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HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-DADS MIAMI--DADS 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,lilt. 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 a 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 ths 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 ' ojuding to a c' u c e oe DESCRIPTION:Series 115405"White PVC Horizontal Sliding Window- PROVAL DOCUMENT: 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., 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. MISSIFLE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the irianufacturef 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 MLAMI-DAoe COUNTY Expiration Date; July 22,2020 Approval Date: October 11,2018 Page 1 i Regency Plus,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS' 1. Manufacturer's die drawings and sections. (Submitte.d 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. 18-0,122.12) 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 20.2-94 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 09/05/08,signed and.sealed by Harold Rupp;P.E. (Submitted under NOA No. 084210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5te Edition (2- 014), 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. 17-1.114.14 issued. to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 0-1/18/1.8, expiring on 01/08/19. 2. Notice of Acceptance No. 16-0711.03,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 02128/18. Manuel Pere , Product Control Ex T 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 f F. STATEMENTS 1. Statement letter of conformance,complying.with,FBC 6t'Edition (2017),dated January 8, 2018,. prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted uuderprevious 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 - 41.04 Expiration Date: July 22,1010 Approval Date: October 11,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. 'NEW EVIDENCE SU13NUTTED A. DRAWINGS: 1. None B. TESTS 1. None C. CAL.CULATIONS L None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No., 174114,14 issued to Kuraray America,Inc:for their "Trosifolg 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 03/0.8/18, 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 06/12/1.8 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, issuedto:Regency Plus, l w. fortheir Series "5405"`White PVC Horizontal Sliding Window:—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This.i8 a one year approval, subjected to successful verification test. Manuel PeFez P. . Product Control txamine NOA No.1 4 Expiration Date: July 22,2020 Approval Date: October 11,.2018 E-3 REGENCY PLUS, INC. L11PACT SERIES 5409 HORMON7AL SLIDER WINDOW- LMI � W LVSTALL4TI0NANCZf0RAGEDETAUS O 0 U u_ W F� ynI a ¢n B O n. GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST 13E 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. m uJ a HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS -' O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBEROF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO z w MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR �$co 2 THE PRODUCT D W DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE ~a UPON SIGNED AND SEALED TEST REPORT ® 72 GLAZING INTERLAYER KURARAYAMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE } O O NCTL-110.11 S07-1 DATED 08=108 AND ASSOCIATED TROSIFOL.INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK l Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN -NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/41NCH.SHIM'. t)2 m O ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN Z.2 TESTING PROTOCOLS TAS-201,TAS-202DTAS-203. 8.NOT USED, SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S PLASTIC OR BETTER. 0.a a INSTALLATION INSTRUCTIONS AND.ANCHORS SHALL 0 Fp IL O a y 3.THE PRODUCT HAS.BEEN EVALUATED FOR CONFORMANCE ®9,GLASS MEETS.THE REQUIREMENTS OF ASTM E130"4a1. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS IL - 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 >-yM p Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'X'AND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE T 1121NCH ANCHOR MANUFACTURER. m =p 4 WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 O p p .HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL ,"SS 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS iL-�t=m O:FIXED PANEL HEREIN.ARE BASED ON SUBSTRATE MATERIALS WITH THE ���Vi� 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE 1 FOLLOWING PROPERTIES: F3 Lu w LL g MASONRYAND 2X FRAMING AS A MAIN WIND FORCE 11.A 113INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE!:MASONRY, .w W &9 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED iN THE DESIGN OF THE,PRODUCT(S) USE 1/4 INCH ITIN ADVANCED THREADFORM TAPCONS OF &A_ WOOD PROTECTION,WOOD PROTECTION.WOOD- UT 1 `s 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. �j { STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER m HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.7. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST Q c'1 OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS,.FOR OTHER MATERIALS, 5.1.1. 1 112INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS m APPROPRIATE SAFETY FACTORS PERTHE APPLICABLE 5.12. 1-1121NCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. K t f 5.1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE L S. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. R STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.W AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 2 INCH MINIMUM EDGE DISTANCE &C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT I MEDIUM WEIGHT WITH DENSITY>117 PCF. RahertJ.Am-.P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 112 INCH 'Flodda.P.E.No:497V WOOD SCREWS, ttL��toi�� 6INSTALLATION GENERIC ANDMAY NO REFLECT AACTU HEREIN L CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE FOR SPECIFIC SITE.IF SITE,CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO �<t,•��C E NS .�9G,' INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. . O DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY Td0 49752 n0 ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ REQUIRE THAT A LICENSED I ; ENGINEER OR ARCHITECT PREPARE AND SUBMIT : STAi'E OF SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a T•tA` p.:��� I DOCUMENT. AT A ONE-TIME SITE 'RQiK/1Ci'Ran Q�h tte' [its ��fi`�-;•<O R 1 Q•'��o�� f B.1SPECIFIC APPROVAL NSIDE HVHZ:REQUIREBE APPP IED FOR AND OBTAINED - 4a id!na G' / "I 9% I ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL _ TABLE OF CONTENTS 9 :���No I ' SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES Ry��L{.k'JL L 2 F ELEVATION D ANCHOR LAYOLITS / ¢ PRODUCT RF ISM holh tt Fbnda 3 F VERTICAL SECTIONS Building Code Accepuwao No B-0122.12 � 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING E<Piratioo Dal g 5 F CORNERDETAIL 6 F COMPONENTS AND BILL OF MATERIALS ±55.0 LARGE MISSILE PY IMPACT h4i. Dadc Pwdm i 7 314"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) @ HEAD&SILL @ HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) g STOP CORNERS @ HEAD&SILL 4 W 8 1/4"MAX. a t m FROM PARTING w o �STOP CORNERS(TYP.) 3 <N 0 a 5 1/2"MAX, FROM FRAME CORNERS(TYP.) ' 13" ii 12" m O.C.TYP. O ' X O.C.TYP, o S g N 74"MAX, FRAME WIDTH it > w.0 343/16" 33" ii a �} MAX, MAX. INSTALLATION ii i 2 ti a o D.L.O. D.L.O. ANCHOR.(TYP.) a n=�n�a z y z 63" ' It -H >.t-LUmo MAX. 0FRAME PARTING STOP w a E HEIGHT ANCHOR(TYP.) �6"MAX.O.C.FROM W a o ��IS"g " FRAME CORNERS(TYP.) ��w� 2I e M B C STEEL REINFORCEMENT eV wUJ 3 3 FIXED Wf(2)EVENLY 3"MAX.(TYP.)@HEAD&SILL Fw 1flf D.L.O. SPACED METAL SCREWS FOR WOOD SCREWS 4"MAX.(TYP,)@ HEAD&SILLA hem FOR CONCRETE SCREWS — �a gN Fo ii p t7jFROM C.L.(TYP.)@HEAD&SILL© aohne J.amo um,PZ D 3 4 6"MAX.FROM C.L. TYP. @ HEAD& Fl°^°aa.e.rvo,astsz 57 1/2" SILL FOR WOOD SCREWS 4 Q n X 4 MAX. 7"MAX.FROM C.L.(TYP.)@HEAD& .•"�`�;���ENSF':,^+G n D.L.O. SILL FOR CONCRETE SCREWS. Q Qp' mo 49752 s ANCHOR LAYOUT ��w. STEEL F REINFORCEMEN EXTERIOR VIER!REINFORCEMENT R,RP,�\; /� vvvre"oON AL _ 1 1/2"x 1/4"WEEP HOLE A y1 I'r aan2=➢d �tuw 2oDucr RENIBED 2 5/8"FROM END(TYP.) ��nsCo �s�auuvi"wa '.u'u'.og cede qq.. "complyug with the F7m;Aa 3 s,wp"n,era"f8 i / �2D2D n��u ra1 -Dr .r i ELEVATION €x�trau�o-m F'�ti °w EXTERIOR VIEW N dc vna cc ( � I I ONE BY WOOD t3 1/4" ITVJ TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 1 1/2" MIN: EDGE DIST. (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION BY EDGE DIST.e SHEATHING TWO BY WOOD S OTHERS (SEE INST. NOTE BY OTHERS 11A BY OTHERS ` b b (SEE W NOTE 4, SHT. 1) ~ CONCRETE BY OTHERS vv -v v v /� EXTERIOR FINISH T�v (SEE NOTE 4, 'SHT. 1) v� . a a v v a 1 1/2" MIN. BY OTHERS ;i W p�` 10 ^ v o EMBEDMENT #8 X 1 1/2" '�>,c� 1 1/2" MIN. a .;`i WOOD SCREW EMBEDMENT / 14 14 8 X 1 1/2' 14 IL 'WOOD-SCR ,1•�•; .. �.x,:-' WOOD SCREW EXTERIOR FINISH O 1/4 MAX. 10 S IM"SPACE BY OTHERS SHIM SPACE 2 BY OTHERS i0 PERIMETER CAULK �°� � 10 BY OTHERSI 61 PERIMETER CAULK �� o Qo z o �1 5 u I(j s 1 � 5 wwootiv < W $ 2 iJ 4 5 8 HEIGHT SIG N nI/ bC7m z a m 16 ib 2 `�V 4 y=¢FQ y P -" �QaoW� i 16 - 15 ..g-i ROD VERTICAL SECTION m OPERABLE P�SHOWN, W� WINDOW FXTFs14B (�) MOMSum:nR INTERIOR EXTERIOR INTERIOR ttg co HEIGHT SEE GLAZING C VERTICAL SECTION N W DETAIL 2 WOODSUBSMATE lu 16 SHEET 3 15 OPEeABLEPANMSHOWN. w F 18 s_ DO SO.m.AR E 9 4 a 2 27 6 INTERIOR 5 a /] 21 11 9 2 B 16 4 15 1 R 6 Robert,J.Amm 'P.E. . llll Merida P.E No.49752 22 ,`�xriponp�s�, 24 23 ,��� q JAMES 4f"I PERIMETER CAULK 10 p�FQ ��GEAIS•.09'y 10 O: F•.G BY OTHERS Qo 14 WOOD SCREW 21Qt No 497 2 tso #8 X 1 1/2" 77 �a ! WOOD SCREW 14 ED 1/4" MAX. Q SHIM SPACE Q ril STATE i EXTERIOR FINISH :. '''�i s: o �C OF m 8Y OTHERS CONCRETE BY OTHERS---"' o a 1 1/2° MIN. 1 9�N�`4`, ` I (SEE NOTE 4, SHT. 1) e� a " o " EMBEDMENT ONE BY WOOD T c a 15 18 16 25 g+ 6i3 1 14zDib PRODUCPRMSM BUCK BY OTHERS 1/4" !1W TAPCON 13 1 1/2" MIN. 8 n� & d$-03U.0¢ E °'re `yie h the P krida (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR EDGE DIST. EXTERIOR ExpIAtioaDatt ExcepimweNol •b114.12 8Y frauoo Dar WOOD BUCK PROTECTION A VERTICAL SECTION D HORIZONTAL SECTION �, I CONCR.F155RBFIRATE ' BY OTHERS (SEE INST. OPERRALE M&m D Ptodtii4 Ni(am' odo kl NOTE 11A 1 1/4' MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW Q #8 X 1 1/2" 14 SHIM AS 14 m WOOD SCREW 1/4" MAX. REQUIRED 1 1 1/2" MIN. EMBEDMENT — CONCRETE a 1 1/2" MIN SHIM SPACE 15 18 8' 7 6 10 1" MIN. EMBEDMENT — MASONRY r EMBEDMENT to 1 1s 17 16 11Y�@LQB 13 1/4" ITW TAPCON INSTALLATION ANCHOR d w SHIM AS REQUIRED p- 1 1/2"" MIN, EDGE DISTANCE — CONC. #12 WOOD SCREW 7P q p 2" MIN, EDGE DISTANCE — MASONRY � w INSTALLATION ANCHOR CONCRETE OR MASONRY 7 p 7 MIN. ? p 'V (SEE NOTE 4, SHT. 1) EDGEE DISTANCE BY OTHERS D J 4' .Q` ISOLATION MATERIAL BETWEEN a D 2 8 21 23 o p p• WOOD BUCK & MASONRY 3rii a TWO BY WOOD F OPENING BY OTHERS om: Q o &3' FRAME BY OTHERS .r::ir:•-t; 'g LV �O Q ONE BY WOOD Ir (SEE NOTE 4, SHT. 1) s'"s+� :.;t,to T^ti �._., �.., .'a+�.y BUCK BY OTHERS av SHEATHING + + V Q (SEE NOTE 5, SHT. 1) a o,e BY OTHERS 20 EXTERIOR 5 1 10 #e X 1 1/2., ?._,1- 14 #8 X 1 1/2" WOOD SCREW 14 to ERIMETER CAULK PERIMETER CAULK WOOD SCREW of=¢go m y z BY OTHERS BY OTHERS n 0 € EXTERIOR FINISH EXTERIOR FINISH w RZ BY OTHERS HORIZONTAL SECTION BY OTHERS z mo E WOODPRAAESUBSTRATE HORIZONTAL SECTION Uj L)o u� O Q••=PANELSHOWN, r CONCIi6C8 IMASONRY SD85RtATS Lu J yO j,� OPffitAB7EPAN�:S (OPERHALEPANELLSHm OWN, T- E 4�FIODPANEL W 40 a NQ %fill 7/8" O.A. LAMINATED GLASS CONSISTING 15 OF: EXTERIOR LAMINATED GLASS — 46 (2) 1/8' ANNEALED GLASS W/ 0.090" �N KURARAY AMERICA INC. TROSIFOL C a2" INTERLAYER, 0.39" AIRPSACE W/ 6 DESICCANT MATRIX STEEL SPACER, Robed)Arno Pa INTERIOR 1/8"TEMPERED GLASS Rodd.P.E.N..4e752 %—OR 26 ,�E 76 2 / 26� ` ............. �pEN DpGy \ INTERIOR _ No 49752 Po 17 GLASS 2BITE[ 41 A EXTERIOR i INTERIOR 1/2" GLASS BITE STATE CF &J �FS�G O R 1'D p 1 27 A 4 16 27 6 ® '¢8Q7Qfl:'t'SfSR7ESV� ODUCr REVISEZt i a cwutaFiag Wfl,tw P&Aft —44yiug wiN,L' r•7aridn GLAZING DETAIL 1 I GLAZING DETAIL 2 p4- 4,Idma co'k r- , [ IW! -0129.{Q FQn�p'y, y I :rrdr•^7C11't'<:GKt r w cterixfecr i I !I m � WELDED MITERED CORNER CONSTRUCTION 1 0U 10 W oA � o v! ir ¢ ° a Yp o = Q Q 2"O.C. (TYP.) �,¢a a z� J yz af9yjCU & 4 14 z QXX �oU'�O U.N� U A g N W 2 ui cn t © VR ©TILT LATCH < V" 0,697' STEEL-ZINC COATED 0.176" 0.323" a 4 SHIM O.1 - O•206" Roberti Am o.P.F_ CORNER DETAIL I L Flodde P.E No.49752 NOTE: 1X PT WOOD BUCK o.1s6"� O.37r ❑ 0.709 PARTING STOP EXTERIOR PERIMETER BY OTHERS ��•��Q���osNp�1p�°Q°�, TO BE SEALED TO 1X PT WOOD BUCK 0377" 1.906" 2.260^ ❑ Q°;' no 49752 tro i WITH SIKA 551 SILICONE 5.s22 I 0.669^ ❑ 0.603^ 1.067' ❑� a �:,•• S7A t�OF :��` 1.012' . 0.709" ° S e D.157'� t 0.544" j RfH1t1S'7'A674'3YC�33' PRojXjCr REVjS® rs ai.Y;;t?iu;�wi4$o fke Fkm46[E u..ea:oB with the Floc?[1A ( I 4rs4Ci:7,4:JuLe (3o7dhY6 Cod, •actrrrJsn:P;s 1$•• y Accapfan�Cy�N�u� l2 I P:.'pb':A:Yn!EnSty` xP L Lhw e'lY:ov)enti:7eoJiver c. T9i our. titc I i Qi MAIN FRAME WEEP HOLES(SILL); Q2 SASH FRAME GLAZING STOP-OPERABLE LITE C WHITE RIGID PVC ( WHITE RIGID PVC 3 GLAZING STOP W/HANDLE O WHITE RIGID PVC m 112"X 1!2"EACH END INT.TRACK) O, 0.070"THK. 1/2"X 3!8"MIDSPAN(INT.TRACK) O,OfiB"THK. WHITE RIGID PVC 0.055'THK ? 3 518'X 318'EACH END(EXT,TRACK, 11 -[� - 0..055"THK s" - n 4 3/1 6" 1 11/16 ulll- -I� 1" —�-s" 4 e ull a 2 3/4" O SASH COVER tt GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVERIL QC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK D.070"THK. 0.050"THK 5/16" 'storAfcr Rw mu 5/16" m okr 002rtwim 9/16" 9dfdiu6l ode c 4cc[i t£4 P f 0 ).0 Q 3 IL t 3/8" } 1% ��— r•.x,lraticb tr e• g0 0 ---jjj �---1 5/8"� 6r? � O POCKET COVER OPOCKET COVER (EXT.TRACK) BILL OF MATERIALS o TRACK) TII.T LATCH =m WHITE RIGID PVC ITEM 9 DESCRIPTION MATERIAL SUPPLIER WHITE RIGID PVC STEEL-ZINC COATED y.=< ti ' 0.070°THK. 1 MAIN FRAME WHITE RIGID PVC ••EFS m 0.070•THK .1 0- SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "EFS ° D tli 2 mo 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC ••EFS z( 0¢ ^ ¢ 4 GLAZING STOP-OPERABLE.LITE WHITE RIGID PVC "EFS 1 1/16" 1 t/16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS uas �,Z U^ $ 6 POCKET COVER INT.TRACK)— WHITE RIGID PVC "EFS S Q1 z 0� 7 SASH COVER WHITE RIGID PVC ••EFS za WEEP HOLES: wm -5 1 7/B"-. W { 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010' REGENCY PLUS,INC. mc) 1 7/8"- 3!4°X 3/8"EACH END 114'X 9116'MID SPAN 9 INTERLOCK COVER » ¢� �s.9 WHITE RIGIDPVC EFS o 10 PARTING STOP WOOD PT SYP G=0.55 MIN. N i O INTERLOCK COVER REINFORCEMENT 11 CAM SWEEP LOCK 8 KEEPER STEEL TRUTH U- `E m m E 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL — WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 1/4•ADVANCED THREADFORM TAPCON STEEL ITW 8 0,070°THK STEEL i 0.066"THK 14 #8 X 1 1/2"WOOD SCREW 0.050"THICK STEEL — Robed J.A—1 d,P.E. I Fy=3D-50 SKI 15 7/8"CA INSULATED GLASS(SEE GLAZING GLASS EDGESEAI DETAIL ON SHEET 4 s 15/16" Fu=37 5-68.7 KPSI 0 16 SIKA FLEX 552 SILICONE SIKA 1 ) ��Sa({.ES•- ���si� IP-tl �J ���Q'C•,.•• ••.:�dy0 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC •`EFS o��."��C 2 3/16" Is" /t 6" 18 FIXED MEETING RAIL WHITE RIGID PVC '°EFS ND 49752 .O 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC '•EFS 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "EFS 3, ;z 10 PARTING STOP 2s REINFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF �Ui t( 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G ., O F!1 p �� wooD FIXED MEETING RAIL 2 1,/1 s" 23 _ P: r STEEL 24 WEEP OLE COVERS E TILT LATCH(1057 EW)(SEE NOTE BELOW) FLASTIO NC COATED RO'MAI IND. fa���$lONA ,ag1Ge� 0.050"THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA SFEELALLOY 10D811010 REGENCY PLUS,INC, Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD(SETTING BLOCK-2NB-8K 125-028-026)I NEOPRENE FRANK LOWE 1 1 2„ 0.060°THK NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER I ODUCT REVIS1b / wmPtT.g u 15 16" 13/16" ®FRAME.NOTSHOWN IN DRAWING, Building code L / A"p .D1.2! �— •ASTM A-A1008A 1 A109 EFS:ENERGI FENESTRATION SOLUTIONS M ---�-5/8" 1/B" USA,INC.,PER CURRENT MD NOA B 1---�--3/4" +an' rd�Prodict pppl 4