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HomeMy WebLinkAboutNotice of Acceptance (3) RECEIVED MIAMI-DARE JAN 0 9 "T!'O MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY 1;C(4Nm (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.aov/economy Regency,Plus,Inc. 2000 Locust Gap.Highway Mount Carmel,PA 17851 COPE: 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 ' cud the _e_oc' a 'cane Zon DESCRIPTION: Series 115405"White PVC Horizontal Sliding Window-L:M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/0.8,,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. LU MOSSIER 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,l 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. Miar�i•naoE CONnr. NOA No.18-0911.04 � Expiration Date: July 22,2020 Approval Date: October 11,2018 j�7/to2 f 115Page 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 54.0.5 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.:18-0.122;12) $. TESTS 1. Test reports on: 1) Air Infiltration Test,per.FBC, TAS 202-94 2)Uniform-Static,'Air Pressure Test,Loadingper'FBC,TAS 202-94 3)Water Resistane 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 202794 along with marked-tip 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[1:8/08,revised on 09/03/08;signed`and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08 4210.12) C. CALCULATIONS 1 Anchor, verification calculations :and structural analysis; complying with FBC 5th 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. 17-1114.14issued to Kuraray America,Inc.for their "Trosifo[O Ultraclear,Clear and Color PVB Glass Inter layers"dated 01/:1.8/18., expiring on 01/08/19. 2. Not ce.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 08/10/1.1,expiring on 02%28/18. Manuel._P ereyri, Pr_oduct.Control Ex min& NOA.No.18-0911.04 Expiration Date: July 22,2020 ApprovatDate:: October 11,2018 E-1 Rezency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,,complying with 113C 6th Edition (2017),.dated January 8, 20.18,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. -18-0122.12) 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 10/01115 and expiring on 07/22/19. Manuel Pe ez,P.E. Product Control xa iner NOA No 1 - 911.04 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. Nome 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 KurarayAmerica,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18; expiring on 07/08/19. 2. Notice of Aeceptance 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. 18-0122.12, issued to'Regency Plus, Inc. for'their Series "54:05"White PVC Horizontal Sliding Window—L.M.L,,approved;on 03/08/18 and expiring on 07/22119. 2. This is a one year aapproval, subjected to successful verification test. -Manuel Pj:xamine P. Product ControlNOA No.14 Expiration Date: July 22,2020 Approval Date: October 11,201$ E-3 a � REGENCY PLUS, INC. IMPACT SERIES 9405HORMONTAL SLIDER WINDOW- LMI � 4 w INSTALL4TIONANCHORAGEDETAUSO m U u_ a QN D a GENERAL NOTES: 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 ui BUILDING CODE(FBC)tINCLUDING THE HIGH VELOCITY & 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVEACORROSION RESISTANT COATING. a HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS.USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS 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 �a MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR $r v1 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE Ir a UPON SIGNED AND SEALED TEST ANDREPORT# NCTL-110.11507-1 DATED 08/20108 AND � 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE � Y Luo ` ASSOCIATED TROSIFOL.INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK 3 9 z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM O.=m O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE Z O F- ® WHERE SPACE OF 1l16INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHAD.BE INSTALLED IN TESTING PROTOCOLS TAS-201,TAS-202AND TAS-203. 8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS ANDANCHORS SHALL w a a Z 5 N ,..z . Q Q; 3,THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTDt E1300.04a1. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS EL J TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE 012 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE V W pO Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS"X"AND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH ANCHOR MANUFACTURER. Z 7 =0 WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: .MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7l8 U'az yE .HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS O:FIXED PANEL ti HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE c 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A IM INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, N �Z _Fs$yl�c RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE.PRODUCT(S) USE 114 INCH W ADVANCED THREA13FORM TAPCONS OF A. WOOD PROTECTION.WODD PRO TEC TION.WOOD- U) 1 S1< R TRANSFERRIG APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING PRESSURETREATED SOUTHERN YELLOW PINE. 1"" I$ STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER A HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST OR ARCHITECT OF RECORD. W000-ONLY FAILURE GOVERNS,FOR OTHER MATERIALS, S.I.I. 1 1121NCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12 1-1/2 INCH 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 m B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF m�' ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 521. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. $ STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 52.2. 21NCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITYOFTHE ENGINEER ORARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSTTY>117 FOR RohartJ.Amomao,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 112 INCH 'Florida P.E.No.49752 8.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS.GENERIC �Dt1I11P11 FOR SPECIFIC SITE.FSIITECONDITIONS CAUSD MAY NOT REFLECT ACTUAL EroNS T WALLFINt HEMINIMUM S INCLUDNGBAND UTNOTSLIM[TEDTOCE �OE .......... INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING O� A1C E MSF•%,pG DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY Pd6 49752 •.`PO ELECT ONE OF THE FOLLOWING OPTIONS: A OUTSIDE HVHZ:REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT i SITE SPECIFIC DOCUMENTS FOR USE WITH THIS STATE OF ,'� DOCUMENT. Rom;C1'02.49vf ZS I ^N,(C+'~.< B.INSIDE HVHZ:REQUIRE THAT A ONE-TIME SITE ,q"dnplglug w8.h the plod`>»` SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED Rnid!ng Curie lr �me I FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL, TABLE OF CONTENTS "'"yp;ce No I 'O 2111110% SHEET REV. SHEET DESCRIPTION Ex;1ea1'a+s Rafe tow . 1 F GENERAL AND INSTALLATION NOTESB,gv 2 F ELEVATION AND ANCHOR LAYOUTS x'�umy£^sQa -- PRODUCT PRODUCT RFVLSM as cemPiymg wilh the Florid. 3 F VERTICAL SECTIONS Building Code Acmplmoa No �-0172.9 j 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING E<pi. Dat 5 F CORNERDETAIL 6 F COMPONENTS AND BILL OF MATERIALS ±55.0 LARGE MISSILE By. IMPACT Mi.m Dade Prod�rot i 7 3/4"MAX FROM s CORNERS@ HEAD i;<SILL 12"MAX.O.C.(TYP.) @ HEAD&SILL ti FROM PARTING 121/2"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL 4 W 8 114"MAX. z mm FROM PARTING STOP CORNERS(TYP.) 0 a 5 1/2"MAX, FROM FRAME CORNERS(TYP.) 13" n 12" O.C.TYP. O X O.C.TYP. to- l- 4 g N 74"MAX. 3 F FRAME WIDTH r W o$ 34 8/16" 33" ° ¢ o r MAX. MAX. INSTALLATION D.L.O. D.L.O. ANCHOR(TYP.) z� F n z 63" I a c3 w°.ted' I MAX. " o FRAME PARTING STOP w L)v HEIGHT ANCHOR(TYP.) �6"MAX.O.C.FROM ° o ���¢g FRAME CORNERS(TYP.) a Q d$ 58 3/4" B C STEEL REINFORCEMENTZ N E .s N. MAX. 3 3 FIXED W/{2)EVENLY 3"MAX.(TYP.)@ HEAD&SILL D.L.O. SPACED METAL SCREWS FOR WOOD SCREWS © a11 u 4"MAX.(TYP.)@ HEAD&SILL $ FOR CONCRETE'SCREWS ~"F — a�€mLL Fo ii F 3"MAX.FROM C.L.(TYP.)@HEAD&SILL© Rnnert J.A.o .P.E. D FMritla P.E.No.49762 4 6"MAX.FROM C.L.(TYP.)@ HEAD& •1punnjp.. E i 3 Da 57112" SILL FOR WOOD SCREWS: �•••••�•SAES qo,�� 4 O X 4 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& e.��`�Q:•��GENS O.pG D.L.O. SILL FOR CONCRETE SCREWS. Q Q:'• No 49752 °`r ANCHOR LAYOUT G p STS �iw T uSTEEL T li REINFORCEMENT EXTERIOR VIEW Nit 16NA��N••• 1 1/2"x 114"WEEP HOLE rEisF A 2 5/8"FROM END(TYP.) �khPRODUCT REvISED Pntsaa `iu"moy Co-Ot cum .cttepu"re Poo �im'mg Code 3 fG'a(1lrelivJ ST"fe 2�V apl®ce Tb 2 i ELEVATIONnn , EXTERIOR VIEW Nunn i rPna3uct N F, ndePrtiduct ( j 1 ONE BY WOOD i3 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) EDGE ^ WOOD BUCK PROTECTION BY 1 GE DIST.MIN. F EDGE DIST. OTHERS (SEE INST. NOTE BY OTHERS TWO H WOOD BY OTHERS T1A) si;. ' v va b ERS d CONCRETE BY OTHERS 4. ,v o v v EXTERIOR FINISH (SEE NOTE 4, SHT. 1 j $ (SEE NOTE 4, SHT. 1) t;v v v v Q 1 1/2" MIN. BY OTHERS !?; �- w ❑ 10 v d a a EMBEDMENT #8 X 1 1/2" a w� �S; .t WOOD SCREW , 1 1/2- MIN. c ¢$ o #8 X 1 1/2" .R ,,,�? EMBEDMENT °a WOOD SCR 14 ;',�! '• 14 #8 X 1 1/2� 14 EXTERIOR FINISH 1/4a MAX WOOD SCREW c. ' 1/4" MAX. �O 10 SHIM SPACE BY OTHERS SHIM SPACE PERIMETER CAULK 10 BY OTHERS 21 PERIMETER CAULK m 1 6 BY OTHERS Q❑ 10 0 o 5 87 cc t 8gFa 2 U 4 WINDOW > Lua 5 g HEIGHT :co) iZ U_'�-Z C) N 16 15 2 P 4 vi=¢row -' Z¢aaw }} 16 15 °-C7w��& a ry�VERTICAL SECTION o A CaNCRMESUeS•PHA•JE oUN OFERAHLEPA3SHowN, w Or sw WINDOWEXTERIOR F=SUMAR INTERIOR EXTERIORINTERIOR z o g w> HEIGHT SEE GLAZING VERTICAL SECTION C4 W �go _ DETAIL 2 C w000saestxwiE w SHEET 3 15 OPEFAHLEPANELSHOWN. Fw Igm`s_ 16 FEM Smm.AR V n 9 a 8 2 27 INTERIOR � m 5 21 11 9 2 8 18 4 15 1 Robert.J.Arr—o,P.E. U 6 Florida P.E No.47/62 22 24 ����`��JAMES�q-,i,� I f PERIMETER CAULK 1Q 23 %Q,`�P•��GEAMs . fI BY OTHERS 10 (3 14 14 #8 X 1 1/2" 21 No 487 2 #5 X 1 1/2" Q WOOD SCREW WOOD SCREW 14 O 1/4" MAX. 77 SHIM SPACE ❑ ❑ STATE OF .kJ EXTERIOR FINISH----_ BY OTHERS CONCRETE BY OTHERS a 4 a 1 1/2" MIN. "'floe fl�a'110% ` L (SEE NOTE 4, SHT. 1) "j'a a o o c'.` a EMBEDMENT 2L t ONE BY WOOD o cc �' a 15 18 16 25 eplyud�� P comply wflh9w) BUCK BY OTHERS 1/4" ITW TAPCON 13 1 1/2- MIN. g6�0a � � (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR aeceptasce N®1S'�I(!.D¢ Halpla"de, EDGE DIST. EXTERIOR EaplratloappfG F• pisiiot; of •D12�1.12 VERTICAL SECTION E"D1te"°°Da1 1 I WooD BUCK PRorEcnonl A �N�g�es•�A�H D HORIZONTAL SECTION �, y BY f BY OTHERS (SEE INST.. OPMOA[EPANHL SHOWN, 4 0 PtnAo cC hiiAm Ade 60 NOTE 11A` 17DMSD&LAR I � i 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW Q #8 X 1 1/2" 1q SHIM AS 14 WOOD SCREW 1./4" MAX, REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN SHIM SPACE 15 16 3 7 6 10 1" MIN. EMBEDMENT - MASONRY EMBEDMENT 10 1 19 17 15 INTERIOR 1H 1/4" ITW TAPCON INSTALLATION ANCHOR SHIM AS REQUIRED °w �U V 1 1/2"" MIN, EDGE DISTANCE — CONC. o� #12 WOOD SCREW:12 Q 2" MIN. EDGE DISTANCE — MASONRY o INSTALLATION ANCHOR Q CONCRETE OR MASONRY 7/8" MIN. Q BY OTHERS EDGE DISTANCE V ' Q V (SEE NOTE 4, SHT. 1) ISOLATION MATERIAL BETWEEN a M 0 2 8 21 23 0 91 WOOD BUCK & MASONRY 3rii a TWO BY WOOD : •",•4+ O O OPENING BY OTHERS ooQ a o M FRAME BY OTHERS x r zz ^g w (SEE NOTE 4, SHT. 1) ONE BY,WOOD SHEATHING ` - x r° BUCK BY OTHERS ao SBY OTHERS t Q a (SEE NOTE 5, .SHT. 1) Q o� 20 15. EXTERIOR "5 1 10 y9lyy #8 X 1 1/2" #8 X 1 1/2" z o _�f w 5 gm WOOD SCREW 14 10 ERIMEiER CAULK PERIMETER CAULK 14 WOOD SCREW J ¢ooN z EXTERIOR FINISH BY OTHERS BY OTHERS a BY OTHERS EXTERIOR FINISH SE 0 +aryl HORIZONTAL SECTION BY OTHERS = R E' wOOUPRAMESOESTRAIE HORIZONTAL SECTION di o v Q'D(BD PANEI.SHOVlN, 1� NNCRMIMASONRY SUBSIiU'CS W 2�:oz =I- OPERABLE PANEL SMM A,R) (OPERRALEPANELSHOWN, a'Q��O =DPANELSWEAR) cc u1 E J 7/8" O.A. LAMINATED GLASS CONSISTING a~ 'i N m O15 OF: EXTERIOR LAMINATED GLASS — IL (2) 1/8' ANNEALED GLASS W/ 0.090" a _ dmLL' KURARAY AMERICA INC. TROSIFOL INTERLAYER, 0.39"AIRPSACE W/ t a DESICCANT MATRIX STEEL SPACER, R"Lart J.Amo"w,RE INTERIOR 1/5"TEMPERED GLASS Fiala P.E N.4D752 15 \ \15 oNt" f'P��26 A pAo ERIOR , �icEN�Fpy 2 INTERIOR 0 G tr 49752 :o 17 1/2" _ Into .� ' EXTERIOR Ri GLASS SITEINTERIOR 1/2" GLASS BITE ST 4f I 1 27 8 a^ewnly"i with'V7P.fti oDUCPREVISED i to ar agli ng whir th¢1+IraLGa ce ;9yina wish'We Flondn GLAZING DETAIL 1 GLAZING DETAIL 2 z; `• w m,.�rw 1 -0124.aZ f t aSy .%;rtY2 W20 S:otitni JL7 tom, ft � J?:� �d:€'!aril�'(:urtr�w '' f e3e.izaCacf I WELDED MITERED a CORNER CONSTRUCTION o IL10 V 0 D �� 1 O � som o Z! Z w a ,. W 4 � 2"0:C, (TYP.) z 00 oaa 14 zmLu 0ix i LuJx .U Lu or Lu ® �TILT LATCH 0.176^ STEEL-ZINC COATED ELL 4 - 0.323' a a SHIM °"345^ 0.205^ CORNER DETAIL RobrWa Nnwa a.52 Florida PX_N.49752 NOTE: 1X PT WOOD BUCK 0.709' .709 ���Vsrrenrrgrrri 0.377" PARTING STOP EXTERIOR PERIMETER BY OTHERS 0.166° , .�ptJ1E5 q�oy�`, D.377" .v�CEIVS ._QG TO BE SEALED TO 1X PT WOOD BUCK 5 s22' 1.906' z:zs0^ : No 49752 :`Po WITH SIKA 551 SILICONE 0.889" ❑ = W`I �•� 0 0.803' 1.067' O� SPATE' OA..:4j 1.012' 0.709" a t1iN1- 1 0.157' 0.544" RQfT�JL'I'13F71r^.1(� Pitmicr RMSED I t rs ci.;gpt;?sn;n@0 fke.Fad414 a_mpiyin@wi.h the.Flac�d7 f g7fd:r.7 rmli bmlGag Code I k"ma:G•nn:P%a I y AccLPt:T5C2k0 I.ic 12 S1NSC 4o L (!I sag_ }Sy r'Ji�7or 14pd:^roRvc'r i:°!i i�- si I s I f i Q MAIN FRAME WEEP HOLES(SILL): 0 SASH FRAME GLAZING STOP-OPERABLE LTTE WHITE RIGID PVC 1/2"X 1/2"EACH END(INT.TRACK) WHITE RIGID PVC GLAZING STOP OV/HANDLE 0 WHITE RIGID PVC m 112"X 3/8"MIDSPAN INT.TRACK) 0.068"THK.. WHITE RIGID PVC 0.070"THK. ( 0.055'THK. m 5/8'X 3/8"EACH END(EXT.TRACK 0,055"THK. 5/16" o 4 3/16" 1 11/16 q—T 15/16r U " w 1 9/1 6" (- --I1 1/e I--5/16" a Ea 2 3/4" U O SASH COVER 17 GLAZWG STOP-FIXED LITE 19 PANEL STOP I FRAME COVER Q° WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK. 0:070"THK.pi 1 D.050°THK 5/16" + _1 Y�Q lcr 5/16" 1/2" 9/16" %ldl g(:ude m 4a�m,4.eHoI -O. ).04. �-3 1/4' _r Expi&taea.Sh:¢c gp L - I a Q g a O 1 3/8" 1 fly. �I 1 5/8 I z v' 3�� � ""11 dsdia54�a15Fc Cv :� a< o w O POCKET COVER ' o Cr s POCKET COVER (� a '�' (EXT.TRACK) O (INT,TRACK Q TILT LATCH BILL OF MATERIALS WHITE!RIGIO PVC STEEL-ZINC COATED REM# DESCRIPTION MATERIAL SUPPLIER a a o m WHITE RIGID PVC ¢ N z 0.070"THK. 1 MAIN FRAME WHITE RIGID PVC ••EFS a 0 2:1 s 0.070"THK SEE SHEET 6 2 SASH FRAME WHITE RIGID PVC ••EFS CL�.f m 3 GLAZING STOP WITH HANDLE *.y g c i WHITE RIGID PVC "'EFS m 4 GLAZING STOP OPERABLE LITE ++EFS w°¢x¢ 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC -EFS w U R z j / 6 POCKET COVER.INT.TRACK WHITE RIGID PVC +"EFS o wa a 7 SASH COVER WHITE RIGID PVC •`EFS " ¢0_ 1 WEEP HOLES: B REINFORCEMENT(SASH FRAME)16 GA STEEL ALLOY 100811010' REGENCY PLUS;INC. w , s 1 7/8" 3/4"X3/8"EACH END 9 INTERLOCK COVER WHITE RIGID PVC ••EFS vp p n3 1/4"X9116°MID SPAN 10 PARTING STOP WOOD PT SYP G=0.55 MIN. a a m ( INTERLOCK COVER © REINFORCEMENT 11 CAM SWEEP LOCK g KEEPER STEEL TRUTH i8 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEL 0:070"TH WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 1/4"ADVANCED THREADFORM TAPCON STEEL ITW E K STEEL 0.066"THK. 14 #8 X 1 1/2"WOOD SCREW Oman THICK STEEL — Rob edJ.Mm,uco,P.E. i_ Fy=30-50 SKI 16 71W OA INSULATED.GLASS(SEE GLAZING GLASS EDGESEAL Flodda P.E.N.49752 ] 7DETAIL ON SHEET 4 �� rq Fu-375-68.7 KPSI ,,,._,-i ) ���ae�oerri 15/16" 16 SIKAFLEX552 SILICONE SIKA `�°°`��JAMES M", ° ° 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "EFS ���.°�\C ENg� I-1 3/4" /16"� 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS N0 49752 19 PANEL STOP/FRAME COVER WHITE RIGID PVC '•EFS ° r_--t 20 POCKET INSERT FIXED PANEL WHITE RIGID PVC EFS Zh2 LW' 1�"�Mo : 25 � 10 PARTING STOP REINFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF .W WOOD -2 1,/16" 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G �i et(0 R 1 pP: FIXED MEETING RAIL 23 HURRICANE TILT LATCH(1057 EW)(SEE.NOTE BELOW) STEEL-ZINC COATED VISION IND. moo,�'°y+ q1�o° STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI �a �j a 0.050'THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. I STEEL ALLOY 1008/1010 REGENCY PLUS,INC, Fy=30-50 KSI FIXED PANEL 2s ENDUR 9:8 SS SPACER I STAINLESS STEEL CARDINAL Fu=37.5-68.7 KPSP WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB-8K 125.02&026 NEOPRENE FRANK LOWE 0.060'THK NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER xooucr i Wu�4S 1 1/2" ro -I— L�FRAME.NOTSHOWN IN DRAWING, I.lldikg n@ �� 13/16° [I.Odu�g Coda15/16" I I � -022.!YJ— 'ASTM AA1008A/A109 EFS:ENERGI FENESTRATION SOLUTIONS3/4" 1 1/B" USA,INC.,PER CURRENT MD NOA. d,,i ade Prodw