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HomeMy WebLinkAboutNotice of Acceptance M IM IA DADS MIAMI—DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC `` 11805 SW 26 Street,Room 208DIVISIONBOARD AND CODE ADMINISTRATION DIVISION _ T(7 6)315-2590 F(786)315-2599 O CCEPTANCE (NOA)7. www.miamidade.gov/economy egency lus,Inc. "' 2000 Locust Gap Highway permitting Mount Carmel,PA 17851 LST.=LudieCounty1_ O 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,includin the H' SCRIPTION:Series 115000"White PVC Single Hung Window-L. APPROVAL DOCUMENT: Drawing No. RPLS0062,titled"Impact Series 5000 Single Hung Window- L.M.I", sheets 1 through 5 of 5, dated 11/26/08, with revision J 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. SSILE IMPACT RATING: Large and Small Missile Impact Resista 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 0 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. LLThis NOA renews NOA No. 18-0122.13 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.18-0911.05 MIAMI•DADE UNTY coExpiration Date: July 22,2020 AD t Approval Date: October 11,2018 7 1010211b Page 1 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. 08-1210.13) 2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI" sheets 1 through 5 of 5, dated 11/26/08, with revision J 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. 18-0122.13) 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 (b)and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC single hung window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110.11537-1,dated 08/18/08,revised on 09/03/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 09/01/15, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E. (Submitted under NDA No. 15-0618.04) 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 Per Product Control FAaminir NOA No.18 .05 Expiration Date: July 22,2020 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 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. 18-0122.13) 2. Laboratory addendum letters in the Test Report No. NTCL-110-11537.1,issued by National Certified Testing Laboratories,dated 03/31/09 and on 05/01/09,both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08.1210.13) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.13) G. OTHERS 1. Notice of Acceptance No. 15.0618.04, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window — L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel r P.E. Product Contr 1 ExalAiner NOA N 18- 11.05 Expiration Date: Ju 22,2020 Approval Date: October 11,2018 E-2 Regency 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. 18.0122.13,issued to Regency Plus, Inc. for their Series "5000"White PVC Single Hung Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. Manuel erez, .E. Product Con I Exa ner NOA No. 11.05 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. s IMPACT SERIES 5000 SINGLE BUNG TfINDOW-LMI U INSTAMAnONANCHORAGE DETAILS W O O N m a pw B j GENERAL NOTES: INSTALLATION NOTES: S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE i 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: MUST BE MADE OF CORROSION RESISTANT MATERIAL OR TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. m g e D BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION ANCHOR LOCATION SHOWN. y LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA.INC.,WHITE RIGID PVC EXTERIOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO C O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION ANCHORS INTO MORTAR o¢ MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE 0 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Z 0 UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA.INC. SHELL OF BLOCK >- 8 NCTL-110.11537-1 DATED 09!3108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR Q }i Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). THRU MAIN FRAME WITH LOAD BEARING SHIMS)L 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN t7�m az O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM ACCORDANCE WITH ANCHOR MANUFACTURERS Z 0;2 Z v m TESTING PROTOCOLS TA3-201,TAS-202 AND TAS-203. ® B.NOT USED. WHERE SPACE OF 1!19 INCH OR GREATER OCCURS. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ==<= SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS J SS 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 9.GLASS MEETS THE REQUIREMENTS OF ASTM PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE a a.d� g TO THE STANDARDS LISTED IN THE CURRENT EDITION OF E130D04el. ANCHOR MANUFACTURER V N m Z Z THE FLORIDA BUILDING CODE(FSC)AND IS IN COMPLIANCE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD Z:) c p WITH SAID STANDARDS INCLUDING HIGH VELOCITY 10.DESIGNATIONS'X'AND'0*STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS O HURRICANE ZONE(HVHZ)REQUIREMENTS. FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE W_5 F:$ X: J¢ OPERABLE PANEL INCH. FOLLOWING PROPERTIES: K c 2 w¢ 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 0:FIXED PANEL N W o z MASONRY AND 2X FRAMING AS A MAIN WIND FORCE S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ QA.WOOD PROTECTION.WOOD-PRESSURE TREATED w z R RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ILA 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS® MASONRY,OR DIRECTLY INTO CONCRETE!MASONRY, (PT)SOUTHERN YELLOW PINE MINIMUM SPECIFIC H� 1a Les� TRANSFERRING APPLIED PRODUCT LOADS TO THE WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURRENT STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: EDITION FBCIFRC AS RELATED TO WOOD PROTECTION. LL o OR ARCHITECT OF RECORD. ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE ® $ w WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 12INCH MINIMUM EMBEDMENT H.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF m 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12 1-1/2 INCH MINIMUM EDGE DISTANCE 2500 psi AND CONFORMS TO ACI 301. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE ®C.MASONRY-STRENGTH CONFORMS TO ASTM CBO, $ STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 521. 1 INCH MINIMUM EMBEDMENT MEDIUM WEIGHT WITH DENS">117 PCF. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12.WHERE WIND-BOURNE DEBRIS PROTECTION 522 21NCH MINIMUM EDGE DISTANCE Robert J.Amon4o,P£ RECORD. REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT FlorW P£No.49752 PROTECTIVE SYSTEM IS NOT REQUIRED. 6.FOR PARTING STOP INSTALLATION USE#8 X 11/2*WOOD 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SCREWS.318'INCH MIN.EDGE DISTANCE REQ'D. `1,1162911111" GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS ,�-� INUES "11 FORA SPECIFIC SITE.IF SITE CONDITIONS CAUSE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE a� '�,.•- qh>1 �i INSTALLATION TO DEVIATE FROM THE REQUIREMENTS WALL FINISHES,INCLUDING BUT NOT LIMITED TO CoO�Q:•�,\C ENSU.�,9GcP DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY STUCCO,FOAM,BRICK VENEER AND SIDING. Q NO 49712 ELECT ONE OF THE FOLLOWING OPTIONS: A OUTSIDE HVHZ REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT 9 STATE OF RODL'CTRETIEN�' DOCUMENT. - SITE SPECIFIC DOCUMENTS FOR USE WITH THIS RODUL-rRwl4 the Fbr54a O.n,••.C• P•,e1�' o B.INSIDE HVHZ:REQUIRETHAT NONE-TIME SITE 'leidlog co& �iiFaS• R....... Ea frcik_�[k SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED 4ccepleFceMo S 1 f�5 20 �i� S fONa 1 ����� ® FROM THE MIAMI-0TABLE OF CONTENTS re of ADE COUNTY PRODUCT CONTROL Hs (IA SHEET REV. SHEET DESCRIPTION B/ It 1 E GENERAL NOTES,INSTALLATION NOTES 6 D.P.CHART PRODUCTREVISED 4h The nofida 2 E ELEVATION AND ANCHOR LAYOUT ­vlyhm i luild3 E VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING ng��8-C!?Q•13 4 E HORIZONTAL SECTIONS,GLAZING DETAIL&BILL OF MATERIALS LARGE MISSILE 5 E COMPONENTS&CORNER DETAIL X5'0 IMPACT IDY72!d!.P-miact m a � lug cc is a 52"MAX. ° a w WIDTH 61/2"MAX.(TYP.) 46 3/4"MAX. FROM PARTING 131/2"MAX. 75" D.L.O. STOP CORNERS C.(TYP.) MAX. @HEAD&SILL 5 3!4'MAX.FROM FRAME HEIGHT CORNERS(TYP.) O B D 6"MAX.FROM FRAME s N 3 3 CORNERS(TYP.) INSTALLATION 0,a -- -- -- ANCHOR"P.) r zo a ;r � m05 4 141/4"MAX. a;x a=_ Z 33 3/4' O.C. P. �a E E ) O 3"O.C.TYP.FOR d J �• 4 C 4/ I WOOD SCREWS. o N w " D.L.O. 3 STEEL REINFORCEMENT I 4"O.C.TYP.FOR M 1 a§a �� CONCRETE SCREWS, g o z ®FIXED W/(2)EVENLY / o F SPACED METAL SCREWS ® N � Ell LU 32 3!4' �� PARTING STOP-------- TOP �// I ¢ s$ MAX 453,14 5 D. STEEL®MAX ANCHOR(TYP.) `r a D.L.O. X REINFORCEMENT 131/2"MAX. O.C.(TYP.) 8 Robert J.A—.P.E. —— —— floridn P,E.No.48752 1 1/4"X 1/4"WEEP HOME 41/2"MAX.FROM �o``�a3NMES 2 5/8 FROM END(TYP.)® 13'112"MAX. PARTING STOP �.�`�QZ.•,..Ej.A;yp',., (fYP.) CORNERS(TYP.) ��� �' SF•'9GJ, Q?• No 49iFkl �* 01. STATE i ELEVATION A ANCHOR LAYOUTAL �� ,,` EXTERIOR VIEW EXTERIOR VIEW 4qunnuaaaa • i �ooucrRFAEPr® .t mply5ugwutbn Ffofw RODUCrREWSED , 4niding Cadn s ro Cadwith tbn FioieA3 $otect:sce No 18 O 11.05 uild.,g mg Nu� i E:uit:t::�a Uate 2020 Sy /:Yui CfOdOA2'CAR i� Pmd d WOOD BUCK PROTECTION BY OTHERS 1/4" ITW TAPCON A (SEE INST. NOTE 11A) ® 17 INSTALLATION ANCHOR #12 WOOD SCREW ONE BY WOOD BUCK BY 1 1/2" MIN.® 7/8" MIN. 16 INSTALLATION ANCHOR OTHERS (SEE NOTE 5, EDGE DISTANCE ONE BY WOOD EDGE DIST. g ® SHT_ 1) BY OTHERS A TWO BY WOOD CONCRETE BY OTHERS o o (SEE NOTE 5, SHT. 1) BY OTHERS ° v od'•c v , v 1 1/2" MIN. (SEE NOTE 4, SHT. 1) m (SEE NOTE 4, SHT. 1) a. EMBEDMENT® SHEATHING �::,.•., Q r;.:tr:. -r m o EXTERIOR FINISH �' m c �' c BY OTHERS _..;t; r o S 0 0 �+ 1 1/2" MIN. BY OTHERS EXTERIOR FINISH :,<c�{ EMBEDMENT a ¢d ,irs•:.4 <<- 18 #8 X 1 1/2" BY OTHERS , �w #8 X 1 1/2" 19 '"•' 8 X 1 1/2- WOOD SCREW ' WOOD SCREW `ri`. 18 # #8 X 1 1/2" 1B �.�. WOOD SCREW PERIMETER CAULK WOOD SCREW ... BY OTHERS 14 / / Qo \\ SIM" "SPE PERIMETER CAULK q SHIMPACE 8 14 BY OTHERS Q� a ° 1 Q 14 ,4 ,EXTERIOR 15 \� D / INTERIOR + D WINDOW } z 8 19 ` 4 EXTERIOR 15 INTERIORHEIGHT ci= Q to 19 Oaawuj 8 Nz SEE GLAZING DETAIL 8 z j m w� B VERTICAL SECTION (ON SHEET 4) W U V-6i F y E CONCRIMSUBMATE W� = 3 WINDOW o W' e HEIGHT t5 AL SECTION N ��1 r� 3 19 &Mnwaz F hkf 0 12 ®23 6 20 �EgFIE 5 U © 19 ®23 i EXTERIOR 10 INTERIOR 2 8 10 12 Robert RooMap Arnarwc9752 WOOD 1SCR 2"18 14 13 15 11 ,�GE3NMERS PERIMETER CAULK 14 7 No 49752 •'`Po BY OTHERS ° tg #B X 1 1/2" o D,J�� EXTERIOR FINISH U WOOD SCREW EXTERIOR r 19INTERIOR = 11 BY OTHERS oQ LI STATE OF Q4CONCRETE BY OTHERS cs,�<, (SEE NOTE 4. SHT. 1) .";`'� 10 �� SoOI,p„E ® a e 1 1/2" MIN.® ONE BY W00 ODUC!REVISED 3 ` ' . '�,c a EMBEDMENT 15 BUCK BY OTHERS a ({�li@NER�D R (SEE NOTE 5. SHT. 1) Vit. a nq .o .P a a 1sg�trlih the FbelRti/6O u 0s"cemyayi"s with B,eFlailda rtttc;+c:rre Ple ` $ � oO I$.DMig WOOD BUCK PROTECTION 1/4" RW TAPCON 17 1 1/2" MIN. ® VERTICAL SECTION 2o2a oK _ 9 NSTALLATION ANCHOR EDGE DISTANCE C �=7»�Ernua� BY OTHERS (SEE INST. AI SASNATFO®RAB ® NOTE 11A) A VERTICAL SECTION I.yf:�. v M;arld Pfddd COIIMEIESUB91RAIE Q INTERIOR SHIM SPACE t8 #8 X 1 1/2" 1/4" MAX. #8 X 1 1/2" SHIM SPACE 18 WOOD SCREW B SHIM AS WOOD SCREW SHIM AS 19 15 7 3 10 1 REQUIRED19 15 7 3 10 1 REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN. q 14 1" MIN. EMBEDMENT - MASONRY,& 14 EMBEDMENT wm w O� (� Q' ' •d. 1 1/2" MIN. EDGE DISTANCE - CONCRETE 7/8" MIN. wN 2" MIN. EDGE DISTANCE - MASONRY,& d EDGE DISTANCE ¢o w Q I � a Q 1/4" ITW TAPCON 16#12 WOOD SCREW Q a A 17 INSTALLATION ANCHOR INSTALLATION ANCHOR J 12 Q -V ..ate CONCRETE OR MASONRY 12 Q TWO BY WOOD g a D V. BY OTHERSD FRAME BY OTHERS aA. (SEE NOTE 4, SHT. 1) O ,•J• - •?;:. (SEE NOTE 4, SHT. 1) 00 V SOLATION MATERIAL -r;�:+�,.`{'�a, ONE BY WOOD •-� Q p...r 'k Z- 1, BETWEEN WOOD -:r�'v%=:r� BUCK BY OTHERS Q �m a BUCK k MASONRY °a 19 B 15 10 9 r;_ �:;�rr;.. 19 8 15 10 9 (SEE NOTE 5, SHT. 1) p� OPENING BY OTHERS z p n Z¢ O vi PERIMETER CAULK PERIMETER CAULK SHEATHING BY OTHERS H �xaxri m Z ONE BY WOOD � a wo � BY OTHERS BUCK BY OTHERS BY OTHERS CL°d 0p 14 18 #8 X 1 t/2" a 0 w 0Z EXTERIOR FINISH (SEE NOTE 5, SHT. 1) WOOD SCREW >-w ma BY OTHERS 5 WINDOW WIDTH 14 18 #8 X 1 1/2" WINDOW WIDTH w v o� S E EXTERIOR FINISH� w o � EXTERIOR WDOD SCREW EXTERIOR BY OTHERS w0 �o z` CUri E HORIZONY3ECTION SUBSTRATE HORIZONTAL SECTION N uq EFS:ENERGI FENESTRATION F � DSU85nUTESOLUTIONS 'ASTM A A1008A f A109 BILL OF MATERIALS CURRENT MD NOA C.,PER <z $ _ R ITEM# DESCRIPTION MATERIAL MANUFACTURER i i g P 1 MAIN FRAME WHITE RIGID PVC -EFS / ❑ = a 2 FIXED MEETING RAIL WHITE RIGID PVC "EFS 9 3 SASH&MEETING RAIL WHITE RIGID PVC "EFS A 1 P b..t J.A.—,PF, 4 PANEL STOP!FRAME COVER WHITE RIGID PVC "EFS / Floddn P.E.Na 49752 i ' 3PAE 5 SLOPED SILL COVER WHITE RIGID PVC "EFS 15 ��f111111/fff6 GLAZING STOP II 7 GLAZING STOP O ERABLE SASH WHITE RIGID PVC "E S ( `��OryPHANDLE WHITE RIGID PVC EFS ��CE%ys 8 GLAZING STOP(FIXED FRAME) WHITE RIGID PVC "EFS toot CTtaP1wwm O;• E 9 POCKET INSERT WHITE RIGID PVC "EFS J ® aaoexPlyi g bb the kA& Z No 497 :o 10 0270"HIGH CENTER FIN WEATHERSTRIP VINYL — \ 1/2" GLASS BETE o Aecx,ta,�ceAsa IS• 1. �,� 11 INTERLOCK COVER WHITE RIGID PVC "EFS \� 7 { �P''t=° �D STATE OF 12 REINFORCEMENT(SASH)15 GA. STEEL ALLOY 1008/010• REGENCY PLUS INC. / O 13 REINFORCEMENT(FIXED MEETING RAIL 15 GA STEEL ALLOY 1008/010' REGENCY PLUS,INC. EXTERIOR 13 IMERIOB B,t:Vzde pp,k"p p R 114 5 PARTINGSIKA STOP SILICONE WOSILOD PT SYP =0.SIKMIN. — ��/ 8 1ip�e.. 16 1 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL -- 7/8" O.A. INSULATED GLASS UNIT CONSISTING OF: 17 1 1/4'ITW ADVANCED THREADFORM TAPCON STEEL ITW ® 22 19 EXTERIOR LAMINATED GLASS - (2) 1/8'ANNEALED 18 #8 X 1 1/2'WOOD SCREW STEEL — GLASS W/0.090' KURARAY AMERICA INC. TROSIFOL 0 -RoD'CP REVOM 19 7/8`OA INSULATED GLASS(SEE GLAZING DETAIL,SHT 4) _ ® INTERLAYER, 0.39•AIRPSACE W/ DESICCANT MATRIX 9 di pg Cog uamttre tlmide wtildm@Code' ,OI�S.1✓! 20 BULB VINYL WEATHERSTRIP VINYL — STEEL SPACER, INTERIOR 1/8'TEMPERED GLASS crop au«No 7 21 HURRICANE TILT LATCH 1057E SEE NOTE BELO STEEL-ZINC COATED VISION IND. zz ENDUR 9.8 SS SPACER STAINLESS STEELDARGLAZING DETAIL, r 23 GLAZING PAD SETTINGBLOCK-2N8-BK-125-028-026 NEOPRENE IRAN LOWE ft-a pmd°dC NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME NOT SHOWN IN DRAWING. t O MAIN FRAME O2 FIXED MEETING RAIL O SASH&MEETING RAIL ® z, TILT LATCH 0 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.697' STEEL-ZINC COATED m 0.070'THK.® 0.066'THK® 0.070"THK® 0.1761- 4 3/16" 0.323• S 0.345' n 0.205 4 F n lul 1 5 8" m IU1 1/16- / � 1` 0.37T 0.709' Lu 2 3/4- 1 1/4" 0.37T T a / �Qo Imo, 1- 1 1/2-- 1.906' 2260' =w 1 3/8" 6.622' �-2 3/16-- 0.669' ❑ '' 1 O 07' O f 3 1/4"� .803' 1.06 � a 1.012' T 0.709' 5 SLOPED SILL COVER 6 GLAZING STOP/ GLAZING STOP 0 ® PANELSTOP/ O Q Qi � =o� WHITE RIGID PVC LIFT HANDLE OPERABLE SASH 0.157.-T #� FRAME COVER 0.075°THK,& WHITE RIGID C WHITE RIGID PVC 0.544' o 3 WHITE RIGID PVC z a 0.070'THK® 3 1/2'- 0.055' 0.544- .CWT 0.055'THK�j < z w z 5/16" 9/16' _ 5/16 -t- z�_ Z w `f7I 15/16" Qaw� o' z O 2 1 8" 1" V WELDED MITERED C / -� CORNER CONSTRUCTION v w to zm { 5/16" 1 uj_r B GLAZING STOP POCKET INSERT 11 EWERLOCBCOVER _ o �6n WHITE RIGID PVC 1 y tg ®� WHITE RIGID PVC 0.070"THK WHITE RIGID PVC 0.070'THK® 0.075'THK® ¢ 3 { Bf< 1 t 13/16" 0, $ "D 3S O.C. `13/16- (TYP.) Robert J.Am"mm,P.E. Fiorl 9/16" 1 1/8" �I-1 3/4" O'LlP.6 No.IB752 or �JPPAES ` CXGENg No 4975 No ,z REINFORCEMENT ,3 REINFORCEMENT 14 PARTING STOP STEEL STEEL WOOD SHIM STATE OF .4/ 0.050'THICK 0.050"THICK �`:'� P •�� Fy=30-50 KSI Fy=30-50 KSI NOTE CORNER DETAILQ 1XPTWOODBUCK '4`S,S�OglO,:�\asp Fu=37.5-68.7 KPSI Fu=37.5-68.7 KPSI PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK 15//16"a WITH SIKA 551 SILICONE 3/4" IRG"cy Iyirwavid.PlaefA PRODUCfREMM ne,-p Code -C-0' whh da Flmilh .3/4' 5 8" Kepi It c�Nol8'0'111.08 0e��° -01 Z 13 / / Espiralloo Dnte �� End g 4.. ode Peo4trer M ami