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HomeMy WebLinkAboutProduct Approval (2) MIAMPDADE 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/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 peiform 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"5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider j Window", sheets 1 through 6 of 6, 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. 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.18-0122.12 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.18-0911.04 MIAMI-DADE COUNTY Expiration Date: July 22,2020 Approval Date: October 11,2018 Page 1 10 021I$ 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12) 2. Drawing No. RPLS0063,titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, 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. 18-0122.12) 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 horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11507.1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 084210.12) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 03/31/15, with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 15-0618.03) 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 0l/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. I Manuel Pere , Product Control Ex mi r NOA No. 18-0911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 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. 18-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110.11507-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507.1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and expiring on 07/22/19. I I i i I Manuel Pfx;a z,P.E. Product Control iner NOA No. 1911.04 Expiration Date: July 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 I 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. I F. i 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. 18-0122.12,issued to Regency Plus,Inc. for their Series "5405"White PVC Horizontal Sliding 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. I I I ' i i Manuel Pe z,P. . Product Control xaminer NOA No. 1 - . 4 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 - - --- -- -- -- - --- --- ------ ---- - REGENCY PLUS,-INC. - - --- - -- ---- - - -- - - � a IMPACT SERIES 5405HORIZONTAL SLIDER WINDOW— LMI 4 W a =MO z LYSTALL4110NANCHOF9GEDETAILS W o o � a ov o a E INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR c m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. N u HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS J 0 STATED HEREIN, EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO Z '- MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR w w c 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE it F UPON SIGNED AND SEALED TEST REPORT# & 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y p O NCTL-110-11507-1 DATED 0820/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK 3 N LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM V x m z ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ?C7!t:Q H O m TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. 8.NOT USED. ~ ® SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S �a¢a z g S N�z PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL m 4 O Q 3,THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a C7-f N F o TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE 012 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE U y 2 a0 z e THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'X"AND•O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH ANCHOR MANUFACTURER. z O x p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 m 00 U o z E HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS F < $ + O:FIXED PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: N W� a z° MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, w z ¢� RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/41NCH I IN ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- W 01 TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: ® PRESSURE TREATED SOUTHERN YELLOW PINE. T°- STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER m HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST ¢ $ d OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 1121NCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS � U v APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-12INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. — 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF E R a ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. n STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1Z IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 5.2.2. 21NCH MINIMUM EDGE DISTANCE zL C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY>117 FOR imbed J.A—so.P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 12 INCH Rodda P.E.No.49752 INSTALLATIONTHE WOOD SCREWS. 6 EN R C MID MAY NOT REFLECT CACTUAL CONDIED HEREIN TIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �� jpPAES 111 .. FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO .... E Ng'•.O,p 4� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. p.• F GJ, DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 49752 :O ELECT ONE OF THE FOLLOWING OPTIONS:A `` � _ •� OUTSIDE HVHZ: THAT A LICENSED •, * Q 1 ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE OF SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 7tOOL'CI'RF.NEWm 16 O R%0 B.(NSIDE HVHZ�REQUIRE THAT A ONE-TIME SITE '­s,pIy;SPECIFIC APPROVAL B APPLIEDFOR AND OBTAINED 9a lag CodewGS tYe FlotfEa ,�� Slory. LEN FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TAB 4 xsierme No LE OF CONTENTS Y / •D Pmeno% SHEET REV. SHEET DESCRIPTION Expl::+itaa Dots 2�20 i 1 F GENERAL AND INSTALLATION NOTES i!y dd5.t, h;,+7�•-}�.deyg 2 F ELEVATION AND ANCHOR LAYOUTS PRODUCT REVISEDns complying with the Florida 3 F VERTICAL SECTIONS B.ildi g Code 4 F HORIZONTAL SECTIONS,GLAZING DETAIL 8 CORNER DETAIL Fx itpati�oo Da 8-0142d2 DESIGN PRESSURE RATING(PSF) IMPACT RATING p 9 I 5 F CORNER DETAIL B F COMPONENTS AND BILL OF MATERIALS t55,0 LARGE MISSILE Y IMPACT 94ia Dade Pmduct I LROMPARTING FROM (TYP.) 12"MAX.O.C.(TYP.) - - '-- &SILL @HEAD&SILL 12 112 MAX.O.C.(TYP.) g RNERS HEAD&SILL W FROM PARTING STOP CORNERS(TYP.) a <N O a 5 1/2"MAX. i� FROM FRAME CORNERS(TYP.) 13" 12" I m N O.C.TYP. 0O.C.TYP. $ i 74"MAX. ii XN FRAME WIDTH. i } wo 0 343 MAX. MAX. INSTALLATION D.L.O. D.L.O. ANCHOR(TYP.) i m asa a zomZ g€g o--Z II a C7 W ¢ S L 63" I >�u 0 FRAME PARTING STOP w 9.z °a 6"MAX.O.C.FROM o o ANCHOR(TYP.) ul 03 no zr e HEIGHT FRAME CORNERS(TYP.) s a W� �o�11, L MAX. cn B C STEEL REINFORCEMENT 3"MAX.(TYP.)@ HEAD&SILL a w w ®� 3 3 FIXED W/(2)EVENLY 1��n FOR WOOD SCREWS o D.L.O. SPACED METAL SCREWS 4"MAX (TYP.)@HEAD&SILL II FOR CONCRETE SCREWS u 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL Q Rob""J.A.m %P.E. FO I I p F G Flora F.E.No.49752 E ii 3 0 57 1/2" SILL OR WOOD SCREWS. HEAD& �4���.�jpME3 q I ....0 E Nip' OqG 4 O I X 4 MAX. 7"MAX.FROM C.L.(TYP.)@HEAD& D.L.O. SILL FOR CONCRETE SCREWS. �; No 49752 s ANCHOR LAYOUT © L� °��`�. srar= F REINEL NFORCEMENT EXTERIOR VIEW 1 1/2"x 1/4"WEEP HOLE smoucT�1 I~2 5/8"FROM END(TYP.) „ "'�srmhth,R ig REVISED RODUCrREVISmplying with the Florida A S"Idlny,cnEe /8- 11.0 coenilding Cnde 3 4[xp:4:7re N. O!e Expl Acecptma73o1 'Ol�•1 rntioo Ur 2 xp!rxtioo Due ELEVATION By EXTERIOR VIEW 4iar4' �x Peafaer M wn' nde Piodua ONE BY WOOD 73 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR STALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT.-1)- -- - -- - -= 1/2" MIN. -- 7/8" MIN. (SEE NOTE_5,_SHT. 1.)__= WOOD BUCK PROTECTION BY EDGE DIST.© SHEATHING EDGE DIST.' TWO BY WOOD S OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS 11A) ]i;• v , ov'.a , . ' o . ? (SEE NOTE 4, SHT. 1) w CONCRETE BY OTHERS ' EXTERIOR FINISH o •v ."o• BY OTHERS (SEE NOTE 4, SHT. 1) ':;v, a � a � v � v v 1 1/2" MIN. ,_,;,_,,;• w o^ a v v v a EMBEDMEN #8 X 1 1/2" ^'rti a w 10 :,;,c, WOOD SCREW ?:i•`' ` EMBEDMENT ° o k #B X 1 1/2"14 ? i 14 8 1 14 `t WOOD SCR # X 1/2" a '= '� 1'� WOOD SCREWMAX. EXTERIOR FINISH q SHIM SPACE 10 SHIM SPACE BY OTHERS PERIMETER CAULK Qo� 10 BY OTHERS n 21 PERIMETER CAULK Q�� 10 0 w �L BY OTHERS 1 I 6 0 n 21 z 8 1 6 $ o WINDOW 2 4 > w g g HEIGHT <� co cl) 16 15 2 I l 4 ? ��0 UU ~ �aaz8 Z 16 15 a C¢7 W Xg a u) y VERTICALAAL SECTION _ w CONC SECScp U U Lu WINDOW EXTERIOR OPERAHFDLP W' INTERIOR EXTERIOR INTERIOR o w W ��61 HEIGHT SEE GLAZING VERTICAL SECTION N �5 �' DETAIL 2 C WOODsuesrRA•re w 9 �s SHEET 3 15 OPERABIEPANP1.SHOWN, m 1 F3 16 PL®sumnR v y 4 ¢ 8 U d 2 27 6 INTERIOR 5 4- 21 11 9 2 8 16 4 15 i n n 1 1I I1 6 Roeen J.Au P.E. Illl LJ FlOMe P.ENo.4.dW52 22 24 23 .•` t'SAMES 4,!%. I 10 s�P•,.........,tiJO PERIMETER CAULK 10 p�;'V10ENS�c•;9G� #8 X 1 1 OTHERS1QD 14 WOOD SCREW 21 _ �: No 497 2 WOOD SCREW 14 0 �] —� 1/4" MAX. 17 Q orrl u�; •'� I SHIM SPACE �J •• �¢ 'STATE OF .(U EXTERIOR FNISH ''r ❑ ❑ '='mil+M1�� i R{ ♦ � I /E\ BY OTHERS CONCRETE BY OTHERS a c G,,` i SEE NOTE 4, SHT. 1 1 1/2" MIN. ( ) 'cd a e a EMBEDMENT ONE BY WOOD .c c 0 15 18 16 25 $ PRODUC•f REVISM cm*yin with dw FEmidb BUCK BY OTHERS 1/4" TTW TAPCON t3 1 1/2" MIN. �iag ca& Mitdmg Code, INSTALLATION ANCHOR EXTERIOR ke pfamm?48`13_0 U. Amept-ceK.1 -a124.12 JJ (SEE NOTE 5, SHT. 1) EDGE expire ouDde ExPir ion Dam I j WOOD BUCK PROTECTION A VERTICAL SECTION HORIZONTAL SECTION I1 Br By CONCRETE PANEL D qym Proade1 Prod BY OTHERS (SEE INST. OetatsAl.EeANr;i.sROWowx, ry Me uct NOTE 1I AL_ PD®Dsmm.AR } 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW 8 X 1 1/2" 14 SHIM AS 14 ------- OOD--SCREW- 1/4" MAX. __ __ _ . ._—_.___ REQUIRED 1 1 1/2" MIN. EMBEDMENT — CONCRETE 1 1/2" MIN SHIM SPACE 15 16 3 7 5 to 1" MIN. EMBEDMENT=_MASONRY 13 EMBEDMENT 10 1 19 17 16 INTERIOR 1/4" ITW TAPCON INSTALLATION ANCHOR n d SHIM AS REQUIRED m 12 Q 1 1/2"" MIN. EDGE DISTANCE — CONC. #12 WOOD SCREW w o`^ INSTALLATION ANCHOR ' 2" MIN, EDGE DISTANCE — MASONRY H Q IL < o T__7 O 'a•,�.CONCRETE OR MASONRY T 7/8" MIN. Q BY OTHERS a ., .Q V EDGE DISTANCE � (SEE NOTE 4, SHT. 1) Q' .Q ISOLATION MATERIAL BETWEEN ¢ o o D 02 B 2t 23 o V' Q• WOOD BUCK & MASONRY j TWO BY WOOD x .,,, •, OPENING BY OTHERS 00 Z,x a o FRAME BY OTHERS ONE BY WOOD Z W z e (SEE NOTE 4, SHT. 1) .,;_ BUCK BY OTHERS =0 S Q (SEE NOTE 5, SHT_ 1) SHEATHING ::;• 4. o.6 BY OTHERS 20 15 EXTERIOR 5 1 10 z ': ;_3 r. Li D� #8 X 1 1/2" 14 #8 X 1 1/2 z q �� m F WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW vi x<�q BY OTHERS BY OTHERS q 5 D 0 Z EXTERIOR FINISH EXTERIOR FINISH r F M m� i i BY OTHERS BY OTHERS HORIZONTAL SECTION o 0 mo E WOOD E1ennWSUBSTRAre HORIZONTAL SECTION o a 0 0 �9 (FD®PANPI.SHOK7l, CONCRETE IM ONRYM17MTE KJo o_ gyp^ OPERABLE PANEL Sam.ARJ PD[ED PANBLSQ,9LAR) o W N NW a Ua 7/8" O.A. LAMINATED GLASS CONSISTING ¢� 15 OF: EXTERIOR LAMINATED GLASS — �N r�kr 9$2 (2) 1/8" ANNEALED GLASS W/ 0.090" —o E$�fe KURARAY AMERICA INC. TROSIFOL = 8 INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Robett~ INTERIOR 1/8"TEMPERED GLASS Florid JP.E.N.447752 EX 10R 26 18 / P61® ��,t�Q�`�CENSNIVI ES!4�0 'i 2 \ INTERIOR ��' SF%-Gs No 49752 17 :o GLASS 2BITE1 IN E O EXTERIOR I 1/2" GLASS BITEIN I STATEIOF' ;w 1 27 4 16 f ` 27 6 It w:yCSnIIMNEW PtuvfA! ODLCT REvism GLAZING DETAIL 1 R:.,a. >.�rl= c—plyi"z ''iwlhiEl�i& GLAZING DETAIL 2 ..;:.:,"!a/ 0/4��• ka i:KG'CZI'i^aU^!C �y2o _l "l,K111-1.PIT- 4, I i ? I Q WELDED MITERED CORNER CONSTRUCTION W 'o wo 0. o� N l7 0 z $x / } tu s a � J 2"O.C. K U UI� O 0 H=��<—j (TYP.) 3 a a o Z 14 xuj 14 _m_z N / \ O�pU cV w �g�m or co 10 N w i W QEr ® 19�- ®TILT LATCH f34 °•697' STEEL-ZINC COATED 76' 0.323' S SHIM 5' 0.205" R.WUAm so.P.E 0.70 NOTE: CORNER D ETA I L 1 X PT WOOD BUCK �- 0.377• � 70 9' Flo ida P.E.�gtleUihs 49752 ` ,�� PARTING STOP EXTERIOR PERIMETER BY OTHERS o.166• �— TO BE SEALED TO 1X PT WOOD BUCK 0.377" —� 2260• `0�?.��CEniSF apG� WITH SIKA 551 SILICONE 5.622• T: No 49752 e 0.669• 0 0.603' 1.06T d � 3 STAT� OF 1.012" 0.709• i�t ....... I �P�:o 0.167"- TT 0.544° i ROMCT 11t6NCIVm PRODUCTRE9IS15D i es seat„1y imt with lk."ma" as a plYla6 with the Flutj 1 �Ss;dieZ<;+rde DAd'atg Code sccc.^.„,crr Ro Igo AMMMILIc NaJ 4 .1'L C-pir�!krz lint¢ 20 B STak g Dy pSd[r I;alir^rufwt a ivar uack. t3(. i i Qi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC 112"X 1/2'EACH END(INT.TRACK) WHITE RIGID PVC 3 GLAZING STOP w/HANDLE O WHITE RIGID PVC m 0.070"THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068'THK. WHITE RIGID PVC 0.055'THK. ? 3 5/8"X 3/8"EACH END(EXT.TRACIC, 0.055"THK. o u 5/16- o 4 3/16" 1 11/16' _F 1•• l`Il 15/16" Pw n L(�IIUI�rJI 1. � � NNNVV•••CCC-1 � �m _4 1/8^ I_5/16" W °Fz II(lrU-�IIr 1 9/16" [C F ry U a Qo 2 3/4" Oi H COVER SAS n GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVER Q° WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK. 0.070'THK. 0.050"THK. O0� � �5/16" 1— "4.pCT7t� rbdo 5/16 OJ Cv:1:yl)'10i1 Wkli the YaHliag Code � m g c aacluxrm No -O .0 a �--3 1/4"—� I I —r R:yirnt..mQytc 20 0 �I—1 5/6'-I ? o r lvni ad•P ¢:'o O Lu POCKET COVER @POCKET COVER < a (EXT.TRACK) UNT,TRACK) IA® TILT LATCH BILL OF MATERLS Z m N2 WHITE RIGID PVC STEEL-ZINC COATED REM# DESCRIPTION MATERIAL SUPPLIER ="J�-'a J<nQ O_z z D.070"THK WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC "EFS 0.070'THK SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC •'EFS y F w`�om o 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS U:03�OZ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC •'EFS lu L5 v c QF 9 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC •' Lill EFS uJ c z / 6 POCKET COVER INT.TRACK) WHITE RIGID PVC ••EFS g w z d 7 SASH COVER WHITE RIGID PVC -EFS a W IL �-1 7/8' WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010• REGENCY PLUS,INC. co 0 1rl 3%1 og 7/6"—� 3/4"X 18"EACH END 9 INTERLOCK COVER WHITE RIGID PVC ••EFS v n 1/4'X 9/16°MID SPAN 10 PARTING STOP WOOD PT SYP G=0.55 MIN. a �'w OINTERLOCK COVER @ REINFORCEMENT 11 CAM SWEEP LOCK$KEEPER STEEL TRUTH 2 9 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL WHITE RIGID PVC SASH FRAME 18 WHITE RIGID PVC 13 1/4"ADVANCED THREADFORM TAPCON STEEL ITW 0.070'THK STEEL 0.050"THICK 0.066°THK 14 #8 X 1 1/2"WOOD SCREW STEEL — R"e"rtJ.A—.,P E Fy=30-50 SKI T15 7/8-0-A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL FWda P.E.N.A9752 DETAI ON SHEET 4 111111111 15/16" Fu -68.7KPSI ri7 16 SIKAFLEX552 ) SILICONE SIKA `�%0,% SAMES qu 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC ••EFS v\G EIJg'•.9 y 1 3/4" F .G /16"�� 2 3/16 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS No 49752 `Po 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC •'EFS d� 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "EFS '- 4 :ir O10 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF PARTING STOP W WOOD 25 REIlVFORCEMENT 2 1/16„-� 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G ��;•°(O R I O P•:;r FLIED MEETING RAIL 23 HURRICANE TILT LATCH(1057 EWXSEE NOTE BELOW) STEEL-ZINC COATED VISION IND. ii�Ss••'-•••'•NGs°° STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI ie/OIVA,�`°a` 0.050'THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 1 REGENCY PLUS,INC. Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL T Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB.8K-125-028-026) NEOPRENE FRANK LOW I 0.060'THK ROUDcr itEVISr� NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER PRODUCT EV I tm Pic 1 1/2" -� �fth® 13/16" FRAME.NOT SHOWN IN DRAWING. Bwl&,g C.d. 15/16"II II Accepmmew "O1Z"It! nNm»a •ASTM A-Al008A/A109 EFS:ENERGI FENESTRATION SOLUTIONS 0 5/8" 3/4" i 1/8" USA,INC.,PER CURRENT MD NOA Nt am' nde Product