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Home My WebLink AboutNOASCANNED BY MIAMI-DAM '�t. Lucie County MIAMI-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/econom PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 FILE COPY 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 he valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the A1U (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 "HR-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. AM-MS510-01 titled "Horizontal Roller - LM", sheets I through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, 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 C6ntrol 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 TERAIINATION 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# 16-0714.17 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 ExpirationDate: September 24,2020 ZS 11.1 ApprovalDate: August3l,2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. NW-HR5510-01 titled "Horizontal RoUer - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, 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 FB C, 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' NXTrm spacer system and.XL Edg6rm 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. 16-0714.17) 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 series 54 10 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.B. (Submitted an der NOA No. 15- 09033 0) 3. 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 instaUation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis OTtega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge AL Plasencia, P.E. act Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September.24,2020 Approval Date: August 31,2017 E-1 PGT Industries, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNmuFD) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Nfissile 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 series 55 10 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11106114, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor veritication calculations and structural analysis, complying with FBC-51' Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Nhami-Dade Department of Regulatory and Economic Resources (RER). KI 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)-GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Ziorge M. Plasencia, P.E. Prpduct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 ApprovalDate: August3l,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVYDENCE SUBMITTED F. STATEMENTS I Statement letter of conformance, complying with FBC-5'h Edition (2014) and FBC- 61 Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascoi-4 P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M. Plasencia, PT— '/4roduet Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2D20 ApprovalDate: August3l,i017 E-3 I. -MAXO.c. SEE SHEETS 1 7 �r, :17M I IF SHEIFT3 D, Sm 24 ANCHORS, SEE CLUSTER DuAl SH SHEET4 e . — - I - &BE IT MAIL, SHEET 3 - �i 1 HECT4 c IT IT 4, EQUAU�y MAXO.C. MAX SPACED I MAX ANCHORS HEK� BUM TABLES IM HEIGHT SEE Sl SHEETS -3 JS.IS 0 x WmAx S EESILL WEEPHOLE -F 3 BE WEERADUE '0 DETAAUl rO.Q DETAILS ;4M SHEET4 B SA;EEN T,,l. BE a.. LEPHOLES SHEET SHEETS �EPHOUZS KWDl`H t�- I I IVARIES PER LEVlEL.SEESHEETS" I I tMPAcTmwANT S ffq- BUD HEIG x 0 MAX O.C. -T B WEEPHO12S 3-MAX 140- MAX SUCKWIDTH TrMAXSUMWDTH TIP BUD ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLN OR N L SHOWN AS OX CONFIGURATION F RAM E S H OWN AS OX CO N F �G OURMOEN ANCHORED THROUGH THE NAJL-FIN GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER I)IHIS PRODUCT HAS BEEN DESIGNED 47ESTED TO O0MKYWI7R THE REQUIREMENTS OFIBE FLORIDABUILDINOCCOE. tNCLUNNGTHMHIGHVEL0=YHURRWEZONE(hvH4 2)SHUT7ERS ARE NOT REWIRED MEN USED IN WN0,80PRE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABO� 3W N THE HvHzYPEOuTvoADu uTE(cAF) MMI-TrMPERIm. 3) FOR MASONRY APPLICATIONS IN MTAMIA)ADE O0lJN7Yf. USE ONLY MIAMMAD2 COUNTYAPPROVED MASONRYANCHORS, MATERIALSUSED FORANCHOR EVALUAMMSWERE SOUTHERN PINN� ASTM= WNC��ONRYUN"�WNC��MN.Mi�MCHOR�L 4)��DBU��1.1��IQK�TOSEMNSiDEMDIXLV��VMS.IX�B��WUN913INST�D�YMM�M�BUms DEPKMD AS VARE i-M-71AM ORGREATER. IXAhD M BUM (WHEN USED) SHALL BE DES;GNEDANO SECURED TO PROPEMY7FIN14SFER BUM DESIGN MDI��MONIS�E��NSIBI�OF��GN�(�R)OR�MaOFM�.(AORI, SHOULD 135SMED-O�LSFAUWIFLASHING STRAWGYFORWATER 6) IleMAX SHIMS ME REOUIREDATEACH ANCHOR LOCATTON MERE THE PRODUCTIS NOT FLUSH TOTHESUBSTRATE. USE SHIMS CAPABLE OF Lms, 7) DESIGN PRESSUREV X NEGATIVIE DESIGN LOADS BASED ON STRUCTURAL & CYCLEWSIVIGAND GLASS PER ASTJ�IEIWD. B. POSITIVE DESIGN LOADS BASED ON WATER TESTPRESSURE. STRUCTURAI. &OY=TEGIWGAND GLASS PER ASTMEI= C.DgSl�LO�SME�EDONA�OW�S�MBESIM.ASD. ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION 2014 FLORIVASUILDING CODE(FBCl, STH EDITION -ASW E130� -ANSUAFVA NDS-2016 FORWOOD CONSIME71ON -ALUMINUM DESIGN MANUAL. ADM -"IS -AISI S10�12 -AISC36�10 &M�OR 3 JEFQO DlES- -j&E9-IS USIGN ORL 17 10)�EnNM&'�VREPOR�M�n.Wn&W74:�OUL�WNNOA:&W��NOA:��E��N�MMGWMMMD�RPR�.LMM�-&BR(6�l�R IS PRODUCT REVISED SHADES OF CAP COATED PVC E)ORUSION NONS; NATIONAL DESIGN SPECIFICAMON FOR WOOD CONSPRUCTIOR ANSUAF&PA NDS &�MVkldl DESIGN MANLIAI. 11)APPLICABLE EGRESS REQUIREMENTSTO SE REVIEWED BY BUILDING OF9CIM- ..==F, With Ut� Mild. USER INSTRUCTIONS: 17-0411.08 1) DETE�RMINE THE SITE SPEORC. WNDOWORENINGS DESIGN PRESSURE REQUIREMENT USINGWNDUOAD VANDAROASCIE 7. USiNG y Nly "' 03/27/17 JR NORITO EWNflanD �0912412020 7�M� REINFORCEPAW LEVEL. DETERMNEYX)UR WNDOW5 DESIGN P�..t ��l we.. On�NED INSTEP 1. ME INDEIITABLE 5 ON SHE43`6 TO HELPFINDVEAPFROPRIATET� Z*: 3) DETERMINE THE NIOSTSURTABLEANWOR GROUP FROM TABLES 2 AND SON SIIEET2ACOlRDWGM7EEINSTALLATlOK CONDITIONS. 4)DETERII!1NE �EANCHORQUANRTTY FROM TABLES 17�V mauDEET I D--dp� J ROSOWSKI REQUIREMENTS FOR YOUR OPENINGS COMMON MOM TABLES 2 OR 3. ANDTHATALL MiN.REQUIREMENTS FRONITHIS SHEET GENERAL NOTES ELEVATION S]INSTAILASPERSHEET3 FMFLANGE/EQUALI-EG INST�TION�MEEr4MRIW�nW��aNU�rON. "ORIDI, Elk HORIZONTAL ROLLER - LM 105/15115 USE TABLE 40N SHEET 2 TO MM3 TIIEAPPR�RJATE DEINI.S. STI 'NTS 'MD-HR5510-01 HR-5510 OF 19 I DEFT Glen Type Description (Listed Rom Exterior to leader) 6 71V Laminated I.G.: US' A ExtedorCaP + 711V Air Space + 5116- Lamdrolecl; (2) Ulm of 'US' A Can Wth.090' 6 718- LarninotedM! ItrTExtedor Cap+ 7116"Air Space +rdlg' Laminated; (2) utes or 116' A Glasswlth.W PVB Interayer 7 718- LaminatedI.G.: XlV A ExtedcrCaj,+ �'AjrEpacc+ w1w Larrunivea; R) Utes &IM' A Glan wkh.WPVB Intedayer 8 7/8'LaminatedI.G.: NIU-TExtedw Cap+ 3W"Space+ 511V Lamhated, (2)Utes of 118' A Glass with.mw PVB Intdayer 10 7/8' Laminated I.G.: I/rTExtedor Cap +7/16"M Space+ 5116'LamhaNd; (2)Utes of 118' H Glass Wth.09D'SG Ireedayer 11 7W Laminated I.E.: 3116' A Extedor Cap+ 318'"Spece, + WlV Leminalett, (2) Ules of 118* H Glen With -09V SG IntedaYer 12 71&- LamInated LG.: 3116'T Exteflor Cap+ 3V At'Space 4 MV larrflnaled� (2) I -Ilea of Iff H Glen w1m.090, SG In 14 7/8' LamInatedLG - I/6-TExtedor Cap+ SII6-AJrSpa,:,,+71IW Lamutelacl,(2)LItes; of Wig* A Glen wffi.090'SG Wintry 15 I7/wLarfdr,anII.G]�3/16- A Exted"Cap+ 1/4' AlrSpace+711V Larninated; O)Utes of 311W A Glen wfth.09VSG Interlayer 16 1711r Launnated I.G.:3116'TExterfor, Cap+ 114- Air bpwe4 7116'LamInated;(2)LItes ar3IIV A Glass wfth.OW ' SEE SHUT U. IJFU1Lt 5 VUK 'MIN.OF3 VREVS BEYOND1,12 Mu� SUBSTRATE. 'UNGR�D CMU-V�UES MAYBEUSSO FOR I3ROUMED CMU -ff-ANNE&Ee �--KEkTSTRENGTHENED INC 'SG'= M'SENTRYG-AS0 INTERAWRWIFURARNY AMERICA. INC. AS TI(PS&S.7 II&IS MAYNOTSEUSED1, �,,Rpww. �E MUI,Ael IS, Fy MIXFv =1 —&� -19w— I"Screw 60 lal Mosc. so ial 110101 Elc*A%re,GV,r9 & JuSi as "I E� Urbaccre lmk.1 In lot 410 SS Sto QttcF`lc;dB 127.0.1 189.7 hi 5F�115 —�� V6 —W M —k.I A38StnI Saw 0 IF.] &MIAnt[Shol W led 45 n INST�LATION NOTIES, SEE SHEETS 3 &4 FOR 1) USE ONLY SUBSTFA�PROFRHATE ANCInORS LeITSO ONTABLES 2 & 3, TIUS SHEET. FOLLOW EMBEDMENT AND EDGE INUMCE LIMITS. M NSTkLLAVON OPTION SfICIM MY 69 USED ON ANY SIOE OF� WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOODAS I'ER TABLE 2, INIS SHEET A� WOOD SUCCI LESS THAN I-IM"RUCK ARE TO BE CONSIDERED IX INST&LATIONS. 1X WOOD BUM AJFtE 0?110� IF UNIT IS INSIM�EO DIRECTLY TO WOOD SUCKS DEPICTED AS UARE 1-112' THICK OR GREATER IXAND � SUM C116[EN USED) Sl� BE OESIGM!D TO PRORERLY TFVFNSFER LOVIDS M �Z STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS M-lE RESIFONSIBILM OME ENGINEER ORARCIOTECT OF RE(NORID. 3) VISIBLE LIGHT WON OR KEK� (ALSO RZFERREU TO AS DA�*IfT OPENING) IS MEASLIRED MOM �010 FO BEADING. AS�a M.p �MUNU�b I NKU" A.,htr MIX &V DlInnae MIX EnflIedernme! QSEE E 2.10 x.131* Comment NOD 7.7 '&tdhem Fine (SG=0.55) W 2-71111' 2-117 FUnVhank Facing Nall P.T SuAlknrilpleS (S�0-551 Sw 2.711V F #10 Tnesh.W SMS lateel, 1"S S a 410 SSI P.T. Southern FIN, 18�0+55]l 117 141r MIN. OF Aluminum, 6063-TV 318- 0.05V Stud, �Gr. 3r 31W 0.0451m (18 Ga.) 3/6' COW #12SMS (sted, I" or 410 S. P.T. Saaern PIM (SO-0 65) &is* 1� TliREAO Xurnum —6D63-TS' —18" ---VaIE3 BMNO IU. SM Sled, AaS' I wr I QUNO" ITE ,N- - 0 Y LYN/j - ", L,%O OEM 58705 7 — I r, . .�, �FF, .�T.I I �Tnn. .� .� .... T� Frame Ty'. Rae Fill, B) Glen CPSon Ra. Table 11 Inallatlon Conlin... sumnee, 0a.. mull Meet �nrel (#I) 1.4 Tlarough0w, Wellrel I . ...... nia Mlffiwd FwcS�td;, 4. PUM 5 .... Into, Matel -.1ad 4. Wn 8 TiccU,,h N,e inme OftVrd . ...... ... Bic, Mwooci FranerIlwhMp - street 4. qpl 0 .... Alakletaf-11votAl.al"Ir FlerVe (A4 1-4 7hmWh m ji,ene OfftVinFl ...... .... JaW UINcd ScamelButatAp -.�t 3. pLen I ..Jcto corcutdMIJ - sl�nl 3. cptlan, 2 .-Itrauh III Budaef, Ine, CcecrebtrXU -.�t 3, Option 3 hugw Fin 03) 1-4 Sa . ..... �Wocd F.s(BuWP -.�t 4. PM. 5 ... :: T,,,�h ft hm - s�st 4. optiori 6 -P - ""t 4 W W hort 4. q W. 7 76 8.1 04) afi"M� ..... WVW�Fm��Wp �-. in 7 -.1rdo MWOod FranaROMMtrip - bed 3. opfien I Ccnan, �MU 2 -.flmwChlXBuFkcbf In!*CmaMtdCMU-61rnt3. 3 Ml Uo,,4 t) - a ME Elliff, mJj-- i sL nL 0 Paz. , o 0 Q I 0(570 !,Irnj n PRODUCT REVISED . uscornp I =I 17-0411.08 0"I"mu. Me. 0 gr24MO20 03127/17 0, ldhnfil-� p,,od.,,t C.."I )RS/FRAME OPTIONS ROSOWSKI 05/15/15 ROLLER - LIVI NTS 1 2 OF 18 1 "MOD-HR551 0-01 1 IS INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTYPE, INSTALLATION @0 22 0 23 (�u INSTALLATION EMSMMEHITANDEDGE OPTION 4 (SEE SH 8 OPTION 1 /—DISTANI =P S�SS7T" ANGHOMDTHROUGH TYPICAL FOR ALL ANCHUREaDDflIOUGH WGEDISTMCE F�MEINTO�WOC)D T T WMIll ET2, FRAME WO METAL 'XO'OR'WSASH 16 11V�SHIM 20 EMBEDMENT --T FRAMEORGUCKS�P, 114-MAX. SHIM 19 16 30 SEE NOTE� WEET. Am 20 40 OPEMLE 4 201 � �T .. , EDGE F.G. FRAME EMBEDM ENT #10 OR#12STEE - " sm(GIILSEE!:::� 37-39 SJUSH L 1E d ". , . INSTANCE L4 SHOWN TAB m4SHEET2: I AN, FIXED ME M&BLE VGHTWID� DADEAPPROI/EDMULLION. I e FBC COWl-UUIT WSIBLE 42 L-1--j P-== - �—@ EKTEFtJOR A.UMINUMISTEELFRAMING FLANGE U�WIDTH 14 ORSTEC-STUMMAYBE �E ORC25 � 26 0 V VISIBLE 'am LIGHT L FIXED WRVCN.ORHOWONTAl- SHOWN FIXED SEE SUBSTRATE MOPERTIES. (SEE SHEETS 6�0) TYPICAL FOR ALL Lff SO LUZ " 'OX' HEIGHT GHT Ell TABUE2.SHEET2 'XO' OR FIXED MEETING FAIL BUCK WIDTH 29 HORIZONTAL SECTION A -A (OX) BUCK HEIGHT EXTERIOR R T EMI OR 28 30 16 T- OPOE�m OPERABLE 20 OPERABLE 40 <�] SASH SASH. A..9 BASIN ?OR R LIGHT 0 HEIGHT 28 SEE 8 ') SEE TYPICAL FOR LL SASH A M 41 16 FIXED VISIBLE UTE "Slam 47 uGwwDTH UGHTWIDTH iP p on. 29 80 87 B N -JL R 20 MSIBLE EXTERIOR 34 72 LIGwwVBH 14 IG r 4 ALL 'XOX' FIXED MEETING RAJIL Z I uEDGE DISTAINGE PER sUssTRArE, am . TABl-E2,SHEEY2. EQUAL LEG (I)ATMID�SPANCIFINTEU00< FRAME (1)�I�FROME0kCHS&SH SHOWN 1@1WANERAND(l)ATCENTEROF SASHSTIl-ESJRlULS I SHIM BUCK WIDTH HORIZONTAL SECTION E-E (XOX) EQUAL-LiG PRODUCT REVISED -ith Ote HoOda Tt) S ECTON"ABOW FRAME SHOWN NO".. 17-0411.08 EGUALUES IRAME INSTALLATS=N ,�ONAS ,�ONAS LYN* ............ JR 100 1127/17 ow,Giisms�. 1"Z= cqtu.. ca. 0912412020 By Z-� OPTION 2 No. SUB ANCHOREDTHROUC CONCRETEIGMUl. EWE FORMULAS ::m FLANGE & EQUAL-LEGIBOX FRAMES i OS'OWSKI �.ANCHOR�E. DISTANCE VISIBLE LIGHT EMBEDMENTAND EDGE VERTICAL (EQUAL-LITE, XO & O)Q DIV.. DISTMCEPMSUBSTFtATE. SECTION B-E3 HOR IZONTAL ROLLER - LIM 105/15/15 HEIGHT. DUCK HEIGHT -7-IM N M P� HR 5510 NTS 301 INSTALLATION DETAILS FOR FIN AND J-CHMNEL FRAMES INSTALLATION OPTION 5 �HORED THROLIGH INTMm FIN INTO M EMBEDMENT W00DPRMIEQRBUCK- STRIP.SSENOTE2. EDGE SHEET Z DISTANOS �NNEL FRMIE SHO .14'M0WSHW TYP.M�ORTYPE, WSEDMENTANDEDGE DISTANMPERSUBSTRA .N.1.110N OPTION 7 ANOiORED THROU& FRAME womeT�IINTEGRPL FJN�NGE REMOVED) IWMMSHIM MOORN12MM FINANDIOR ]RANGE MY BE RE10OVED IN.FIELD n SEETmEISHEETZ Fc-- 13 DMEAPPROVEDMUILLION, FSC WMPLM ALUMIMMMEELFRIkMING ORSTEuSnD.WYW FIXED LITE TASI-ES2&2.SHSET2. 29 28 IOR HEGHT § 21 0 2 fir E EESH 8 EDGE DISTANCE PER WBSTRATE.SEESEE TASLE3.SHEET2. INSTALLATION 0 PTION 5 VERTICAL ANCHOREDTHROUGHINTEOR&FIN SEMIOND-D INTO��DFRAMEORBUOK- STRIRSSENOTIEZSH�2. INSTALLATION OPTION 6 2@1 OR(�VDOR 23 WOOD FIRMIE OR BUCKSTRIP. SEE a=hl NOTES SHEET 21 (SEE SHnEm ") NOTE2.SHEET� TYPIM FOR ALL ENDED 'XO'OR'OX*WH 16 0 7 19 16 30 29 1 m OPERABLE 28 EDGE ..— 015T."D c 37-39 — � 28 TYP.Mc EMBEOM MOE ON I-ITE VIS -summ LIGHT DTH TASa 2. (SCRM� 85 @--" vISIBLE 42 --I LIGHT"D �FRIOR 72 124 C 26 0 20 (SE SHEETS ") Ic FOR -XO' OR -0X' FIXED MEETING FWL SUOKWDTH HORIZONTAL SECTION C-C (OX) MSIBLE LIGHTWD� 0 @2-1 GHTWOTH n R E)o F ALL =r FDOM MEETING PAL BuCl< HORIZONTAL SECTIC INST�LATJONAS PERSMTI I=PMM OF tmsHsTILE� I LYNIV -I, I 'ASIBLE LIGHT FORMULAS (EQUAL-LrrE. XO & OX) WDTH:SUG<WOTHi2-4-I/4' HEIGHt SUCK HEIGHT - TAW No. 511705 INSTALLATION OPTION 8 ANCHO�THRWGH FIN IN70 METM. (FL0%NGE MY BE REMO�D) �-c (XOX) PRODUCT REVISED -Ith a. mm. Ildin . 'DASOME It= 17-0411.08 W. G,w JR 03/27/17 0orpinnion D!toq_qI24aO2O By J-CHANNEL& INTEGRAL FIN FRAMES J�JROSOWSKJ HORIZONTAL ROLLER - LM 105/15115 HR-5510 17TS 1 40F18 I'MD'HR6510-01 J'B I STRUCTURAL SILICONE VC1,10M. 7M WN WN M. —1 r— —I K I — I'MYIEOD�ENE WITH DESICCANT 5/1 6AfA PVB 5116"AIAPVB— 5il 6"AA PVB — 5/1 SAJA PVB O(T. GLASS KODISPACE 4SG TIPS MWATIRSPACE 7116' AIR SPACE— - . 3/6"AIR SPACE— 318' AIR SPACE- 1/6' T GLASS--\ 3116'AGLASS—\ 3116'T GLASS—\ 6 ��3 EXTERIOR 6 EXTERIOR \6 EXTERIOR STRUClum GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICO7NE F40M3fIwNOm. WITH DESICCANT SUPER TV N 7W WNM M ON. EXT. GLASS C 0 SPACERuNXT" 5116"H/H SO 5/16,Hfiise-- 5116"HIHSG— 7/16"AIASG— - -7/16'AIRSPACE,�_\ 3/8'AJR SPACE— 318'AIRSPAGE-- 5110-AIRSPACt—, NT. GLASS I "T 118* T GLAS! __\ 3116'8GLASS—\ 3)16"TGLASS 1M T GLASS--\ <�] EXTERIOR , <�D EXTERIOR 'a <�] EXTERIOR <�j EXTERIOR ALUMNUM :RCEMENT a, E Es— N M._ GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 GLASSTYPE10 EXT. 'LAS im-NOM.GLASS 76.7a STEM VL 72 74 7116"AIA SG 711VAIASG—, 15 �RIOR 1/4' AIR SPACE— 1WAIRSPACE--\ IN�l ]E PGLYISCL DESICCANTFIUAREA 3/16-AGLASS—\ 3/16-IGLASS—\ VIVNOM. 29 AEX�IQR 75 WERIOR SEA_ 29 MYNOTSELGEOMH �CHAMNEL OR INTEGRAL ROI.I. Fe L FINFRAIIES is sl XL EDGE" 33 PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 �..pl=, MM �. F1.4d. Buildl., Exr.GLAS SPACER 17-0411.08 N" g4 'J 'Z2 p 020 INT.GLASS TYP. GLAZING DETAIL ........ Q1 R 7/17 NO�TM�.. By W-MNEA.ED Z *F N.. 587N A for. 76 �.�g SGTI'SSM.15�t— S.. tHII S�t 0, IS Gum N.ow $Imeer madal. 79 Cul.1 A Eco. Spmof 1.=HEATSTRENGTIl�ED �-TEMPERED OFAIM� z GLAZING DETAILS i ROSOWSKI -.Q9VTROSIFDl_@ PVS RV MRA.,A.Y MERICA, INC. .. IMTECHNOLOST'DRIVE R. Sw- ....... ........ N. MENICE, HORIZONTAL ROLLER WINDOW - LM 105116/15 MERIWNC. �0=7m�m '�� HR9510 FOR LAMINATED �NG CONIPONENTS, SEE TABLE 1. u — �7N�Tfq ll*�OF18 MMD"`A`R55lM1 R 717.690S&II970 SHVETI P" 05 CERT. Ind" W All D�Ign Pressure and Anchor QuantityTablef, 0.4 Mo, WJdh M., HftM eft. I TYR 1�1. ce,ign ;,ne. �O,,.fty I a 17 9 —9 v OX 7Y 5-8 I —2 —7-6 1-8 ST — ax —3 —8 1-9 1-0 — 4 — 11 6---- 21 11 6.8 4 e m v 79 76 v .12 4 in 2 U-1-6 —4 1-2 —8 IvffI6410824 7&8 1 4 14 8 0 10.12 4 1 15 I.-Il 1 4 1 1. 16 Irl5-ANCHOR CLUSTER DETAIL 4-ANCHOR C CLL LUSTER DETAIL e M� D.C. 3-AINCHOR C CLL LUSTER DETAIL '172-ALMHOR CLUSTER DETAIL CL Glwsry�s DosignPressum(lbeff?) S-a forXOarOXW[ndom Rad � III All D.k *%:W W b W mswck� +501-50 upw7y SECTION DETAIL FOR WINDOWS WITH LEVEL Ill REINFORCEMB (FUSNFOR�ISNIrS SHOWN Olricuruasmmyw� FRAME �PIES & WNFIGURATIONS) K03 reTTEcl FIX 2) FRMtE DIMENSIONS BUMMTH AND SUM HEIGHT (SHISUS WH SU3Z IS M PERTHEOGURE. 3)FORSUZESNOTSHOWH,ROUND UFTO`rHE NEXrAVAftAlIU9WDnORH]SGKf-- DIMENSION $14OWN ON THETME. Q'IX19-114'AND'IW�I�WOIDATE�T THOSE STMDARO S�ol OONnGUNATIONS �ENT COLUMN. WMW INDICATES �TNOSTiIMDANDS�HOONF(AHMIUONS Xl�l q 1 08 '" Pressure (their?) DIbr'XO.rOXWlndo" ma.x 'I �1-70 ww7w SECTION DETAIL FORWINDOWSWITH LEVEL R2 REINFORCEMEP IN RGURES �PLYTO� F�Ew�& COWIGUMMONS) cau OF�62S:98 R H 'rr 14:�- 03/27/17 1 -- PRESSURE TABLES ROLLER - LIM NTS 1 6 OF 18 PRODUCT REVISED 17-0411.08 ftpirmlon Min 09124/2020 BY g;t I ---75- -0- J ROSOWSKI MD-HR5510-01 I'B SAM HEIGH� sl� HWHM rFMEnNGML SECTiON DETAIL FORWINDOWSWITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES�PLYTO� �E�S& coisplotimnom) M�EDTHROUGHTHE �EOR��F[N. �sTym DesIgnillnessum(lbalft) 5.6 tbrXOorOXWmdowe Reld�]M MSuakHcWftu,,WV Ah�kWldnl. +50/.50 ww7r cf.T�w 5.8 Ssh C-dw�le Gels Wall R.,,tp) Design Pmasum (Ibliffel for XOX Windows Ww. ICHIPI I i ar JI.M.11.M M.0 i �O I .5so M D 1 Y,%.% 1z".1755 7iios 70 -as 7-0 4-w-2. -1-21 4�llw X-%.X +510 -ma .5so .50.0 — Xw% I&M-14.010 +M0 -MO +50.0 �0 -MG I �O 4Mr Y.%.y 11.391 - 12,M .510 -510 -M.0 a.0 .500 1 zo.0 A.M.% 1zM-1&558 M.0 �Sfto -60.0 -6`1 *'00 �a C,mtor 1I.M.Mols M.0 Z&O -wo 70 +ws Zo 52.1'r X.H.34 IZO17.13.� �A Z&O -MO -Sls . -% Ostm 1�398. 17.018 ll.m .1&W �O 750A �O �o 4Ms +5so as +NL0 .50.0 -:wo— .50.0 X.%-y 11M.I&M MO -MO +50.0 �O W.0 �D 15.M - 116H +M.O 4so +500 45so 50.6 �o li.M.13.597 .60's �a .50S -5so +wO 40.0 Tr %.%.Y 113M - 1911% -%a 4SO .60.0 �o +910 4O.F, —3f--%.3F 19.111 N."I -w.O 400 -50.0 a.0 .500 4l0o cmw 1&M-19w I +%oj zall I wo �O +4tl- 49+1- X.Y,.% 19398-2�303 + 50.01 -Mo 1+0.0 so.0 I M.0 I 4so M 24.Ml-MM Mj.M * so.01 .3sm .M.O I .. I zo+o I �aj. Gl,l,SST�ES" SEETABLE23MRANCHOMW SIM - IMMOOWWDTH�5428 PRODUCT REVISED .... p1=%mtll0.FW,1d. am,; NOAN.. 17-0411.08 ow LYMAI uplinflonis be 020 ......... 4f, ul" JR 03127117 0S, .... . ... ]-��lemt con"I W. No. U705 Pff 01 IMMHNOLOCYO� DESIGN PRESSURE TABLES J ROSOWS-K1- HORIZONTAL ROLLER - LM 05/15116 XL RE HR-5510 J�N`TS 17OF18 I'MED-AR5510-01 J'B imanTme Design pressure pbse) 0-5 forWorOXINIndow RNd lamal N AD B=k �)ghla 4 W IT An EuNk WWft 450140 WWNY �.. .�� 1� �� _ TASM11: 010, Ty� 5-6 Design Pressure pbsO)far XO orOX Windows M.UMA R4 wmdOamall t 1. 1 sp I w 26._w .70b 1 �5.01 .70.0 1 +WA I .7aD 2V +OED w 47 *no as m.0 I +SS.O Me .65b 1 .710 4r me .70.0 .6SO -Me �5.01 -me Our, .657 -Me Q&O .70.0 +65b 1 .700 " 7n-u JOW .810 .70. .-,. 1� - . - ,EETABLE21 KRAN�ORAGE GRO. Iypn ls-12 R4 Eno SOV, Design Pressure (Ibse) for XOX Windom ; wasas B I 7 �Wxl w 11-391-I&W �01-110,0 �SSO I -iloo I �o -liso I"m - IS= �3.0 .110.0 �&O .110.0 1 �&b -Itmo Y-X-Y. 15.361 -IS"I no .110.0 +65.0 .10.1) 1 B&O .110.0 O�tam 11.391-11397 +1550 -110.0 +65.0 -110.0 +350 -110+0 Tv I&M � 10-110 7KO -1100 -85-F '11TO 'is 0 '1100 All! m2t"I �O = -65.0 = -650 410b 17.641 -19397 InO -110.0 +56W 'ItO.0 �O` 404.6' X.Y,% WZW-24360 +610 .140.0 .6" 410.0 �O` .10ar caw. 24.361 .31.6,611 _;jCD -110.0 .65.0 -110.0 -S&O 410.1) a,Uj_3Z5j5 M .110.0 +650 41110 +66.0' -IN.V 32,616�3nbsj +65.0 .110.0 nO -II&D KO AlOb .55.0 -Ilmo _pf.. lu - -MIN. �Sm. "NuawmDT14,60,72 2 GIzu Types 14-18 S.h C.tlas� Smah �th, R.,,. co Design Pressu re (thime) for XOX Windows �hlf. � R4 BuNkIla . 1. 1 w �at. 11.391 - 13.397 +uO .110.0 +mO .110.0 +85+0 -1110 1. Y,-X-y 13.398-15A60 -QU) -110.0 -85.0 41110 +nO -line %-X-% I&MI - 104641 'no �1100 �65 0 4lob 'nab ."no Cuttan 11.391-13.397 less -110.0 165.0 -line -83.0 ANA 7r 3j_y,_% 13.3".19.110 +010 41C.0 *65.0 -110.0 *85.0 -102.0 A-Y.-% 19.111 -U."I +One -110.0 +05.0 IIOA no -Imq CNa" 17,"l , 11,307 +nO -110.1 *KO -1100 +6&0 47.4 w Y-%-y 19,30-24,360 +MD 410.0 +nO 10.1 =0 I �Wrn XWI - 31.641 +MO .110.0 �5.0 410. 1.. _�O Y-N-Y sses' _nXlS +nSb 410-0 �sso -108 'aso 127 %-%-% W.516-39.641 .61M), 410.0 -SMO AMO -63.0 Cast. .. _39ml -610 -110.0 -no -lob .85.0 1 �b 7-SiV � 1 .70 0 *Iili; TMIX 12: GlaasTyIPa, 10-12 & WIC Design Pressum (1bsf) fbr XOorOXYVindows RNArf. UN10 R4 %Mad. Book HeIght I or I 7W __p2jIX 7 a60 :�;2;il +ffib .100 .&0 -11110 .GS -65.0 .1 1 &i -65b 410.0 + .0 n0.00 -:= Ilan �5.0 +nO .11SO .110.0 .65n .1110 me 65.0 -1100 60 .1110 102 LO +66.0 Alan �O �o 7� _,;., .00 40.5 +050 �O - SASHIM015i JAMB �tt LPBU�� "�MU� R H fr TaBUE I& On. 7y" age Add �l RA 94sh ss� Wft So Design Pro... (Unee) for XOX Modern 15�d w Or . I w "Not 111.391-law �o -7aQ 1.21 �o 40.0 +fto �S I., %-y..y, 113.wq - lums _4FO 40.0 .70�iO �a 40.0 +nG -70.0 ImWI - 19"1 +05.0 Job -64b -MO +asm Me +wO .6" �2 �3 -512 75- IN115, +mO -n,O +610 �o �u �a .512 X- NY,--%y, 119.ir-�641 +nC -70.0 +nO -70.0 �O -700 *MO 410 _W Cases 118,360-law W.0 .70A .5119 49.9 +nA 4&5 �Sl 4RI 1 `Ilmw� -�Wo- �D �l �l 4560 �O 1503 �603 (5�W_ 124+361-30M I ;_W.O - - RnO +WA .7110 �O 4r?.3 -570 470 -iw x3F%-17, �-mm FT .7as �b I me +ws �a tal 49.1 - MIN. SASH SM - �""' -a"� ""' SEeTASI_EZ4FURA�M� Obs, Tyme Tee ns� wal as a suh mmsFsals, Sash wIdIt, Peres Q�) Design Pressure Posse) for XOX Windows GaINO JIM IM97 eso I rob MO M.0 lnO -70b .66b -M ST Y,-X-Y SM) -10.0 �O .70.0 -me I �O -65.01 -no 15.281 -19541 �d -MO -65b -70.0 �-201 ;;0 :12:2 I&SO? �b no .00 .n.0 .700 �n�:2 0 w U.M.19110 -Me -Me �65,0 �MA �63b -700 .0.0 �70.0 Is III -XS4l .0&0 -no .0.0 -no �O ;!,! 0 "mo le.m.low +m -m.o �eb .70.0 _-mo "00 4mv, UTx w lq.ww�zsmo �nao -mo +e On ,ax .... Z.- +nO. 'Bas, u Qat. �361-30380 .4an -700 +n, -R, GEO .0.0 �D IV -30280 .0.0 -70.0 �O -MO -0.0 +KO- ffYz �-70 FOR GI_ASS �E 6 MIR USH SUEE - WNDOW W0171 - 59.213 2 SECTION DETAIL MEEMING RAL FORWINDOWSWfTH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES "PLY 70 � M coNFIGUMIrms) =1 I rTIES wnl SE. PRODUCT REVISED 69. �EL OR WrSGR� FIN PINt.�� , vvUh UR, Fl."da as cvmpW1,.i BaIldfln, . . 17-0411.08 LYA11V4f ........ R� JR 03/27/17 sapsen a - 0912420 0 mfam�" PaOduct Central NO. 5870S vy 0: z DESIGN PRESSURE TABI ES J ROSOWSKI mimmsugs loss. HORIZONTAL ROLLER - LM HR-5510 I 'NTS ISs; OF 18 Class Types Anchor Quantities for XO orOX Windows 5-8 Sash 30"Helght 1 36* Helg�t 48" Height W Height 1[ 3 0 H a 3D* Height I 3r Height I 48"Height 54"HeIghl Width 5n) Head H d 'g Head Head r as d Head H Hand Head H - Reint Level a SID 1-1 I &'Zol & Sol 11 Sill J'g - I-gj & Sol S 0 I A Sit ASIll R1 Anchor Group A Anchor Group C 25-117' 12.147 I+C2+i 2 i-C2+1 31 I+C2+1 13 I+C2+1 3 3 C lig I+C2+1 I 2 2 I+C2+1 31 I*C2+1 31 I+C2+1 3 28'- 13.397 I+C2+1 2 i4C2+i 31 I+C2+1 13 i+C2+1 3 3 I I+C2+1 I C 2 2 1+02+1 3 14C2+1 31 1+C2+1 3 36' 17.397 1+C2+1 1 I-C2 1+02+1 3 3 C I i+C2+1 i 2 2 I+C2+1 3 1+C2+1 31 1+C2+1. 3 -T 3 3 I+C2+1 3 I+C2+1 31 1+C2+1 42 20.397 1+C2+1 1+ 2 +02+11 1+C2+i 3 3 I I+C2+1 I C 2 2 31 48' 23.397 I+C2+1 V2402+2 2 t+02+1 3 1+020 3 1+C2+1 3 3 C 1+r2+1 I 2 1 2 i+C2+1 3 1+02+1 3 I+C2+1 3 89" 29.397 2+02+2 2 24C2+2 3 2-C2+2 3 2+C2+2 3 3 2+C2+2 2+C2+2 2 2+C2+2 3 ZHC�2 3 2+C2+2 3 75' 30.697 2 21C212 31 2402t2 31 2+C2+2 3 3 2+C2+2 2+C2+2 2 2+02+2 3 2+C2+2 31 2+C2+2 3 Anchor Group 5 AnchorGmupO 25.10 12.147 I+C2+1 2 I+C2+i 3 02+ ..... 3 3 26- 13.397 I+C2+ !, !IG!!iI 3 1+C2+11 3 3 1+ C2+ I 1+C2+1 '*C2+' 2 I*C2+1 3 I*C2+1 3 I+C2+1 a _L+C2+' 3v 17.397 1+Q2+1 J+C 2 C2+1 + 3 1+�2+ 3 1+C2+1 3 3 I+C2+1 1+ C2+1 2 1+02+1 I+C2 3 I+C2+1 3 i+C2+1 3 42' 20.397 1+02+1 '+C +1 2 2 :HE: +C +' 2j 3 1+C2+1 3 3 1+C2+1 1 C2+1 +1 2 I+C2+1 I+C2 M1+C2 3 1+02+1 3 1+C2+1 3 —48' 23.397 1+C24i 7 1 3 I+C2+1 3 3 1+C2+1 1+ C2+1 -1 2 1+C2�1 3 1+C2+1 3 1+02+1 3 W 29.397 2+CZ+2 2 :2 A2 : 2 2 3 2+C2+2 3 3 2 2+2 2+C2+2 C _+2 2 VC2+2 VC? 3 24C2+2 3 2+02+2 3 75- 36.897 2-C2+2 2 C2+2 2.C2+2 3 2+C2+2 3 2+C2+2 2 C2 2+C + 2+02+2 3 2+C2*2 3 2+C2-2 3 SEE TABLEU FOR DESIGN PRESSURE TABLE 18 Glass Typeal Anchor Quantities for XO orOX Windows 5.8 Sesh WHatillt I 313"HeIght 1 48- ght 30PHelght I 36"Height I 48'Height I SO Height — Width on) Scan 'gi Head Head Head Head 1' �j Head 1'41 Head HIS24di Relnf Leval SDI 17gl I- &Sol It Sill 1'� Sol I- & sill -- a Stu a R2 AnchcrGmupA -& Anchor Group C 215-1re 12147 1+C2+1 2 1+02+1 3 1+C2+1 3 1+02+1 3 9 —28' 13,397 -1—+C2+1 1 +'+ 1 I+C2+1 31 1+C2+1 31 1+C2+1 3 U. 17.397 T-C91- ' +C2+' i+C2+1 3 I+C2+1 31 14C2+1 3 M397 TC2+1 I 1+C2+1 3 I+C2+1 3 I+C2-1 m Not Allomd 48" 23.397 3 +C + 1+C2+1 t+C2+i 3 I+C2+i 3 1+02+1 3 2+C2+2 2+C2+2 3 2+C2t2 3 2+C2+2 3 75- 2+C2+2 +C2+ 2 2+C211 3 2.C2+2 3 24C2+2 3 Anchor Group B AnchwGmupD 2&VT 12.147 1 I+C2.1 2 i+C2+1 131 I+C2+1 3 I+C2+i 3 I+C2+1 2 1+C2+1 13 I+C2+i 3 1+C2+i 3 —2r 13.397 I+C2+1 2 112! C2+' W 3 1+C2+1 3 C L 2+ 3 I+C2+1 2 J+C2+1 3 J+C2+1 31 I+C2+1 -3 36- 17,397 I+C2+1 2 i+Zi+� i+F2; 1 4 -L--- J+C2+1 +C2+1 J+C2+1 3 1++C2+' J+C2+1 J J+C2+1 3 I+C2+1 2 1+C2+1 3 14132+1 3 1+C2+1 42- 20.397 1+C2+1 2 1+C2+1 131 1+C2+1 3 I+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 + 8- 4 Im. 23.397 . g, i+C2+1 2 i+r2+1 131 i+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 60' 29.397 2+02+2 2 2+C2+2 131 2+C2+2 3 2+C2+2 3 2+G2+2 2 2�102+2 3 2. 7- T C +2 -F- - +572 - 3 76' --- 36 SDT -KC-2+2 -2 -2-+C-2-+2 -F3T —2+02+2 'Y 2.C2+2 3 3 , + +r 2+02+2 2 2+C2+2 3 2402+2 3 2+C2+2 -3 MWIMUM ANCHOR QUANTITIES SHOWN. � ANCHONAUE MUST � COMPLY WITH THE M� O.C. SPACING SHOWN ON THE ELEVATONS. NmAnchor,D.C. Spacing for "integral Fin" Installation An.hw GmpE Anchor GwpF qW I A' GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QIU� F:JAMBI, . ' FVZ3�+23 'M "', CHOR QU�', ,2,�ANCHQRSATT41E FIXED SECTION .ACLU��(3)A�OM��AT�EW�GMIL +(2)ANCHORSATTHESASH TOT�OF 7 ANCHORS AT THE HEAD AND 7 ANCHOU AT TIE SU. EEELEVATION,SHEET1 HEET I OSTAW'SHSETO -E TOM ELEVIA 77 - REPEATANCHORPATTEMATS111 FOR XOX WINDOWS: ANCHONQV� l+G3+2+G3+1 4 it ANCHORATTHESASH -0 ACIW�OF(3)MCHMS�MMAT�EM�GML .MANCHOMATTHEFO(EDSECTION . A Ci-USTER OF (3) ANCHORS CENTERED AT THE MEETING FAL +(nANCHORATnESASH TOT& OF 10 ANCHORS AT T14E HEAD AND 10 ANCHOIRS AT THE Sll� SEE ELEVATIM, SHEET t SEE EUVAMON, SHEET I —1 [— n 17-7-� —1 S SEE EUEVAT 7, 0 x SHEET 1 LEV,A—M� SHEETI MEETING SIECUUSTER REPEATANCHORPATTE11NATSILL SHEETS Max.AnchorO.0 7 I Spacing for "Intogi I. alsa F M4 SEE TAMUE 7 �-M 5-ErIGN —PREW T�- Fin" Installation PRODUCT REVISED ...... t!".1, fth the Ficus. Oulldif., � . .o. 17-0411.08 �Pbctl.. Dto 0912412020 ;4�-- - TDEDNOTETOANCHOR �DEC NOT ZOTY. TABLE-1 iB 0 C? 02 0 _J �4 Lag Do - a! Z W W Q0 2! F- of w -i LL 0 z < �2 z 0 3: 0 0 No. 68MS BwkWdh Butic Wdth si t, +18141 INN M4N 6 6 $16 1 Pm 21 — — — - - — — — — — - 2 0 0 2 2'� *2 . . . . . . . . . . lamb 7-�mmo -.. p A ow T t T T + 20 cl q x —J=b T y Y w .1W101.1.1.5 T; Z -i; T.b tz -Z 7 -Z -Z -T� -Z -Z -Z -,4: — — 7 — — — — — T.—k — — — — — — — — — -j; ti? 0 — +2 — — , — — + — — — — rJ=b - - + + A . . . . . . . j� . . . . . jm b g 11 � 0 20- -10 9 I; o ON om t, WndowBuckWdth ndwBuckWdth *103 13 2 2 v R 2 + 2 +I—. 2 q IT 9 I TI q -+I q + A 1 — — — — E ft 1 z 1 7 7;� .1 .1 .1 .1 .1 T�� q 9 2 q q 2 2 q 2 2 2 9 + —j w 0 2 2 2 2 2 2 1 +1 + q 2 i 9: + a; 1 T te 9 + 2 + 13 V q 1 Q q + T q + + + I R. -Z T T T Z -Z M, T T T tl? - — — — — - q R 2 2 q 2 2 2 q R 2 9 M� A I I + 7 7 q T q T 2 T 2 T Q T — — — — — �w x o 0 —0 7-;;7 Z 7 7 7 z + 2 + 13 13 2 q 2 2 0 I x . . . . . . . . . . . . . . ja� + + + a Jant 2 q 9 Q 2 2 T v T —1 2 + R iF 51! + + + 9 + 2 jF T T 2 T 2 T 2 + tl? T i i + K Zc 1070 TECHNOLOGY DRIVE ................ tv N. VENICE. FL 3427S (941)-480-1600 J ROSOWSKI 2 �k �g All RIGHTS RESERVED .41 z ANCHOR QUANTITY TABLES 18105/15/15 r 0 m HORIZONTAL ROLLER - LM 4D-HR5510-01 M, Fm 9 0 GINS Types Anchor Quantities for XO or OX Windows 5-8 Sash 3(rHeIght I SW Height I 4W Height I WHeight I 03"Tielght 3(rHdght I SfrHeVht I 48'Height I 64-Height Or HeIght REM Lml Width (in) Head & Sig R1 H ad 191 Nut Head III I , a Sol Head & SIR III Head & Sul 11 Head I & Sig -El Head 1'�j I- & 811 Head Ifl 1- a Sul Head -. Sam ffl Head 9 & 11M jj� 4 R4 Anchor Group A Anchor Group C Id 254rX 12.147 Not Allowed I+C2+1 2 I+C2+1 131 I+C2+1 41 1+C2+1 41 1+C2+1 14 28- 13.397 1+C2+1 2 W3 j!CI!j- 4, I+C2.1 41 1+C2+1 4 35" 17.397 1+C2+1 2 ig _ J+F 2+1 4 I+C2+i 41 1+C2*i 4 42" 20 ' 397 I+C2+'lr' 2 1+C241 131 1+C2+1 4 i+C2+1 41 I+C2+i 41 48- 23.397 -- 7120 k22+Z T I+C27 T 3T I+C2+1 j 1+C2+1 41 1+C2+1 41 60" 1 17 2 C2+2 — 2 2+C2+2 3 2+C2+2 4 2+C2+2 41 2+C2-2 41 5. 38� 897 2+2 7 2+C2+2 31 2+C2+2 4 2+C2+2 41 2+C3+2 41 Anchor C�oup 8 Anchor Group 0 1 26-112' 2 ' "47 111+' 3 1+C2+1 4_ I+C2+1 2 I+C�Z+l 3 I+C2+1 4 I+C2+1 4 �C2-1 4 28" 3397 1+02+1 2 C2 2+' 1!2— !, 2 I+C20 3 1+C2+1 4 1+C2+i 41 1+02+1 141 3 3 _ (r 1 9 73 7 J.C2+1 .2 ! fl !;��+! C2 +' 1+( :2+1 4 I+C2 1 4 �!E2+1 +C2; 1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 I+C2+1 141 as as 42' 2 0 3 97 i J.C2.1 - -2 2+1 il -; 3 72 i 1 141 TZ2+1 7 +C2+1 4 I+C2+1 2 I+C2+1 3 1+C2+1 4 I+C2+1 4 I+C2+1 4 4 Er 8" 97 23f.3 J+C2.1 2 i+C2+1 3 I+C2+1 141 1 2+1 7 -7 +72+1 4 I+C2+1 2 I-C2+1 3 —7 1=C2+1 I +C2+1 4 I+C2+1 4 air 6 (r 2 9 397 2+C2+2 2 2+C2+2 3 4 2+C2-2 2 + 4 2+C2+2 4 5, 75' 3 6 SET 2+C2+2 2+2 4 2+C2+2 4 SEE TABi.E 11 FORDESIGNPREWURE Mast.AnchorO.C. Anchor Spacing for"Integral- CWF Fin" Installation 4- G�SSTI,PES 10�12&1�16 MAY NOTBEUSED IMrrH�NNEL FRANIES 2) FOR SIZES NOT SHOWN, ROUND jLP TO THE NEU AVM�E WDTH OR HEIGHT DIMMSIOR SHOM ON THETABLE. ii) C? 0 0(j Ld w no < Lu LL 0 til z z 0 0 0 t4 i.r Z <1 3: C,0 LY/Viv ........ ...... Z7*: No. 7 68 as 76' 1 36.897 1 2�C2-2 121 2+C2-2 131 2+C3+2 141 2+C4+2 141 2+C4+2 151 2+C4+2 151 2+C2+2 121 2+C2.2 131 Z+C3+2 141 2-C4+2 141 2+C4+2 151 2�C4+2_U5 3)iEESHEET9FORA SEC TABLE 12 FOR DESIGN PRESSURE I I IMNIMIUMANCHORQU�ESSHOM. �LANCHORAGE NIUST�SOCOMPLYM-1 THE � O.C. SPACINGSHOM ON THE E�AVONS. TWIDE�TO USINGTHESE L LYN 4a. r EORM wm. B IT4 k x lik N x x x �k �k ;k ! l E 5 4 F 9 4 2. !Il 2. m 2- s I N 6 g 41k al ii FIE 4 m 411 I'i M *2 2 2 + M - - - - - - - - - - - - - - -- -- I I I 2 - 2 + - - - - - - + 11IM- 11 . + 1 + T 2 T T I.I.I. . . . . . . . . . . . 1-1-1 . . . . . . �1"Il J.b J.b 0620 i— � + . . . . I . . — . — — . — — — . . — . — . — — . . . . . . . . . . . . . . . . . . . . . . . T.—b q + 2 ——-—-———-——-———— I-- 3 2 T. b . 2 2 13 T T + 7;;b TT — — — — — — - — — - Ml I . . . . . . . . . ..... ... . . . . J..b T T T T T IT, b - T.—b - - - - - - - - - - - 7.7b ;� wn; 1:2 Z Z _Z77 T.;Wb 1070 TECHNOLOGY DRIVE N. VENICE, FIL 34275 00 (941)48D-1600 C0MIGKTC2Dl7PGTINWSMIM.M. ALL RIGHM 11�0 El ANCHOR QUANTITY TABLES 5/15115 IM o HORIZONTAL ROLL ER-LM R��j J ROSOWSKI g �ljHR-5510jAjNTQgll2 OF 1811.201 MD-HR5510-01 W�S.kMh X ig �, Z9 * �r ig izl N w �k 4: ZK Z; r z ;3 is .4 FS w p; 8 . . is . i; . . . . . . . . . . J.b . . . . . . T- 2 2 — — — — — - — — -J.—b . . . . . . . if VT V — — — — — — — 2 V V IL - - - - - - - - - - - - - 7 1 T 1 VIV v14 v T 2 VT V161V V - - - - - - - 0- T MIM i T T 5! q + J.b V T VI I !I 1 a 2 TIV vivi + + W- 4 + q q ll! - — — — — — — — — — — — — — Jb T TIvIV V V14 T T 7 i 14 6 livi 6 - l.b T T VIV T 1 -.1V v NMI v 2 V Zvi 1 vivi T V - - - - - - - - - - - - - - - - - -j=—b 14 4 s 4 + V 6 T 4 4 2 T 9 0 q 2 k a V T V V V T + T1 11 111 61 Tq 6 6 1 1 6 V V, i i 6 1 1 6 T u I 2 9 2 13 2� T -,R v v T.b a: OR+ V PRODUCT REVISED �mp Wl WM � F�dm Bulldl.g No�� 17-0411.08 iNpl.U.D.1.091242020 NOMTOMMOR 0. 0 La 7 Qu. EO F- LLI F- 0 z ir Tr F< 0 0 wo z 0 < = Nc Z� :kI lk 0 L 0 2 2 - 0 + A & 2 13 a 2 a 2 2 13 + Z - - - - - - - - - - - - - 2 a a 2 . . . . . . . . . . . . . . . . . . . R. -'Ew; - - - - - - - - - - - 2 - T.Tb ILI 22 i , 2 Is! S? Tm-h T T ce T T T V 1 +1 414 13 2 0 13 13 2 2 13 2 2 v hi J3 I . . . . . . . . I.ki Zm 2 9 + 2 2 2 2 a 13 2 . . . . . . . . . . . . . . . . . . . . .. -J;;b Tim T 8 + + + + -2 -1 6 �2 .1�1 A A + + + + - - - 2 + + TV 7 T T+ 2 S? 2 + -JZFb 1070 TECHNOLOGY DRIVE N. VENICE, FL 1 .2 0 -0 IV 34275 a. (941)-480-1600 1 P �LRWMRW� 9 ANCHOR QUANTITY TABLES 05/1 6115 tHORIZONTA L ROLLER - LM R-1 J ROSOWSKJ 15 OF 18LE MD -HR5510-01 Gas. 7,� 1 Anch., Quantffie. fbrXDX VAndows 14-16 Ssh S.th "m 4WW#A M-W91t Sr Fbw I w mIght wwwt WWI& 1 �Nd,;m "'Noo W HaTam Wnt �l �11.tlm wft Rom;N o'J&Slu NoId&SHI I'l NoM&SK I*mJ.SM Hoad&SM A 'W&W N �., GIa.p C aw �Ilr 9�4' ow -yy,% II.M.II.SM NtAlowod 1.�l 1��i 211�(M�.l 211+M+�-1 2 jj+�.l 211��l 211��' 2 !+M��Il 2 i,I�Mtl 2 2 I.M.NG2.1 2 1�+��l 2 2 I.C2+0+M.I 2 2 2 i�-�J 2 1+�l 2 2 1��l 3 i+�M.1141 3 I.C"�114 3 i�lj 3 I�O�114 3 1-�l 3 1.�l 3 1+�l 3 1+�l 3 1-�l �(X+l 4 1.0�3+j 1+�CMJ 4 1+4�0�1 4 4 1+��l 4 4 4 1+��=+114 4 4 4 1��l 4 4 1- 4 120MR4 4 41 4 1�+l 41 4 1��+l 4 4 1�+�+l 4 9-7- %-% IZ= 12309 Y-Y,-y 11.39t -13� TUN 1-4 e83 y,-y,.g 11.391 - I� %.YA-% am-15.659 �w. 11.391 - IL61-8 %-%.% 110IT - 13.3W %�Y-Y. 13.30-17.016 Qsw KIM .13.3m 1�2�.l 1�1 + 1��+j 1 1 F12. M-1 2 2 I.M�i I.M+(N�l 14��l T.�l 2 I+W��l 2 ll' 7 +' K22 2 1+=+��l 2 1�.�l 2 IIM+�M+l 2 2 1�+�l 2 1.�l 1+=.�+l �m+� . 3 3 1.��l 3 3 1��l 3 1��WII 3 3 3 J.�l 3 1.()I+4.� 3 4 4 1�3-2�1 4 i.N.�M+l 4 4 4 1+ .�+l 4 I+N+�+l 4 1.� 4 aN-N�2 4 1.1�2�1 4 4 I+N+��l 4 4 1��i 7 4 i�*�l 4 4 1�+�l 4 4 1+��i 4 4 1+��l 4 4 4 4 1�� 1 4 13,3w . lum T5-36112", W w 14W 4Molorn il.391 -13.3V %.%-% lum -19.110 -Y. IT.Ml - 19.3" 19.1%5 -24.3W H -%-Yl V.351-31,641 Y-Y-% aml -nm 2 �M�2 __2 �w- d2+.- 2. a 2 41 3S.Y.-Y. M516 - n.ml �2+�2 ,+�2 T ii2 2.=� 3 2+ �+ 4 �+NG4. 412�+M,CX+ 4 0,oM,o .39.641 �MS+C2-2 Z+M,M. 2 �2 7 3 2 2��"+ 4 2-V�'()4. 4 41�+ 4 Ancli., Go..p 9 �.rGm,D JIUM .11.391 2 211+M+O+C2.1 311+�M+l 4 1�.l 4 1�1 4 1�1 2jI.=-[I+M I 211.��a.l 3 11 4jI+GI+()+G2+I 4 1�1 4 4 iZ3M IZM I+M�+j 2 2 jl-�M+l 311-�O 4 I+M()+=+I 4 1-�i A J��i 211�M+l 2 3 1.��l 411+��M+l 4 1�3+1 4 4 ym%m% 10M 11397 2 I�M+lj 2 311+�M-1 4 1+�l 4 1.�l 4 1+��l 211��*l 2 1�1 3 1*��l 4 1+03�M+l 41j*��#1 4 4 �Ilv %-)I-% I&SM - 1440 2 311�0+(R+l 4 1+0+�l 4 1�1 4 1�1 211-(2�0 2 1��l 3 ll�+�l 4 W�0+1 411�M+l 4 4 )4-)J.y 1I.M - 12.M 2 3 1.�l 4 1+��W+l 4 4 I+M�l 2 2 1��l 3 4 4 J+��l 4 1�1 '�l 4 4 04v -IZ-M -%5W J��+l 2 3 I+0+(I+m+I 4 4 1��l 4 i+�l 2 I.M�+l 2 1�1 3 I�C3+1 4 4 1.�+l 4 '-1 1�1 4 4 ot. II.I&I . �We J.Q�.j 2 3 1+�M+l 4 1.�.l 4 4 1�+�-1 2 2 1.0�3+1 3 4 4 1 4 M-Ijr Y4-K-X IZOI? - IS.397 1+�+l 2 3 1.�ll 4 1+�,�N+l 4 1.�l 4 J��l 2 i-�M-1 2 3 4 4 4 1 1�.l MW .17.018 2 3 I+M�+l 4 4 1�.� 4 2 2 1�+��l 3 4 4 4 �E 4 4 M.Ioro II."l - 111.3V 1+��l 2 1��Jj 211�2.�l 3 1�2-M-1 4 I+CM�C3+1 4 1.�2�1 4 J.M�2+�j 2 2 1�+��l 3 1-�+M-1 4 4 I.C�21�1 4 .1 P4 4 4 ST 13.3m 3 I-M+2+0-1 4 1+��Mfl 4 4 2 I.Q.I+�l 2 I+C2+1�1 3 4 4 4 1. . . . . 1+�I�.l 4 4 MINI IaNI 2 212L:2..:j' a 1+�+j 411+�*ijql��l 4 1��l 2 I+M+O��l 2 IKZ+��l 3 1*�l 4 4 1+�Gl+l 4 1. 1+�,l 4 �too 11.391 .13.2197 2 I+C2+3.�iJ2 1+�MMl 3 41i+U-3+U-1 411��l 4 1.�2�-1 2 3 1+��l 4 4 4 4 7r X-%-Y 11398-19.110 i.M.2�.l 2 1�3+M+lj 2 3 1��3+M.l 4111C�L2tl 4 1+(R.��l 4 I+M2�+l 2 -i 2 1�1 3 1+��Ml 4 4 4 1�2�1 1 4 %-%-Y. 1%111 - N."I 1�00 I 112 3 1+"��l 4 .6mo 4 1+��Ij 41 17�-1 2 3 i.��l 4 J.. 0,ot. 17.841 -19. w 1.=Q�+l jjMEI� 2 + TZj.4.M.I I !4M 4 MM;5 2 I-U+3-=+i 2 3 4 t+�+N+i 4 4 or g-A-X 19.329-� - I-M�- 42 I.W.�Ij 2 +�M�+=+l I. Z-21, - 4 4 i+M+b�l 2 I.M.3� T 1. 9 1-�l 4 4 4 24MI .31. 1 2 2 �1�2�5 Z!;. +3+M.2 M V�l "+"+2 4 2+CO3�4-2 4 4 1 M.2+0�1 2 1�.�+ 2 +, 1�-2.m 3 1.�l 4 4 1�4+2�1 4 Y.X-% S 5 a."I -32" 1 +M.M�2 T 2 F+-=-4+�+2 3 W 412*(X+0�2 �,+2 A� 4 2�"�2 4 2+Gb�+2 2 2+�3�2 2 2��+ 3 ��2 4 2+M�+04+2 4 2�4+3�2 4 120 nws-aul .�M-2 I 2�+3+u+ C4.2 12 4 �+�N+2 4 2��2 2 2�13-EL2 2 3 2+N.3+�2 4 2+U,,M�-2 4 2��2 14� 1 lld� -M.", 2 2+M�-=+212 �+0�2 3 �I N. OTSE. SEET, f)-FMEDlMSNSJONSAREBUCKWDU "MIN S&SII SIZE SASH SIZEISASPERTHE FIGURESONSHEETS66. 2)�SUES�TSHOWK ROUND gP70UENEffAVN�WDUORHEIGKDNENSlON SK�ON`UETABJ�. 3) SEE SHEU 9 FOR AGUIDE TO USING THESE TABUES. 4) 'IXIn.lA' MD 'I&IWM INDICATE THAT UWE STMDARI) SASH �IGGFAMONS FA[l �TN THE SASH NOU RANGE NUEAIMAIXNTCOLUMN. �UWOW NUMESUIATNO STMDARD SASJ,i 4XINFIGLJRA�ONS FAU�MHIN THE MOE. PRODUCT REVISED BullOng do NOA,wo. 17-0411.08 Expl.Uod Dartq.09124*020 Bill of Material a Pang Deaulptlon 1.1alarl.1 1 620121 Farre, Head, Bit enc! � - �nml Pvc 2 62DI22 Fianna Head, Sit anI Jant. - Flange Pvc 3 620123 FtatTm Head. Sill and dwnbs - Fin PVC 62004 Fierne H84 Sill mtl Jarnb. - Eq" Lee PVC _L �L3 a20172 Arnt�Lllftfitmrt/TdmC�r PVC OW131 Fixed Mmthg Rag Pvc _L4 is mi(a T.k Inseri am T8 A �L6 620120 Smh R.1 Point. TOP & Bott0a) Pvc IF 0201W 14.10 SM TO AJ 191 (120ISO Pd Rail 600311IN 201 8201M PO �d hatiock Onver PVC a 620151) L19M S.h R.Inl am— . — 22 M51 stmww S�h Renin.ennent M 70 A] 62D!62 HD Sun PaInktumni 6052111IN =153 Shinclard Meaft Platt RaIntmcentant 600515AI —Al =164 M himteg Rell Rnink,tc.nnend —W-75 20 e20155 H.O. Ho&. Rallerkleetrg Rail Reinil 6005 T5 At 71OX114PPA MO x I-W PH. PH SES (Monotal] Sc�) 41OSS 61644 W�mtrlp,.ISIP x.270- Fin Plie 29 61710 WeadembIR.187' x.� P* Pbe GO Mx I- PIL PH SOS Wadock Mom" Sc�) 41OSS 31 77DO12PPA IS x MIT Pit. PH EMS (Fbcw! �ng Fall Sc�) 4IDSS m 7i6mp mtrung Ran Scmw suppt Pbw 6Dii21T5pj 33 =10 Weap Hol, Cxner PVC 34 720167 WellellonscmHol.p1tv INC MIN Atic Lock C st"I 720igg S".p Lk Cat,t Zinc ?MIN �Lcxk�rAl.mbly (�St � 40 96 x I-11T PIL FH SOS (Auto ard Sweep Lmk Scmw) as 41 7202M AM and Sweep Lock K.Pr Cast Zinc 42 76)WPA 46 x 314' PH. PH SOS (Keeptr Scv4 as I 7012MTX ND x 1/2' FPH Tek (R.1pntcennM1 Sc") as 1 _S 44 Le�ble Top Canner Key Nybn Ny"n" `t!i �Hlcllcttan,C�rl(ey Nylar, "Y'an 4i Lock.111, Tap Conner IOy Nyon "Y"n Locksti!,BW=C�rKey Ny� M204 WIteel n 72 620135 Lead. I.G. Bead PVC 13.1�rait. GE 770DmDm7G1 SJJlcm 4EADM _L4 7UNW5 Set" Wwk (Its' x Z' X tWI as 5 d.. oo 61011 N.;�Imned &own Allan III SID12 Ex�d Semm FaTw Azlum;" Extruded S� Spm�r Bar AlxTn mi 4704M Scmn Comer Key MW Pul Rung PVC 7 'C nCcmrKeyNoPul1RinG PVC N84 �47MWIOKGLBIS. �2 IT(mlonspring 7�SFM BE[ 6, 4511310015 l5cnum trjaj� Fibernw, , 871 61MG1614 I.IW eISW6 S..n SpIJ. @A.hInWHan:1 RNW) vityl NOTEIi! I) TIENSN&12,18.35.36.49�71 OF 71-11SAFIFFDV� 2) PVC BY ENERGIWNDOWAND DOORPRORMS. LTI). TO BE � FOR �E)(TFLUDMOODE. T- J-1— aANT110FTINSE]a FIXED gmm� G METING 3.5m. 2Mr 3.150F tj_fOr 1w Fr 176 T-1.06(r -4— 7. 1, 1 8 � SASHJ� INSEITr a .06T 2." L ----Ti 2.� —r— am b�i EQU�MGF�M 0 HEAD.S1118 JAMS 1-�- 2AW 71.1 Z90. eWT unl� HNTERLO� LIFT� 81NTERIOM� at, -I Z' at, I v H." *N7 I --I mw ��T to 8 IJG"T SASH GASH SIDEADING S SCIZEEN 1. S�E.. REINFOROENIENT IS REINFORCEMAIT I .07ir --j mar 1w T t- 470- 2Y Aw frrl)7V1 teIr 'I.Ow Imi. W.:F4 " 1 7- [[ imi. I�v He METING HO HR METING RAL NIONONAL 8HD,=. 08== a REWFOfICENAENT R�MQEI, REINFORCEWNT JR 103/27117 VINDOW EXTRUSIONS& BOM ]ORIZONTAL ROLLER - LIVI HR-5510 'NTS I '17 'OF 18 PRODUCT REVISED I = �� thv Fl.rhfa 13WID11.111 Ho�� 17-0411.08 Expl.b.. paw 0 By 05/15/15 lu Z� is SASH T�E� AS�-E—MBLY Egress Lock Big of Material MITERED PRAME� DETAILS -L = 11 I NTERIORANDE�M -Lan# Down an Matedal FRAME �s 1� 7MC7024 MWtI-PcW Leek Op"o, conanc 01� 73M Opmmt.....tgahaa Saj .102 72019 MWUpdnt Lack K"M AIwd=m 31 103 72=4 MIdUpoil L� Wd. Nylon Arr�EDTO--/ f04 220217.= ToBegmgthVesies) StaWws Steel �CR �RNL 10-5 71024)OZiFX #10 x VT HN ME staw"s sew 108 TOWPAX #8 x V Ph. FK EMS Stainins Sted 72 X4 107 7W8FPTX 0x3/VPb.FHSDS SWI.I.. stae! 17 AMB 27 EGRESSLOCK DETAILS INQTTOS�E �� n39 83 Ono PRODUCT RBVISED AXTACHEDTO WME�13 . ..... , fflm�iEh Uta FI.dd. 17-0411.08 46 D.W 09/2412020 101 10 41 I(,/ e, mm w M(E) fG7Q TE� DRIVE MITERED FRAME mm R. MV5 NTEIVQR�DEXTERIOR (941)�Ieoa CERT. OF #29296 SCREEN -T— ,,1"QjAY LYNIV ba* fi�- ,' �,\N ........... JR 03/27/17 ASSEMBLY DETAILS EXPLODED WINDOW VJEW J ROSOWSKI FRAME ASSE B HORIZONTAL ROLLER - LM 05115/15 DETAILS 1)�MDSOMEP�DPTIMSWTISHOMON DRAWINGM--- PARTO 1.�R�TYPES�Y. SEEIDET�014 SHEETS� PEN HR-5510 NTS 18OF118 IMD-ITR551011 B] FILE COPY WM!!:)WADC10R SCHEDULF ID NO APPDX OPENING SjZE (WXH) ROOM/ DESIGNATION WINDOW LOCATION T"PE IMPACI-'PROTECTION REMARKS IMPACT GLASS NEW SHUTTER EMSTING StRTITER I 37" X 63" gedroom#1 H_ -1 - X - EXAMPLE 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 is 19 20 21 22 23 24 The repla cement window shall bepe:, witted to be of th-,, same operating style as the existing window or a sVe thatprovidesfor g:!j equal orgreater window opening area than the existing uindowper 6th ed (2017) FP ClExisting 702.5 YES NO 'Materials alreaq!v in use in a buildlg�,, in compliance j-dih the requirements or approvals in effect at the time of their erection or installation: hall bepermittedto remain in use unless determined by the building official to be unsafe. 6th ed '2017) FWlExisting 401.2.L TOTAL GLAZED OPENING AREA FOR: TRUCTRE: S.F. PERCENTAGE OF NEW GLAZED AREjt, 'Y, (TOT4L IINWALLED GL4ZEDAREA D1111D,10 BYTOT4L GL4ZED OPENINGS FOR STRUCTURE) NOTE: The replacement of more than 25% of the al! gegatearea of e:xIeflorglazing,(Avindoxvs &doors) in one& two family dwellings Avithin a 12 mDnth period vvill require iu.,- let protection on all proposed glazed opening replacement (approved - shutters or impact resisiant glazing) as per F13C 6tt i dition (2017) EXISTING BUILDING 707A. ... TYPE wrrmows �f SR— SINGLE, HUNG AVIN — A'6 NING SL — SLIDING DH — DOUBLE HUNG CAS — CASEMENT FIX —FIXED