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HomeMy WebLinkAboutProduct Approval M �q MIMI DADS 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.sov/economy Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 115205"Outswing White PVC Casement Window APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-LMI", sheets 1 through 5 of 5, dated 10/14/08, with revision K dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Renewal 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, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in-the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This,NOA renews NOA No. 18-0122.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0911.06 MAMi•DADe coUNnr Expiration Date: May 06,2020 QQ Approval Date: October 11,2018 11�1�3�IU Page 1 I Reeency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. ! DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1118.10) 2. Drawing No. RPLS0061,titled"Series `5205' Vinyl Impact Casement Window— LMI", sheets 1 through 5 of 5,dated 10/14/08,with revision K dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.14) B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC casement window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110-11618-1, dated 10/02/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1118.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 09103/15,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. (Submitted under NOA No. 15-0618.05) 2. Glazing complies with ASTM E1300.04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03,issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manuel P P.E. Product Control xa iner NOA No. 1 - 911.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6Ih Edition(2017), dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.14) 2. Laboratory addendum letters I and II in the Test Report No. NTCL-110.11618-1,both issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11618.1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1118.10) G. OTHERS 1. Notice of Acceptance No. 15-0618.05, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 10/01/15 and expiring on 05/06/19, M a n nel P ez, E. Product Control xa ner NOA No.1 - 11.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-2 I Regency Plus,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBIVIITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. _ MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager. 2. Testing agreement letter, dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. G. OTHERS, 1. Notice of Acceptance No. 18-0122.14, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe .E. Product Contro]Akxaminer NOA No. 8-0 1.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 i a � REGENCY PLUS, INC. a SEES '5205" VINYL IMPACT CASEMENT WINDOW—LMI INSTALL 4 370NANCHORA GE DETAILS o= o � ;W GENERAL NOTES: 1.THE PRODUCTANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES. S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR �o ®BUILDING CODE(EBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL ENERGI FENESTRATION 1.ONE(1)NSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. e S n HURRICARE20NEWMATTHEDESIGNPRESSURESTATED SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. HEREIN. HFR EXTRUSIONSFORWINDOWB AND DOORS PER CURRENT 9.FOR CONCRETE BLOCKS DO NOT INSTALLINSTALIATION ^yp MWMI-DADE NOTICE OFACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS o0J € ZTHEPRDDUCT DEFAILSCONTAWEDH(:RMNAREBASEDUPON THE MINIMUM NUMBER OFANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK DREDGE OF ZRU a - SIGNED AND SEALED TEST REPORTO NCTL-110-11618.1. 72 GLAZING INTSI AYIER KURARAYAMERICA NC. PRODUCT INSTALLATION MORTARJOINT INTO FACE SHELL OF BLOCK �i p GATEDj10102A8,ADDENOUII DATED I VOM AND ADDENDUM ® TROSIFOL INTERLAYBR PER CURRENT MIAMI DADE Q � ®11 DATED 0120A8 AND ASSOCIATED LADORATORYSTAMPED NOTICE OFACCEPTANCE(NOAL S.SHIMAS REWIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN x DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BENRINGSHM(S).MAXIMUMALLOWABI£ ACCORDANCE WITH ANCHOR MANUFACTURERS ffl wF y VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201.® SHWSQE15114INCN SHIM WHERESPACEOF IHBNCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL yx¢m iV i x TAS-202 MIDTAS-203. S.HOT USED. OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORAIWCETO S.GLASS MEETS THE REQUIREMENTS OFASTM E130DO1a1. OF HIGH DENSITY PLASTIC OR BETTER. AT7♦ THREMM�INU�AU MANUFACTURER SPECIFIED BY THE Tp t7) THE STANDARDS LISTED IN THE CURRENT EDITION OF THE A.FOR INSTALLATION INTO WOOD FRAMING.USE 912 WOOD U d¢— •�FLORIDA BUILDING MOE(FEC)AND IS IN COMPLIANCE WITH 10.DESIGNATION 7C STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I Ir2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS "01 SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE 1C OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ATHE FOLLOVNG PROPERTIES: HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH 89 DWI2)REQUIREMENTS. ~i ZONE it.A INCREASE IN ALLOWABLE A INCH. LE STRESS LOADS >w 4.ADEQUACYOFTNE DOSTING STRUCTURAL CONCRETE WASS NOT USED LATHE DESIGN OF THE PRODUCT[S)SFIOWI S.FOR INSTALLATION TIURWGH I%BUCKTO CONCRETE/ A W9D0 PROTECTION.WD00 PROTECTION.W000- n Fy $LyL MASONRY AND 2X FRAMING AS A MAIN WIND FORCE HEREIN.WIND LOAD DURATION FACTOR(Cd=1.B)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, ®PRESSURE TREATED 50VTHERN YELLOW FINE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 1H INCH ITW ADVANCED THREADFORM TAPOONS OF MINIMUM SPECIFIC GRAVITY OF 055 LIMBER J � TFANSfFARINGAFF IEOPRCOUCTLOADSTOTHE WOOD ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGT14TO ACHIEVE THE FOLLOWING MUST COMPLYWRH CURRENT EDITION FBCfFRC W gK FOUNDATION I9 THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFELY FACTORS PER THE APPLICABLE %S1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION.ARCHIECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 11R INCH MINIMUM EMBEDMENT W 5.11 1-112INCH MWWUM EDGE pSTM10E ®B.CONCRETE-MINIMUM COMPRESSIVE SrRMGTH OF W R S.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHEREWINDBOURNE DEBRIS PROTECTION 52. MASONRYSUBSTRATE 25Mpi AND COMPILES WITH AC 301. S ANCHOREDTOPROPERLY TRANSFER ALL LOADSTO THE REQUIREMENTSEXISTUSEOFANAPPROVEDIMPACT 521. 1 MN MINIMUM EMBEDMENT ' STRUCYURE BUCK DESIGN AND INSTALLATION IS THE PROTECTWESYSTEMISNOTNEEDED. 522- 2 INCH MINIMUM EDGE DISTANCE ®CMASONRY-STRENGTH CONFORMS TOASTM CIO, P@artAA',Yv50.PE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHTWITH DENSITY>l17 PCF. HUBe pE Ra HFTy RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE WOOD PERMANENT LABEL AP93CR STAMP WITH THE EXTRUDER SCREWS. 6 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE (ROE AND'MOCA'. GENERIC:ANDMAYNDTRREF Crr AACTUALCONDMONSFORA 7,MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE a�� SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FIN[ ES.INCLUDING BUTNOT LMOFD TO `��•-\G E•ry'9.,09 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. F'•_GJ' THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING T20-I9752 :O MONK ADUTSIDEHVHL-REOUIRETHATALICENCED a �II •� ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE STATE OF .fA/ SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT $tpDNCTDA'L61`JED 'E.f.'•.'p� p:2W. TO,BE REVIEW'EDBYALU. s-'+4rg6`^eM•�eloYZw'1$ FS-•.OR1Q:6�`� ' S.1.9'DE HVHL REQUIRETHAT A ONETIME SITE SPECIFICAPPROVALSE APPLIED FOR AND OBTAINED TABLE OF COMING ¢SaISr Oc.) T,}A�))- 7nMniiuilojl` ® fROM THE MIPMFMDECWNTY PRODUCT CONTROL SHEET REV. SHEETDESCRIPTON ;1 1 E GENERALARD INSTALLATION NOTES I i 2 E ELEVATIONS SeM d.. OtriICT REVI56D 1 U (J Plti^S w ut Abeflor:tr+ , 1 E ID�RIZOMAALL SECTIONS S GLAZING DETAIL DESIGN PRESSURE RATING uAlrig /8NO!?2L4• (F5F) IMPACT RATIO 5 E Cl]MPONENIS,SILL OF MATERVLSHCORNEA D. .55.D d5.0 LMI r i � E IW O.C.TYP. 4 HEAD&SILLm PARTING STOP o� ANCHORS 4'FROM WINDOW I o c ®FRAME CORNERS 3.75 TYP.FROM PARTING m HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH 36 MAX. PARTING STOP ANCHORS x W 34.125 MAX 4 3T4'FROM PARTING O.LO. 4'FROM WINDOW STOP CORNERS D FRAME CORNERS 9 PARTINGANCHOR STOP JAMB ANCHORS ANCHORS � 3 p I I JAMB ANCHORS 3�� rc uj I I e a u€U z Y ! 7 9T16'O.C.IYP. 66.1875' 70'MAX. PARTING STOP p 68.00. UNIT �� ANCHORS �4 MAX. D.LO. I I HEIGHT W/ WINDOW® g o U,Z ¢ UNITPARTING HIEGHT of G Y '.HEIGHT q I 4 STOP ® REINFORCEMENT y6$ dd F WOOD SCREW 4 4 9S'O.C.TYP. INSTALLATION 9� II I ®HEAD&SILL ANCHORSITYP) ` $g i ANCHORS TAPCON m Em2 INSTALLATION g ANCHORS(TYP) I' REINFORCEMENT® ------ A—C 3 3 38'MAX��® 004?.��cENs`OqG Q: No 49752 'N 38'MAX UNIT �' WIDTH WI 9TAT OF PARTING STOP® `•.,C�`S O R%.P ELEVATION ANCHOR LAYOUT EXTERIORVIEW® EXTERIORVIEW A "FtSOUGTG7iii:4'!® �onucrne�tisno A�� N:b tSe W3S I 4N'}!Y Ce:e nci,L�m®�CYk YS ILe F1RiY ��19.<L kOt II•cy. cp4azuNo D q' f Clgva4a Wk aulaf r.raneaala.*� Im,l .+ � 1 I I WOOD BUCK ANCHORING 17 �g WOOD SCREW WOOD BUCK,ANCHORING 2 'WOOD PROTECTION(SEE INST. NOTE BY OTHERS& INSTALLATION WOO ANCHOR \ByOTHERS IQA ® 11A., SHT. 1) B'f OTHERS ONE BY PT WOOD BUCK ® ONE BY PT WOOD BUCK 1 1/8" MIN.& WOOD FRAMING BY OTHERS BY OTHERS 3 BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 17 (SEE NOTE 4,SHT. 1) (SEE NOTE S. SHT. 1) (/8 WOOD SCREW O g CONCRETE BY OTHERS 1 1/8"MIN. INSTAI.lATION ANCHOR 20 SHEATHING (SEE NOTE 4, SHT.1) a, 1�r"EDGE EDMENT oti BY OTHERS ® & e EXTERIOR FINISH �•'a• ®3/8"MIN. 3/8"MIN. ' BY OTHERS ° ..t •••��• I-EDGE DIST. EXTERIOR FINISH DIST. BY OTHERS Allm@b ® x PERIMETER CAULK------ 1/4- A • PERIMETER CAULK HIM MAX. BY OTHERS SHIM SPACE BY OTHERS 21 SHIM SPACE 8 '" 1B #12 WOOD SCREW 20 1 "IIW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR 15 (1-1/2"MIN. EMBED., 1-1/2 MIN. E.D.) (1-1/2" MIN. EMBED., Z 3 M❑� 4 e 15 7/8'MIN. E.D.) tiS a 2 D 2 4 a �ii C�C A13 7 7 13 D �aa t1 ❑aWW�S5z A dOW�J¢NJ¢� AZ@ I rJ MAX. 14 EXTERIOR INTERIOR 74 WINDOW SECTION B 3 M' EXTERIOR SECTION D INTERIOR 3 s 5: HEIGHT 14 WINDOW 14 ,Q Tn 1y I HEIGHT €p 6B 11 Q13 5 68Q 13 p 1 A A 2.3 A A - 5 PE A 23 I 4 a �o$w 12 6 gtwiihei 12 y ��yE SESIiE;Cah 6 2 INTERIOR 7 1-j.i ;.nn• ,Ifi-G19'•tr)33 g 6snvs;.,' 2 IMERI 7 pm IAN PZ 15 EXTERIOR 3 10 r�i`1ti;�q,�k!t?�' 15 EMERIOR I� 10 Ppl°f P.E.IA 19lEt 19 B t iJ t is>MES�4•�,. SHIM 19 12 WOOD SCREW �h,-S�"OEIi�,pfO-,' SHIM SPACE 1 V 16 1 4" MAX. 1 INSTALLATION ANCHOR O�' SF•9Gs 20 /4"ITW ADV THRFM TAPCON INST ANCHOR SHIM SPACE 27 e; NO 49752 •lo (1-1/2"MIN. EMBED., 1-1/2"MIN. E.D.) O(1-1/2"MIN.EMBED., .* 7/8"MIN. E.D.)& _ T 77 18 WOOD SCREW PERIM ER CAULK 3 8 MIN. EDGE DIST Q S7A7E O wr ka INSTALLATON ANCHOR tvi ✓.,z1 ®CONCRETE BY OTHERS "a _ a. •..4 EDGE DIST.® SHEATHNGBY RS 0 20 ONEI BY PT WOOD �S 0�1A;ENO`` &(SEE MOTE 4, SHT 1) ..a` � 20 BY OTHERS BUCK BY OTHERS ..'a•f�•' • •:.6' (SEE NOTE 5, SHT. 1) ONE BY PT WOOD BUCK •• .- '°' WOOD FRAMING BY OTHERS— BY OTHERS .:. • B WOOD SCREW 17 o,oPlyigg wta,uR slaw 1 WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) ewtdma com (SEE DIE 5,SHT. 1) I I& SHT. 1) BY OTHERSQA 1 1/8"MIN. INSTALLATION ANCHOR pip,.) •p�: 7 7/B" MIN. ® A .EDMENT WOOD BUCK ANCHORING Qp EMBEDMENT WOOD BUCK ANCHORING SECTION C BY OTHERSQA BY SECTION A BY OTHERS& P,Mai i i I i i ®3/8"MIN. 3/8'MIN. EDGE.DIST, ®EDGE DIS- INTERIOR 1/4'MAX. SHIM SPACE 1 1/2'IN. EMBEDMENT-CONCRETE 2 3 5 4 6 7 10 16 1 20 1 1/2"MIN.EMBEDMENT 1/4'MAX. 1'MIN. EMBEDMENT - MASONRY SHIM SPACE CONCRETE OR MASONRY BY MIN.7/8' �DGE DISTANCE INTERIOR .a OTHERS(SEE NOTE 4, SHT. 1) o E W000 PROTECTIONEE INST. Lu F 3 2 5 4 6 7 10 16 1 20 •;. gY OTHERSN®OTE 110.SHT. 1) MINCE ea 1/4'ITW ADV HRFM TAPCON 13 EDGE DISTANCE 18 INSTALLATION ANCHOR,& x 13 #IZ WOOD SCREW 21 1'MIN,& INSTALLATION ANCHOR 'a• EDGE DISTANCE WOOD BUCK DOD K EMBEDMENT MIN. ENT ANCHORIN BYCOH OTHERS of aq� BY OTHER A oa A13 boa EXTERIOR #8 WOOD SCREW 17 1 1/2'MIN. EDGE DISTANCE-GONG. < �_ 14 13 2 75 20 INSTALLATION ANCHOR 2'MIN.EDGE DISTANCE- MASONRY ins PRIM_ •'1 1/8' jzy'ag°y BY OTHERS SHEAHING ;EMBEDMENT a �Fz BY OTHERS aF ONE BY PT WOOD BUCK •. ®(MIN. 3/47 BY OTHERS WOOD FRAMING Wy y g (SEE NOTE 5,SHT. 1) BY OTHERS(SEE EXTERIOR NOTE 4, SHT. 1) Tn0 13 s SECTION E 14 13 2 15 20 'WOOD PROTECTION ,0 ,� a (SEE INST. NOTE 110. SHT. 1) p EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERSBY OTHERS R g� ®GLASS W/THE FOLLOWINGINMAKE.UP: 11%I8R LAMINATED ANNEALED WINDOW WIDTH- ONE BY PT WOOD BUCK BY OTHERS GLASS/ 0.090'KURARAY AIERICA INC.TROSIFOL (MIN. 3/4' (SEE NOTE S, SHT. 1)® 8 INTERLAYER/ 1/8'ANNEALED GLASS W/0.39'AIR SPACE �,A,,,m�p,E I USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F �g WOOD SCREW 17 Po.m va w.�mss I 14 &AN INTERIOR 1/8"TEMPERED GLASS INSTALLATION ANCHOR i 13 \ © EXTERIOR FINISH BY OTHERS Q<��...... 22 11p9��� No 40762 2 / \ 3 } STATE F 13 1/2' MINA a GLAZING BITE yoga e710ouerasvlsl;o sec K.zm��tim m�frRs„imaettb+ emminecft GLAZING DETAIL 12 a�Ff wer.. OMNN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENT ©0 PARTING STOP d U.090"TYP. WALL THICKNESS 0.090"TYP. WALL THICKNESS O 0.070"T1P. 0.045"T1P. 15 0.055"T W. NA TYP. 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