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HomeMy WebLinkAboutProduct Approval (3) ? - T MM®D�ADE 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)315-25 9 OF ACCEPTANCE www.miaml a e.eov/economy egency lus,Inc. 2000 Locust Gap Highway JUN 2 9 `020 Mount Carmel,PA 17851 ST. Lucie County, Permitting 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 DES������raw�mgo��63. l Sliding Windo�Serie�s5405 M APPRO63, titled "ImpaHorizontal 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., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami- Dade Coun Pro SSILE IMP�chT RATING: Large and Small Missile Impact Resistant LABELING: nit s a ear a permanent a e with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted 0 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 p 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. 18I ),,�-*/ -0911.04 MIAMI•DADE COUNTY Expiration Date: July 22,2020 Approval Date: October 11,2018 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. 08-1210.12) 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. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h 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 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 P. . Product Control EATip& 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 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. Manuel Pe'XiPP.E. Product Controlxa iner NOA No. 1 - 11.04 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 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. OTIIERS 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. Manuel Pe z,P. . Product Control xamine NOA No.1Z U44 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. a IWACT SERIES 5405HORIZOATAL SLIDER WTNDOW- LMT 4 W INSTAMATIONANCHORAGE DETAILS CL aN 0 a GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: I.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'ENER01 FENESTRATION HAVE ACORROSION RESISTANT COATING. LLO HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA INC.,WHITE RIGID PVC EXTERIOR 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS O a STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCKAND GROUT FILLED BLOCK,DO z _ I MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR Bm 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE =W 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 a O NCTL-110.11507-1 DATED 0820108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAW FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK 3 O Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIML1=m N O ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1116 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN 2 0~Q I='u F TESTING PROTOCOLS TAS201,TAS-202 AND TAS•203. ®B.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS =Qa Z h z PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL O 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E7300-04e1. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a(7 w a CO TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE U y 7 0 Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS•X'AND•O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH ANCHOR MANUFACTURER. Z:3 w=0 � WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 Hw U v.& X: m+ HURRICANE ZONE(HVHZ)REQUIREMENTS. OPERABLE PANEL INCH. I 1.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS O:FIXED PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE g LL-- 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 8 S.FOR INSTALLATION THROUGH IX SUCKTO CONCRETE I FOLLOWING PROPERTIES: S W �3=r Lu MASONRY AND 2X FRAMING AS A MAIN WINO FORCE 11.A 113 INCREASE W WI ALLOWABLE STRESS FOR ND LOADS MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, a w W ,$a`g 2 h RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITIN ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- 1, €m 5 TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: LA PRESSURE TREATED SOUTHERN YELLOW PINE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST d m w OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 12INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FSCIFRC AS APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-112 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52 MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 521. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. S STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 121N AREAS WHERE WIND-BORNE DEBRIS PROTECTION 512 21NCH MINIMUM EDGE DISTANCE ®C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER R ARCHITECT OF REQUIREMENTS DOST,USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY 117 PCF_ RobedJ.Amwm.PJ= RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 11/2 INCH Florida P.E.No.48752 6,THE W ES INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS. q� 4 GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE FORA SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO e��:��C E T1Ig•:0.9�i� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. Q d F•',G DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY Ho 49752 :�O ELECT ONE OF THE FOLLOWING OPTIONS: 1 A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED ;O: ENGINEER R ARCHITECT PREPARE AND SUBMIT STATE OF .IT/ SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. RoouCP RF1K'wSFS•<0 R 1 O B.(NSIDE HVH7-*REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED F RAND OBTAINED %%ding CodwR4 toe i:wlrn iia/sfO�AL�N`��� I m FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS ♦acptddatze No `O n� //H/LLN��� j SHEET REV. SHEET DESCRIPTION Expllaon Dsts '4�ZO 1 F GENERAL AND INSTALLATION NOTES ITY I 2 F ELEVATION AND ANCHOR LAYOUTS RODUCTREVISED �saierfi m cempfying wish dnFimida 3 F VERTICAL SECTIONS Bwfdmg Code ccepl®mldo 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Expiration Do 9 5 F CORNER DETAIL 8 IMPACT OLE F COMPONENTS AND BILL OF MATERIALS 3.550 LARIMia Dade Product MPACT I I I 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) @ HEAD&SILL @ HEAD&SILL FROM PARTING 121/2"MAX O.C.(fYP.) 8 STOP CORNERS @ HEAD&SILL W 8 1/4"MAX. €� FROM PARTING w o' STOP CORNERS(TYP.) < o 0 a 5 1/2"MAX. FROM FRAME ' CORNERS(fYP.) ' 13" lu 12"O.C.TYP. X O.C.TYP. z 74"MAX. FRAME WIDTH > o'o 343/ 33" I ;S MAX. MAX. INSTALLATIONi "a (3 'o ANCHOR P. i 02a a o o m"' Z D.L.O. D.L.O. (TYP.) I 1 a o 63" >Fw_�d� t?N�'o MAX FRAME PARTING STOP o o gZ ANCHOR(TYP.) 6"MAX.O.C.FROM o go EIGH FRAME CORNERS(TYP.) g W a _ 58 3/4" B C STEEL REINFORCEMENT N ri' Mme• 3 3 FIXED W/(2)EVENLY FOR WOOD DS @ HEAD&SILL �m 10 � FSCREWS D.L.O. SPACED METAL SCREWS © a �� 4"MAX (TYP.)@HEAD&SILL :E d �I FOR CONCRETE SCREWS — m u a 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL© R b tJ.AmwuMR Fo I D F Flmwa P.e N".49752 $is is E ii 3 D 571/2" SILL OR WOOD SCREWS. HEAD& ;GEMS MAX. 7"MAX.FROM C.L.(TYP.)@HEAD& Qo:• No a9�s2 '`P ii D.L.O. SILL FOR CONCRETE SCREWS. I I ^ 7 II V - �; ANCHOR LAYOUT 8TATE' �1W II o, .� . STEEL REINFORCEMENT EXTERIOR VIEW '�.o. o R%2.-- f II °j0`reNAiiiitia _ 1 1/2"x 1/4"WEEP HOLE famicr 2 5/8"FROM END(TYP.) EC yea , PRODUcrRsvlSM .myty ,�mw"rto;a" a Imitfo"�:rDsfeN"IB- e..t. Ol?p•I 3 ELEVATION E, pQrm Dd. -NOm"i EXTERIOR VIEW '4a ` , atR°db" ONE BY WOOD 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD rc BUCK BY OTHER 13 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 1 1/2" MIN. EDGE DIST. (SEE NOTE 5, SHT. 1) r 3 WOOD BUCK PROTECTION BY EDGE DIST. SHEATHING TWO BY WOOD g OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS 4 d CONCRETE BY OTHERS---,11A) `O v vd' v ,v v - v (SEE NOTE 4, SHT. 1) r w �. ' m EXTERIOR FINISH p° :sY v "� e - BY OTHERS :it.T: ° °LL (SEE NOTE 4. SHT. 1) q'• c =v v v 1 1/2" MIN. ���. w �A 10 '? v v EMBEDMENT #8 X 1 1/2° = r ' 1/2" a w 0 ® *:rr u, 1 MIN. $ # WOOD SCREW +isr`: EMBEDMENT a o WOOD SCR 14 :;;` �`, 14 #8 X 1 1/2 14 WOOD SCREW 1/4" MAX EXTERIOR FINISH 1/4" MAX. BY OTHERS SHIM SPACE 10 "' SHIM SPACE PERIMETER CAULK Qo� BY OTHERS �� 10 21 PERIMETER CAULK Q BY OTHERSg Do 10 0 Q ggg8 o 21 6 a 2 P 4 WINDOW W > _ 5 6 HEIGHT 22a22��� 2 ^ = U If1/ s m 16 cq 15 2 `IV 4 �i=G Z�mh z13 . 16 15 acqwKw ,Q VERTICAL SECTION Z � W U xF g WINDOW EXTERIOR u °PERABUs�nR W"' INTERIOR EXTERIOR INTERIOR a Go g"pps HEIGHT SEE GLAZING VERTICAL SECTION N W D�yZ DETAIL 2 C wooO 16 SuttMATE w 5$431 SHEET 3 15 OPnuHwPANMSHOWN. U , +2s% �samaR s { 4 IL a�$ 2 27 6 INTERIOR Ga!v m � 5 21 11 9 2 6 16 4PAtd15 a j 1 a6 rlorWaP.s 24 DUu J0. JAPAES qq�o 6, PERIMETER CAULK 10 10 0�4: \�GENSF:9G� BY OTHERS O 14#8 X 1 1/2" 21 No 497 2 :o #8 X 1 1/2" 14 Q WOOD SCREW 17 _ WOOD SCREW 1/4" MAX. or--r� _ 1IV SHIM SPACE O STATE OF .[ti EXTERIOR FINISH---_ BY OTHERS ' '"I` `r CONCRETE BY OTHERS ` '�jj� o a ' Ope lets% (SEE NOTE 4, SHT. 1) tiw a 1 1/2° MIN. EMBEDMENT ONE BY WOOD �' `' a ea'•e e 15 18 16 25 y , PROWCI'PEWMD BUCK BY OTHERS 1/4" ffW TAPCON 13 1 1/2- MIN. Code �cemgCo&,ymg t�i�Flm�da / +eapiaeee Na�$'0911•p4 Hmtdm Code INSTALLATION ANCHOR EXTERIOR aKegm,mrwl ->712R 12� (SEE NOTE 5, SHT. 1) EDGE DIST.© Espin Data Pxpint;an WOOD BUCK PROTECTION A VER1lC��SEECTION D HORIZONTAL SECTION B, HY BY OTHERS (SEE INST. OPMALE Pews.SHOWN, �+W Mtixm ede t NOTE 11A) MaDSmmaR 1/4" MAX. SHIM SPACE #8 X 1 1/2` WOOD SCREW #8 X 1 1/2" 14 SHIM AS 14 m WOOD SCREW 1/4" MAX. REQUIRED 1 1 1/2` MIN. EMBEDMENT - CONCRETE 1 1/2" MIN SHIM SPACE 15 78 3 7 10 1" MIN. EMBEDMENT - MASONRY 6 EMBEDMENT 10 1 19 17 16 INTERIOR 13 1/4" TTW TAPCON INSTALLATION ANCHOR 4 SHIM AS REQUIRED U Q• 1 1/2"" MIN. EDGE DISTANCE - CONC.© o LL #12 WOOD SCREW 12 A 2" MIN. EDGE DISTANCE - MASONRY rc ut INSTALLATION ANCHOR .Q I a a�- V + R O a V.; —CONCRETE OR MASONRY 7/8" MIN. V BY OTHERS SHT. 1) EDGE DISTANCE a '•4 Q (SEE NOTE 4, ISOLATION MATERIAL BETWEEN a m m o O2 8 21 23 0 Q Q. WOOD BUCK & MASONRY TWO BY WOOD 1=t '-"••� OPENING BY OTHERS 00 00 Czi o FRAME BY OTHERS r.«#i1': V ', ONE BY WOOD zC '#M v (SEE NOTE 4, SHT. 1) ,�, +;•';: `3 ;ti u 'r a BUCK BY OTHERS cco 6 SHEATHING ❖ ..,.; t,.r;. •Q •.'a (SEE NOTE 5. SHT 1) a 0.6 BY OTHER EXTERIOR 5 t 10 #8 X t 1/2" -: ...�....•�r.� 1a #8 X 1 1/2" _ �� $JF - Z WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW y x<�q m m BY OTHERS BY OTHERS <a Oo EXTERIOR FINISH EXTERIOR FINISH r c0 W NZ BY OTHERS BY OTHERS HORIZONTAL SECTION HORIZONTAL SECTION o 0 WS 8, E WOOD FRAME SOBsrRAxE "MPAMLSHOWN. F CONCREIE/MASONRYSUBSIRAIE 0?ELaMPAkMSMMAR) (OPMAIBPADMSHOWN, Q' U FD®PAMM.SMAR) g W y �¢ 1-g 7/8" O.A. LAMINATED GLASS CONSISTING ¢rz Il'a 15 OF: EXTERIOR LAMINATED GLASS - (2) 1/8` ANNEALED GLASS W/ 0.090" � ER� KURARAY AMERICA INC. TROSIFOL = 8 INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Robed J.An .RE INTERIOR 1/8" TEMPERED GLASS FbAe P.E Nn 497M 15 Q 15 EXTERIOR 18 / 26® `o��Q;�.pElUs �pG: 17 2 INTERIOR No 49752 s`Po / r 'R R 11 t GLASS281TEIR INTERIOR EXTERIOR1/2" GLASS BITE STATE OF, 'w 4'G\ 16 \ � z7 B IRDoucr RSNEti'Cii PRODUCr REVISED m emptying wUh Ow Fledk n� .plylvg with the,-bid. GLAZING DETAIL 1 9a�iga�k GLAZING DETAIL 2 04 u ld av Cod`1 011M. 4xr IAF:, a an e:z:'wn D-ta W20 I �u_ If.,_r. ,:&I'red+xYCo, y' 'Xde Pro&rd i z � a WELDED MITERED $ CORNER CONSTRUCTION w a ¢� o 0 m m 3 8 o 0 o z / w or a 2"O.C. Z (IYP.) J a IL 0r e Lu ° K 14 to oZ ° 4 w��lz 4 / \ W ow CIr Ill e° 10 N Ir �o z ® ®TILT LATCH 0.697• STEEL-ZINC COATED m 0.176• —►{ 0.323' ' 4 SHIM0.345• 0.2wftbe U.Amaum.PE I Q �1 FIWtla P.F-N4!9752 CORNER DETAIL0.37r 0.709. NOTE: 1X PT WOOD BUCK 0.166"J ❑ ,���.��pMES q��i,,� j PARTING STOP EXTERIOR PERIMETER BY OTHERS0.377, zzso° •o�`�P��aEksF opGJ; TO BE SEALED TO 1X PT WOOD BUCK 1,906• _ WITH SIKA551 SILICONE sem. �,: ao as7sz 'so 0.669" ❑ I = �� ❑ 0.803• 1.067- ❑ �:: STAr� OF :�� 1.012' TT❑ 0.709• 0.157'J lkGftCP NBNfiMW PRODtdCP REVISED c ae.-Aying witA the Mallb eseweplyinswiththe Fl%*- YY:r::rty Cn+le Hudd' Code plNorma" 4. AacptonxaN E u •�Z •phs!^.ars te9tc '✓A 6 IAtr By f By olpi 1?iwx^roF.a:t a kl• :ate 'CtV I Oi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC 1/2"X 1@'EACH END(INT.TRACK) WHITE RIGID PVC Q GLAZING STOP W/HANDLE ® WHITE RIGID PVC 0.070"THK 112"X 3/8"MIDSPAN(INT.TRACK) 0.068"THK WHITE RIGID PVC 0.055'THK 5/8°X 318"EACH END(EXT.TRACK, 0.055'THK g 5/16" m 4 3/16° 1 11/16 4�� (� 15/16° w a QUI '" Utoo 1 s/1 s^ 6^ o z 3/4- 4" O SASH COVER 17 GLAZING STOP-FLYED LITE 1s PANEL STOP/FRAME COVER QD WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/B" 0.075'THK 0.070"THK. 0.050"THK m Kdur 'vsM1(Oe 1/2' D9/18" geldin1di.g Cade I N a 3 1/4° —r fsYp rsr:m 1m. Z- o a ° I 1 3/8" 1" .1 5/1 aw m I ' itfvei s O POCKET COVER s POCKET COVER ¢ o O BILL OF MATERIALS u=m w m (EXT.TRACK) (INT, , ® TILT LATCH WHITE RIGID PVC ITEM# DESCRIPTION MATERIAL SUPPLIER ¢" m j STEEL COATED ai= F a m 0.070"THK WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC "'EFS Im a Q. o "Z 0.070°THK o.< 0 m . SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC '"EFS F w 0 0 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC °°EFS _ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC "EFS O v n e 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "'EFS S$ / 6 POCKET COVER INT.TRACK) WHITE RIGID PVC `"EFS os m Z e LL o w� onz 7 SASH COVER WHITE RIGID PVC "EFS - w� 1 7/8' I WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010` REGENCY PLUS,INC. CO)C) ,g b S 1 7/8° �1 3/4'X3/8"EACH END t.-L) 1/4'X 9116'MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC "EFS c3 o 10 PARTING STOP WOOD PT SYP G=0.55 MIN. d w O INTERLOCK COVER Q REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH 2;j 18 FMD MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR TE — WHITE RIGID PVC SASH FRAME WHA RIGID PVC 13 114"ADVANCED THREADFORM TAPCON STEEL ITW 0.070'THK STEEL 0 066°THK 14 #8 X 1 1/2"WOOD SCREW STEEL — RcnenJ.nmo .PE 0.050'THICK Fy=30-50 SKI 15 718"OA INSULATED GLASS(SEE GLAZING GLASS EDGESEAL FlOdde P.E Nad9752 TDETAIL ON SHEET plou�en� Fu-37.5-68.7KPSI ° ) �o%%' �NMES q , 15/16" �� 16 SIKA FLEX 552 SILICONE SIKA ��Q-�,.••-•S;R1�moi, 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC ""EFS OAF;:��C ENg�.•9G�, �- 1 3/4" /16"r 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS ` No 49752 'no 43/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS rf 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC ""EFS O10 PARTING STOP 25REINFORCEMENT W 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF . 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G Q c�4` WOOD FINED MEETING RAIL, 2 1/16" 23 HURRICANE TILT LATCH OD57 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. o STEEL O POCKET INSERT g26 WEEP HOLE COVERS PLASTIC RO-MAI 0.050•THICK 20 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. Fy=30-50 KSI FIXED PANEL ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL Fu=37.5-68.7KPSI WHITE RIGID PVC GLAZING PAD SETTINGBLOCK-2NB-8K-125.028-026) NEOPRENE FRANK LOWE 1 1 2" 0.060"THK NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER RO��ysft PkeW / -� 13 16" ®FRAME.NOT SHOWN IN DRAWING. 8eildiog Code 15/16" / , p N. -0/ 212 -i— 'ASTM A-A1008A/A109 `• EFS:ENERGI FENESTRATION SOLUTIONS q ---�-5/8" �___� 3/4• 1 1/8• USA,INC.,PER CURRENT MD NOA M ,apron