEET6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-5D.136 NOTES 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED.........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE IM", ANCHOR O.C. SPACING.- ....... . TABLE FOR MICHORS INSTALLED THROUGH THE IMEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCIC'MR' a MEETWG RAIL 4) FOR S¢ S NOT BROWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 63, SHEET FOR ANCHOR GROUP DESCRIPTIONS. * : No. 58705 QUANTITY TABLE YaiA�cSarOS.8pr1pM uw>! T' TY91+Ifh'N�hE�Bvn �, PROFD DUCfREVIS 9ODayim, AD Fkdds ulEiyq Cad< AURNrcaNE �!-�%%�O Of< Emitvbn pae 1 U N. VEMCE. FL3{275 )G1}/861600 NiNle RAT SIGE HUNG WIND LOW INSTALLATION - LM Dale: 05/15/15 IGfvdIMPEA NC Sab!/Yxd" Scaly: SMrt pm4q Na Rw< SH-6500 I NT$ 1 8Or 13 1 Mvvl w....0-..1 I 1: 00��0a 01030000D WON 0aI0ro, 0 1000oo00��00�00ro00O010go0go00oo0Do0 O�0a�0 m��H"000nHmHHHmHmnHanHun ��"von""om"HDmmmmmmD"HDDmH"DD"mmmHa"""H""""""mooDDo""""""""""Dome I� pmHODDaaauHH""""ua"""""ao o �mHHDDHHDDmomaDmD"HDDmm""DmDann"DDmDOD"DmmH �vmm"vHnm""nmHaaHnH""anmoaaHmmm�"nommu"HHHHHomo"n""mupanonvannmmm omm"DOD"DOD"H"o0"onan HmHOHHDumnamommHaDHHaHHonmoonmoDH""Do""H"nH""o""""mo""D"Do"mH"" omo""oo"""omoH"""OH"H1UnOHmm" noon"Hnnoam"Homno"HHnmm�o"nHmmH""HaonmDom H"H"Bono"oDmo"uaH"n""Duo"Hon"aHODD"uo"aDHa noon" "Bann""""""" "DODDOH"a"am"m"""o"n" "ao"Do""""""""Hannan" nunDmnmo"n"I "Damon � El aDa"DDDmmaoD"HDHomDD"anaaDHODoaDHOmDO�"am"anuummommanDonnaou"an aoouanHmuumuu"mmmHuua DDnmDOHomHaDD013 a ""DDa""HHaoDDHHauaaomaaaDomHaaoDOH"DDomommau aDODmnHauuou"D"unmm�""oouaouaunaHHn"ammm"" m�nnvmmonanv""vn ouoD""Hoo"aoHHoamoH"oam0000v000"o"voHHOHHoo"ov000noH"oamo"HOHHonD �ou"moon"monomonoun""H noun "Bannon anno"oumm�""aauommm"aa"mm"oammon"oaHmn"m"a o"aaHHH"""""HH"H""ovvo"H"vnvH""Ham""" mm�vvomvovHv"vm""vvnv""mnaomm"vnvav"m"mm�mm"mmvovnHmmHHammm"aamnvm E1DaOmDHuoD"""DDmmn"oDmHD"mDDDDmmom"aDDDommDDDHD"omoDmnaaouuaomma - 0�n"HanHmm"nm""mmnmmHno 0 �nmmDmnDm"HAD"noDmDHanmHHUHuamHm""HHa""nun auomaoannHav"maaHa"m"anomm"nammm"aHaaa "aoHmDH""ammo"H"Des"DmDDnamom"aaHDoommHHODmHHHomHHH"auHDHaoaomm" amn000ano""DDoma"aaa" ""nnnnm""nmmmnom"Hnmo "maaDDanoOmoaH"aaDHa" "nun H"HanoHumm""HaonH"""" mmo"Honmm""aHanH"Haan mHomm�"""am"om"mason" "DOHHaHHD"H"a"""manna nm �Ln"oHHoon"Ham"HHoammmo ! 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SHEET 6 FOR DESIGN PHEBSUHCS wnrN V Sln� min inn�c. "MIN. SASH NEWT = WINDOW BUCK HEIGHT- 50.136 NOTES: I) USE THEASOVE ANCHOR QUANTITIES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE'M".. ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK 'MR'=MEETING RAIL d)FORSIZESNOTSHOWN.ROUND UP TO THE NE AVAILABLEWIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLE. 5) REFERTOTABLES 2 & 3, SHEET2 FORANCHOR GROUP DESCRIPTIONS. *: N0.58705 a toro TECHNOLOGY DRNE - II VENICE, FL 3l376 MUMNwOG.9pr8gM �� •pyptl{yf yyy4pm PRODUCTREVISFD c9mPIYLgwvh OwFhNY BuldvSCA. �� A� : nw Nb % OTSiD. % TapenkP Dsa . Tel V $� �/!YM I ANCHOR QUANTITY TABLE I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION -LM 105/15/15 1 NTS 1 9 OF 13 1 MDSH5500-01 I B m��ovovaaoaaoaavaavvavaavaovaavaaoaaovovaaovavaovaavaavaavaavaavaa �oaooaaoaaoaaoaaoaaooaoaoaaaoaaoaaooaoaaoaaoaooaaoaaoaaoaaoaaoaa �oaoaaaaaaoaaoaaaaaaaaaaaoaaoaaoaaaaaaaaaaaoaooaaoaaoaaaaaoaaoaa aaavaavaaaaaaaaaaaaaaaaavaaaaaaaaaaaaaaaaaaaaoaavaaaaavaaaaaaava ��-- oaaoaaoaaoaaoaaooaooaaa000aooaoaaooaooaooaoaoaaaoaaoaaooaooaoaa ra �aaoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaoaaaaaaoaaaaaaaaaaaaaaaaaa ��aaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaooaaaaaoaaoaaaaaaaaaaaaaaaaaa WIoaooaaoaaoaaoaaaoaaaaaaooaaoaaoaaaaaaoaaoaaaaoaaoaaaaaaaaaaaaaal, ��aavaaaaaaaaaaaaaaaaaaaavaaaaaaaaaaaaaavaaaaavaaaaaaaaaaaaaaaaaa ® uoa000aoaaaaaaaaaaaooaoaaoaaooaooaooaoonooaoaoaaaooaoaaoaaaoaoaa aaoaaaaaaaaaaaoaoaaoaaaaaaaaaaaaaaoaaoaaoaaaoaaaaaaaaaaaaaaaaaa NKE== aaoaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaoaa mono aaavaaoaaoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaa aaaaaaaaaaaoaaaaaaoaaaaaaaaaaaaaoaaaa aa ��aaoaaaaaaaaavvaaaaavaaaaaavaaaaaavaaaaaavavavaaavaaaaavaaaaavao 0�aavaaaaaaaaaaaaaaaaaavavaaaaaaaaaaaaaaaaaavavaaaavaaaaaaaaaaaav �vavoaaoaavaaovavvavaaovvavaoaavaavaaovaoaaoavoaavaaovavvaaaavaa �aavaovaaaaavavvvavavaavovaaavaaaavvaaaavvvaaoavvvaaav aaoaaaaaaaaaaoaaoaaoaaaoaoaaaaaoaaoaaaaaoaaaoaoaaaaaoaaaoaaaaaaa aaaaaaaaa ma�aaovavaaavvaaavvvaavavvvaaaaaavvavaavvavvaaavvaaaaavvvvvaavaaaa s�aaooaaaaaaaaaaaoaaaaaoaoaaaaaaaaaaaaaaaaaoaaooaaaaaaaaaaaaaaaaa ���oaoaaaaaoaaaaaoaaaoaoaaooaaaaaaaaaoaoaoaooaaoaaaoaaaaaaaaaaaoaa m�avvaaaaaavaaaavvaaaaaaaoaaaaaaaaaaaavvvoavvaoaaaaaaaaaaaaaaaaaa �oaooaaooaoaaooaooaooaoa000aoaaooaoaaoaaoaaoaaoaaoaaoaaoaaoaaooa 7aaaaaaaaaaaaaaaaaaaaa ��aaoaaaaaaaoaaaaaoaaoaaaoaaaaaaaaaaoaoogaaaaaaaaaaaaaoaaaaaaaaoa ���aaooaaaaaaoaaoaaoaaooaaoaaaaaaaaaaaaao aaaaaaaaaaaaaaaaaaaaa 0000aoaaaaaaaaaooaaaaaoa aaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaoaaaaaaoaaoaaaaaaaaaaaaaaaaaa ��aaoaaaaaaaaaaaaaooaaaaaoaaaaaaoaaaaaoaaoaoaaoaaaaaaaaaaaaaaaaaa m�oaoaaaaaaaaaaaaaaaaaoaaoaaaaaaaaaoaooaaoaooaoaaaaaaaaaaaaaaaaaa vavvvaaaavvaaaavaavavavvvaavaaaaavavvaaaaavavvaaaaaaaaaavaaavaa ®�aoaaoaaoaaoaaoaaooaooaooaoaaoaaaaooaaaoaoaaooaaaaoaaoaaoaaoaaoa m�aaoaaaaaaaoaaaaoaaaaaaooaoaaaaooaaaaooaaaaaaooaaaaaooaaoaaoaaoa ===�oaoaaaaaaaaaooaaoaaoaaaaaaaaaaaoaaoaaaaaaaaaoaaaaaaaaaaaaaaaaaa a��aaoaaaaaaaaaaaaooaaoa000aoaoaaaaaoaa000aaoaooaaaaaaaaaaaaaaooao . 1=2=m IIIFI, aaoaaaaaaaaaoaaoaa000aaaaaaaaaoaaoaa RUMORS aaoaaaoaaaaaaaaaaaaaa saaoaoaaaaoaaoaaooaoaooaoaaaoaaoaaoaaaaaaaoaaoaaaaaaaaaaaaaaaaaa ��oaooaaoaaoaaaaaoaa000aaaoaaoaaoa000aaaaaaooaaoaaoaaoaaoaaoaaoao a�oaooaaaaaoaaaaaoaaoaoaaooaaaaaoaaoaaaaaaaooaooaaoaaaaaoaaoaaoaa ��aaoaaaoaavavvaavavaaavavvaavaavaaaaavvaaavaavaaaaaavaavaavaavaa ��aaaaaaooaaaaoaaaaaaoaaaaooaaaaaoaaaaaoaaoaaooaaaaaaaaaaaaaoaooa '��a0000aaoaaoaaaaooaaaaaooaaaaoaaaaaaaaoaaa0000aoaaoaaaaaoaooaaaa ��aaoaaaaaaaaaooaooaaaaaaooaaaoaaoaaaaaoaaaaoaoaoaaaaaaaoaaooaouaoaoaaaaaaaaaaaaaoaaoa a��aaoaaaaoaaoaoaaoa0000aaoaaaaaaaaaaaaaaaaoa a�aaooaaaaaaaaooaooa000aooaaoaaooaoa000aoaoaaoaoaooaaoaaaaaaaaaa ��oaooaaoaaoaaoaaoaaooaoaaoaaaoaaoaaoaaaooaoaoaoaaaaaaaoaoaaoaaoaa ��vvavaavaavaaavaaavvvaaavvaaaaavvaoaavavaavaaovaavaavaaaaaaavava ©m�aooaoaaaaoaaoaooaaoaaaooaoaaaaaaaoaaooaoaa000aoaaoaaaaaaaaoaaoa r�oaoaaaoaaooaooaoaaooaoaaooaoaaaoaoaaa000aooaaaaaaaaaaaaaaooaooa vavaaaaaaaaaavaaaavvaaavvaavaavvaaaaaaaavaaaaavvvaaoaavaaaaavaa mT��avvvvaavaaaaaaavaaaavavvvaaavavaaaaavaaaavvvvaaavaavaaaaavvaava * No.58T05 NOTES: 1) FRAME DIMENSIONS ARE BUCK WR'=MEETING RAIL 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NE AVAILAULE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABIE. 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. N. VENICE, FL 392T5 'GLASS TYPES 9THRI UGH 15 MAY NOT BE USED WITH J.CHANNELORINTEGR FIN FRAMES II-RODUCT REVISED olw. wi �- Fb I ANCHOR QUANTITY TABLE I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 P.E. 1 ___ SH-5500 I NTS 1 10 OF 13 M. 1.433• L a�000 .0 !CHANNEL FRAME HEADIJM49 1 .625 3.4W —� +I� .062' 2 . o OJ-CHANNEL FRAME SILL T .065 .1W 1.3]5• °1 �l 1331• 1.000• I-- OFIXED O 14 MEETING RML 18 SASH RML 3 500' 3500' 3.500' 1A83' a 1.4&3" a� 1.483' .0]S L � O00 � �r�oOO � � O�0 � � a,s• 610• � mD• _ MNF 625' OHEADFLANGE FPPME OHEAD/JAMB OHEAO JAMBF� 33 RIEINFORCEMEM T5 REINFORCEMEM /JAMB 1.3]S 1 �ao1. OEOUAL LEG FRAMESILL 791. 1A36" 1 fl 1.331• tr STANDARD 28 MEETING RML REINFORCEMENT III 1.376• T2.1•00• 2.176FIY11.L44]^ L�" ,.ss 9]4• •r T 1] .58 O 5- .J.59I0 06050 079• BANCE SAS /LIFfRALLIFT RML BEVEEO �0BEVELED COVER SOREWOOVR INTERLOCK INTERLOCKCOVER 21 INTERLOCK I 33 INTERLOCK COVER T- ,., 82• �--- 1--'I- o]o• 1 A41' J_ tao• 1]40' 2] HD MEETING RAIL REINFORCEMENT .364' .1]5' L �•{k1, : P:• •.lT`� Mtn P.2heM1CtlCQ�j .T54- �I.T50- * No. 59705 LAMI IG EXTRUDED ROLLED }3O AIE F�'• �'�� 10MTECHNOLOGVDRNE WINDOW EXTRUSIONS J ROSOWSKI O BEADINFRAME SCREEN OSCREEN FRO6CREEN FRAME �s';F(ORLOp•,: ���� N.VENICE,MMUS R04: DOG: G ` 9611fi0° SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ''.S�ONAL1N44 vaCOr""wusIwiswc s<:+•./uod.c smd sn..e we.I:ro Ne. R.r a LVNN MIUER eE "`"I°'"a"�"�° SH-5500 NTS 11 OF 13 MD-SH5500-01 B REN53]O6 CERT. OF AUTN. N2 W Bill of Material Bill of Material, cons # Pad # Description Material # Part# Description Material 1 620101 Single Hung Fmme Read 8 Jambs- J-Channel P 720197 Auto Lock Mechanism C Steel 2 620102 Single Hung Frame Head 6 Jambs - Flange PVC 46 72019889 Sweep Lock Cast Znc 3 620103 Single Hung Frame Head 6 Jambs - Fin PVC 47 72019536 Auto Lock Cmer Assembly Cast Znc 4 620104 Single Hung Frame Head 8 Jambs - Equal Legia. PVC 48 76XIISOPTX 06 x 1-118" Ph. FH SDS (Auto an Sweep Look Screw) SS 5 520105 SWDH Frame Sill - J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SWOH Frame Sill - Flange PVC 50 776X44PPA #6 x We PH. PH BOB (Keeper Screw) SS 7 620107 SWDH Frame Sill - Fin PVC 51 420181 UR Effided Tilt Latch Comer Key PVC 8 620108 SWDH Flame Sill - Equal LeglBox PVC 52 420182 UP Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL # 6 x 3r4' Ph. FH BIDS (Comer Key Screw) SS 18 62DI29 Sash Rall (Sides, Top 8 Bottom) PVC 54 420183 7111 Latch PVC 17 620134 Balance Cover PVC 55 420184 Tit Latch Retainer PVC 18 62DI33 Sash Stop/Scmw Cover PVC 56 720207 1' Tilt latch Spring SS 19 620156 Put Rail Interlock BOOS T5AI 57 420166 Plastic Tilt Latch Finger PUII PVC 20 62DW PUII Rail Intedock Cover PVC SB 720192 Metal Ph Won Finger Pull Cast Znc 21 620157 Beveled Interlock SODS T5 AI 59 42DISO PI\ot Bar Comer Key PVC 22 620145 Beveled Wedlock Cover PVC 6O 720206 Piwt bar SS 23 6201M Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Hanle Cast Znc 25 M162 HO Sash Reinforcement 6053 T6 At 64 720194 Sash Pull Hanle With Latch Assembly Cast Zhu: 26 620153 Standard Meeting Rail Reinbrcement Sol T5 At 65 7834FPT #8 x 314' Ph. FH SIDE (Pull Hanle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6DO5 T5 At 66 420188 Bottom Latch Strike Plate Cast zinc 30 61644 Weatherstrip, .187' x .270" Fin Pile 67 77858B #8 x 51W Ph. FH EMS (Strike Plate Screw) SS 31 60300 Weatherstrip, .190' x .300" Foam Bulb Flex PVC 72 720135 Lami I.G. Bead PVC 32 61719 Wealhersmp, Aar X .220" PotyP#e 74 Baekbeddirg, BE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug, .220' Finseal 75 71646N Setting Block (71W x I- x 118'), 85 N- 5 cure. EPDM 35 7BXIMTTr #8 x 1' Ph. PH SDS (interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 35 78)GTHPX #8 x 3' Ph. PH EMS (Meeting per Screw) 41O SS 81 61011 RolkFormed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate UU53 16 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Here Cover PVC 83 47042 Screen Comer Key wfth Pull Ring X2 PVC 40 720)W= Oomtam Force Balance 84 47D41 Screen Comer Key wlthom Pull fling X2 PVC 41 Nx 314' Ph. FH EMS (Con. Farce Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 7202115 Spirt Balance Shae Nylon 1 87 1 61635/81614 .14W Screen Spline (MacirneMan Rolled) Varyl 44 I 78X114FPA1( #8 X 1-11V Ph. FH SM5 (9p1181 Balance Screw) 1 41V SS Part# Description Material 76 Kommerlln94SG TIPS Spacer System 77 Quanex Super Spacer nM with Hot Melt Butyl See this Sheet for 78 Quanex Duseal Spacer m Materials 79 Cardinal M Edge Spacer ncrenen�e i ea r ncr�ni a. r i vor i r, owo a Pm� NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMAEMRUDER CODE. 2) ITEMS # 9.13,15, 24, 28, 29, 34, 39.61. 62. 68.71, fin ME NOT USED MID ARE NOT PART OF THIS APPROVAL No.587D5 STRUCTURAL POLYISOBUTYLENE WRH DESICCANT EXT. GLASS, M KODISPACE 4SG TPS ra DURASEAL@ SPACER B3� STRUCTURAL SILICONE FOAM WIR1 DESICCANT EXr. GLASS, 1,(� -INT.GLASS SUPER O SPACER'TN)cTTN PCLYISO- DESICCANTRI-1 BUTYLENE SEAL SILICONESEAL ORMED MILESSLESS STEE D GLASS INT. GLASS XL EDGEn' SPACER MODUCTREVUED awmplying whh#m Ploride mldu,x c<e< Aae#wcew /7-Ob3o.o5 E \inopve x�.� Dy MV.vni vole PrPdua I^; = enwlpNnn: avHn #y f BILL OF MATERIAL (BOM) J ROSOOWSKI �a ��NaooyDuvE ?,: aG\,� 1e4t/4e&teaa SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 \\\ �ameaar Posrcros 4w SW may, 5[ab: SMrt: 6e�rM H> Rsr. Pa. ur.Rsxram SH-5500 NTS 12 OF 13 MDSH5500-01 B CERT.OFAUfH. #292W I MITERED FRAME WITH 16 INTERi� FRAM OR LDSEX1ER10R FRAME WELDS 0". SWEEP LOCK OPT. AUTO LOCK OPT.PULLHANDLE WITH ATCH SASH ASSEMBLY DETAILS OPT. PULL EXTERIOR c::, Nlw 1 FRAMEWELDS ASSEMBLY ®, �'..� ; �.��ONY LYryy �,�' Rrvl— �y-:" 'g��o2D '\ �1;'��cENSF MKI�%i �J ex/VMaeP.+ DETAILS \ _ * No. SBfi$ 9 =-Q oeacncuon: pvm Dr. EKTERIOR '`-� 1070 OF IC FOLOG s RWE EXPLODED ASSEMBLY J ROSOWSKI O� T� RORIDA ..:•[1�• (041HSOm rue: Date: 1) SOME PPRTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �i Ss�"'•AL NG�� ,am11 SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 3) kCHANNEL FRAME SHOWN. PARTS M 165. OTHER FRAME TYPES APPLY , oM(�L E �\ 6) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6& T. �ttt 111111\�1 Rl6mafm'at6IWIP�EA 1.FnIHC' fit^-�/M ': ST°°E O�Wq No. Rm 4)USE EDHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. PEA P.E. CERi.OF AUTH.pZBY9fi SH-5500 NTS 130E 13 MD-SH5500-01 B p58166