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HomeMy WebLinkAboutNotice of Acceptance /\ L MIAM1•DADE MIAMI—DADE COUNTY Ma PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 D , perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may 'CL immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER u reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control lir Section that this product or material fails to meet the requirements of the applicable building code. LU, o all This product is approved as described herein, and has been designed to comply with the Florida Building ode, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5205"Outswing White PVC Casement Window-L.M.I APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-IMI", 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. F TMSSILE 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. LU LU 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 i j 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 MA •�A�e courvrr Expiration Date: May 06,2020 Approval Date: October 11,2018 l0� l�g Page 1 ru r Regency 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 09/03/15,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. 16-07.12.03,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 Controlxa iner NOA No. 1 - 911.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-1 J Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th 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 H 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. 084118.10) G. OTHERS 1. Notice of Acceptance No. 15-0618.05, issued to Regency Plus, Inc. for their Series "5205" Outswin.g White PVC Casement Window—L.M.I., approved on 10/01/15 and expiring on 05/06/19. Manuel P ez, E. Product Control xa er NOA No. 1 - 11.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-2 Reeency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED 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 Control xam er NOA No. 8-0 1.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. m SERIES '5205" MIL IMPACT CASEMENT WINDOW- LMI INSTALLATIONANCSORAGE DETAILS ° a Qo Y GENERAL NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE ®COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. O HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION 5.2rr MIAMI-DADE NOTICE OF ACCEPTANCE(NDA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS p rn 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS O BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF .3. SIGNEDAND SEALED TEST REPORT II NCTLA ID-11618.1, 72 GLAZING INTERLAYER KURARAYAMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. } i:8 DATED 10102/D8,ADDENDUM DATED 11105109 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE < ~Z All DATED 0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ti m ZZ DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURER'S VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201, 'SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ~ Y TAS-202 AND TAS-203. 8.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS J=IL U g O z OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a -F.F 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE O 9.GLASS MEETS THE REQUIREMENTS OF ASTM El3DD-04e1. ANCHOR MANUFACTURER V W<z ® LISTEDTHE STANDARDS IN THE FOR FLORIDA BUILDING CODE(C)AND ISSN COMPLIANCE WITH 10.DESIGNATION°X°STANDS FOR THE FOLLOWING: 4 SCREWS OINSTALLATION I UFF SUFFICIENT LENGTH TONTO WOOD MD ACHIEVE 1 1/2 NING.USE#12 CH11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS u,U L Q y 9 X SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH CD w o F�•� ZONE(HVHZ)REQUIREMENTS. INCH. THE FOLLOWING PROPERTIES: o g z¢�¢ 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS N >W 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCTS)SHOWt 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ A- WOOD PROTECTION.WOOD PROTECTION.WOOD- o W MEI ® I ( )HAS MASONRY, RDIRECTLY INTO HR ® NIS TREATEDSOUTHERN LIE RSIT NG SYSTEM CCAPABLE OF WITHTANDING AND BEENU3D FOR WOOD ANCHOR DESGNWHEREUE114IINHTIW ADVANCED TEADORM TAPCONS OF MMUM IRAVITY OF OS5 UMBER TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBC/FRC W 9 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. cS ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. S.I.I. 11/2 INCH MINIMUM EMBEDMENT � 5.1.2. 1.112 NCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACf 301. e R ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 5.2.1. 1 INCH MINIMUM EMBEDMENT STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 21NCH MINIMUM EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C90, ROGerIJ.Amoroso,P.E RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>117 PCF, Florida P.E No.4B752 RECORD AND TO BE REVIEWED BYAHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE N8 WOOD PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. B.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND"MDCA°. palllldor�p! FLEr SPECIFIIC SITE.IF SITE CBEDMENT AND EDGE DISTANCE AND MAY N07 ONDITIONS CAUSEINSTALLATION O NDITIONS FOR A7 WALMINIL FINISHES,F NIUM SHES,NCLUD NG BUT NOT LIMITED TOCLUDE ����.��DAMES g �♦ DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING Fdo 69752 PO OPTIONS: a A.OUTSIDE HVHZ REQUIRE THAT A LICENCED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE STATE QF ;�� SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT C >13APl1C1'TL�"'4t�S •c+..,�C �.•z,. I TO BE REVIEWED BY AHJ, e,"kingwltbtEcFSol'T+Tm B.INSIDE HVHZ.*REQUIRE THAT A ONE TIME SITE TABLE OF CONTENTS SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED S�y1j _+N �O<)I•Oro ♦♦♦O S��TIPe)-�� �` i Yj ® FROM THE MIAMF . SHEET RE-V. SHEET DESCRIPTION {n•DADE COUNTY PRODUCT CONTROL '�+^ Z ( 1 E GENERAL AND INSTALLATIN NOTES 2 E ELEVATIONS .'i::ri'GJr-f.':rawfun G:t: RODUCT REVISED 5 complying wi[h Ibe Florida` j 3 E VERTICALSECTIONS oild'uiBCode 18,01?�.�4, I` 4 E HORIZONTAL SECTIONS 8 GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING cc'pmOCE ND ti Due 5 E COMPONENTS,BILL OF MATERIALS S CORNER DETAIL +55.0 -55.D LMI By ' MianI�ade ProdAa C I 0 a 4 10'O.C.TYP. HEAD&SILL PARTING STOP w o ANCHORS ® 4"FROM WINDOW a o FRAME CORNERS 3.75'TYP.FROM PARTING 36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING STOP ANCHORS Y 34.125"MAX. 4 3/4"FROM PARTING D.L.O. 4"FROM WINDOW STOP CORNERS _ D FRAME CORNERS PARTING STOP 3 JAMBANCHORS ANCHORS v o -- — - 8.57"O.C.TYR ¢ 5 JAMB ANCHORS W=Q y= Anda<v I I I ® .7 9/16"O.C.TYP. a O F¢ 68.1 B75" 70"MAX, w t� ® 8"MAX. I PARTING STOP 6y o 68.00" MAX. UNIT ANCHORS z m DLO !I HEIGHT W/ WINDOW 9 HEEGHT® UNIT PARTING �PQ HEIGHT 4 �1 �� 4 STOP n >Q aaLL+z ®REINFORCEMENT I WOOD SCREW o�v Lu , 5 4 4 9.5"O.C.TYP. INSTALLATION ®HEAD&SILL ANCHORS(T-YP) �I I ANCHORS aer TAPCON y INSTALLATION 8 I I I II I I ANCHORS(TYP) REINFORCEMENT® R°°enJ•a"ms°•Pe --- — _--- _ _ I Flodda P.F-No.49752 3 3 36"MAX.WINDOW _ I �e��aR�rJ C EES+A 'I s WIDTH® at; 38'MAX.UNIT WIDTH W/ STAT OF PARTING STOP Q p a ELEVATION Q ANCHOR LAYOUT Q ,pe........... et E0N EXTERIOR VIEW EXTERIOR VIEW A Y.ClJ.k14;� Ffi MODUCi•REVLSED .j Lv akml'u'yia.7,:sd5&fPx G'a3s3A a:complYinB with the Florida I 945Mv.0 Case Beilding Code i 4eav 7tatrCt Noti '�I�•� Acceplmece lVo Ol 4' t tixpirscfm Lm,xt `LD Exp n nm 19y By a1ia,Ui ¢1e l'rc4'ddd;GCi13?' kliomi '..e t o!• I � i I i WOOD BUCK ANCHORING 17 #8WOOD SCREW WOOD BUCK ANCHORING a m *WOOD PROTECTION (SEE INST. NOTE BY OTHERSQq INSTALLATION ANCHOR BY OTHERS QA ® 11A, SHT. 1) BY OTHERS ONE BY PT WOOD BUCK g 1 1/8" MIN. ONE BY PT WOOD BUCK QA BY OTHERS WOOD FRAMING BY OTHERS BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 17 (SEE NOTE 4, SHT. 1) SEE NOTE 5, SHT. 1)® #8 WOOD SCREW CONCRETE BY OTHERS INSTALLATION ANCHOR SHEATHING 1 1/8 MIN' (SEE NOTE 4, SHT.1) a e a 20 BY OTHERS EMBEDMENT �� ® o d:° 20 a c� EXTERIOR FINISH •°' a ." ' ®3/8" MIN. 3/8" MIN. A BY OTHERS ° ° ° EDGE DIST- EXTERIOR FINISH G DIST. m BY OTHERS y Y US PERIMETER CAULK 1/4" MAX. 1/4" MAX. BY OTHERS PERIMETER CAULK m o SHIM SPACE BY OTHERS 21 SHIM SPACE 20 118 #12 WOOD SCREW 5 0 O1/4' ITW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR — 15 � D (1-1/2" MIN. EMBED., 1-1/2 MIN. E.D.) (1-1/2" MIN. EMBED., z M 4 A ® 15 Roup^ 7/8" MIN. E.D.)/B\ a �Z 2 D 2 D �J 11;Luz 7 �p�w0_ m y Q13 13 7 mad NUU Jz YF_w 5 U rn d Q MAX 14 EXTERIOR INTERIOR EL 14 I 5 0 0 w J 4 HEIGHT 14 SECTION B 3 WINDOW 14 3 0`� z I WINDOW MAX. EXTERIOR SECTION D INTERIOR F > 68' HEIGHT N E LL N i 0 Q135 68Q A13 5 n 1g 0 © fn 23 4 sa�tcrrBtsliF2? 23 Lu 4 ` 12 6 scwaPlyi¢grrac§eP 12 'tnaRrf ruu 6 °n 2 INTERIOR AJt�[tiYP IG • 11.OFO 7 S=p!rrr4x.c GD 2 INTERIOR7 EXTERIOR � Ro6ert J.Amoroso,P.E. 15 p 10F` ^gyp, 15 EXTERIOR Fb de P.E.No,dB75R p 10 19 8 apeeseekq�� 1/4•' MAX. 19 8 SHIM SPACE 1 #12 WOOD SCREW 18 �`QQ•'°�G EFlg°:�q�i 1 U /4•• ITW ADV THRFM TAPCON INST ANCHOR 1/4" MAX• 1 U INSTALLATION ANCHOR n4' .GJ; 20 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) SHIM SPACE �� 21 (1-1/2" MIN. EMBED.,_ Pe No 497522 to 7/8" MIN. E.D.)® _ ?at 17 #8 WOOD SCREW 3/8" MIN. EDGE DIST +Tlc7 OF i W INSTALLATION ANCHOR PERIER CAULK M 3/8" MIN. BY OTHERS 20 fin O R 1�.• ®CONCRETE BY OTHERS !4: "a •' 4 "q EDGE DIST.® SHEATHING 20 ��A� ONE BY PT WOOD A(SEE NOTE 4, SHT. 1) a a BY OTHERS a a 20 BUCK BY OTHERS • °a' a'< (SEE NOTE 5, SHT. 1) PF OD(JCr REVISEb ONE BY PT WOOD BUCK P A (. WOODFRAMINGBY OTHER] #8 WOOD SCREWO ce.plyfog with d.rlocide BY OTHERS® - i7 nv SEE NOTE 5, SHT. 1 'WOOD PROTECTION SEE INST. NOTE (SEE NOTE 4, SHT. 1 Duilding Code ( ) 11A, SHT. 1) BY OTHERS A ® 1 1/8" MIN. INSTALLATION ANCHOR Ac,cpu— , p 22; 1 1/8" MIN. WOOD BUCK ANCHORING E. QAEMBEDMENT WOOD BUCK ANCHORING QA EMBEDMENT SECTION C BY OTHERSQA BY SECTION A BY OTHERSQ Mia.' ePmdwt F I I ®3/8" MIN. 3/8„ MIN. m EDGE DIST. INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. ® m 1 1/2" MIN. EMBEDMENT — CONCRETE m 3 3 22 5 4 6 7 10 16 1 20 1 1/2" MIN. EMBEDMENT 1/4" MAX. 1" MIN. EMBEDMENT — MASONRY 7/8" MIN. SHIM SPACE a , CONCRETE OR MASONRY BY = IGE DISTANCEINTERIOR .g '•°�OTHERS (SEE NOTE 4, SHT. 1) ~ *WOOD PROTECTION 3 w m 3 22 5 4 6 7 10 16 1 20 e. (SEE INST. NOTE 11A. SHT. 1) F $ BY OTHERS aW O EDGE DISTANCE as°. 1/4" ITW ADV THRFM TAPCON 18 INSTALLATION ANCHOR® y ❑ #12.WOOD SCREW 21 " INSTALLATION ANCHOR a 1' MIN 'e EDGE DISTANCE _ WOOD BUCK WOOD BUCK 9 1 1/8 MIN. ANCHORING^ 0 ANCHORING '#� o EMBEDMENT BY OTHER A BY OTHERS oQ z e A ❑ Zo a EXTERIOR #8 WOOD SCREW 17 1 1/2° MIN. EDGE DISTANCE — CONC. ¢ 14 13 2 15 20 INSTALLATION ANCHOR 2° MIN. EDGE DISTANCE — MASONRY d w�Z- 00 z( :'B m of PERIMETER CAULK SHEATHING a�EMBEDMENT ® :3 �<-a�� ~ Y a¢m Z BY OTHERS BY OTHERS - 1 r~w o ONE BY PT WOOD BUCK a,Q z rn da~ u�8 E e(MIN. 3/4") BY OTHERS WOOD FRAMING w Cw7pV gN. (SEE NOTE 5, SHT. 1) BY OTHERS (SEE E NOTE 4, SHT. 1) EXTERIOR N EDO �$$ SECTION E 14 13 2 15 20 *WOOD PROTECTION EXTERIOR FINISH BY OTHERS (SEE INST. NOTE 11A, SHT. 1) y= PERIMETER CAULK BY OTHERS ® w 1 � $ 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS �q ®GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS to GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. 3/4') (SEE NOTE 5, SHT. 1) A S INTERLAYER/ 1/8" ANNEALED GLASS W/0.397AIR SPACE Robert J,Amso,P.E. 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Me&PAL Nwuc.ts752 & AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR 13 EXTERIOR FINISH BY OTHERS ���Qt,`��E 5°!lfp t 22A "cb No 40752 •'PO 2 / 3r.o STATE OF1��4r 1 131/2" MIN.® °pe�eeaelto�� a GLAZING BITE rRODUCf RfiVISFD a"Y.sty.y:2f•.eg•sAi93lh°4' Y mcldiugC dwith{hs Ftmidal .is'd;ug Ctzr 322.11( 8utldmCDw By GLAZING DETAIL r nremt ede rrudact f MAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENT O PARTING STOP O 0.090" TYP. WALL THICKNESS O 0.090" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 15 0.055" TYP. 20 WALL THICKNESS WALL THICKNESS WALL THICKNESS ® WALL THICKNESS 0 3.250 I--2,459 0.552 1/2" 0.725" 1.383 a: ~ 2.424 o o� 0.940" — a a 2.527 T 0.354 I-- 1 1/2" �-0.445 �_ y WELDED MITERED �� Q'� o CORNER CONSTRUCTIONre ® o� € " 1 © v2wo ? J;::WJ m y y a Z w ' QU, aJ� �r � a 'N O�� 1 Eri 0i 6 a� aL BILL OF MATERIALS �0 9 g� MuIF PORT/ arc DESCRIPTION SUPPLIER MVERAL O m I 1083 WHOE 4 MAIN FRAME ••EFSWHITE PVC N F 2 1094 WHITE 4 SASH FRAME —EFS WHITE PVC a h- 'A . 3 1103 WHITE 4 GLAZING EEM ••EFS WHITE PWC ` S o i 4 H0172-NW 4 SCREEN FRAMESHAPED UNLIMRFD RIGID VINYL Q n 5 FGIBXIB.OI I 1 FIBERGLASS SCREEN HANOWER WERE FIBERGLAS MESH W D"O.C. IL 6 E%-FLX-0165-RK 1 SCREEN SPLINE IMPERIAL PlASn HOLLOW NtM i 7 .28D'X.260' 4 SCREEN CORNER NLYS SULOOf METAL FAV m E 1/-{ ` B 50.01.78.011 1 OPERATOR HARDWARE ASSEMBLY TRUTH p (TYP-) 6 ( "•f 6 24-84-32-002 t 1 RIGHT LOCK ASSEMBLY TRUTH -- ® 10 8702-048 a SCREEN CLIP ASHLAND RIGID WIN"_ i 1 RObEa J.Arn=w.P.E. 11 /'%1 2'X 1 2' t f➢A11 WEEP FILTER WHITEMAN TOVER FOAM Flonla P.I-Na 49752 Q 'I7 12 --K-AX-028-026 4 GIALNO PADS FRANK LOVE 13 SIKH FIM 552 - IMPACT OLVING SEALANT SIKH CORP. SILICONE !S 1 14-- 1 IMPACT INSUXATED LAMINATE / \ 15 ---- 4 GLASS VENT REINFORCEMENT SIAI 1101b� —0-- GILVANMD STEEL °,`���,C���'• p°i�� ® HOT DIPPED GLLVANIZ D G40 18 21642.92 10 SNUBBER INTERLOCK TRUTH METAL No 49752 :�0 17 --- - I8 WOOD SCREW(ONSTATI -ANCHOR) ---- STEEL 18 -- - 1/4'ADVANCED THREMFORM TAPCON ITW STEEL a . 11 32384.92 1 11.5 TRACK OPERATOR TRUTH ----- 20 ----- B PARTING STOP(WOOD 1/2'X 1 1/27 PT PINEWOOD G-0.55 MIN. �SrTAVTIFW (SEE 9NST,NOTE IIA,SHT.1) ® ® T',.T �•y�IO II _ EtRtu WOOD 9.9SCREW(INSGllAnoN ANCHOR) CARDINAL 9TNNLE9S BTL. °1°`' iTAtO Di A ®SHIM 23 2N 25-028026 - OAZNOPM(6BTWGBLOCKy FRANKLOWE LdoPRENE NOTE: DETAIL 1 ® US"' PPMF '°"S�NDNB 1X PT WOOD BUCK ,�2EX..Mv, PRODULI REVISED : 81 thlp;viaR T+nb oke Fl t ut M complying Wilk 166 FlOre3O N PARTING STOP EXTERIOR PERIMETER ® BY OTHERS kno& ?7tttcSl9gS�mir`p >m 0122.Id-TO BE SEALED TO 1X PT WOOD BUCK (LH@�:,:tx746lV o 1l.�0 WITH SIKA 551 SILICONE ® g7 Rpt 1