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HomeMy WebLinkAboutNotice of Acceptance (2) e' MIAMI•DADE MIAMI--DADS COUNTY MESPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION D P,5-CEIVED T(786)315-2590 F(786)315-25 9 IMF CCEPTANCE OA www.miami as e�ov/economv/economvighway 17851 LST.Lucle 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 DESCRIPTION: Series°G5405"White PVC Horizonta151iding Window-L.M.I. APPROVAL DOC rawmg o. 063, 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 Pro -k- SSILE IMPACT RATING: Large and Small Missile Impact Resistant 10& ^ LABELING: Each unit s a ear a permanent a e with the manufacturer's name or logo, city, state, :1 1 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 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. �r 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 LL 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 Oficial. 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 =M[Afi-�DADE COUNTY Expiration Date: July 22,2020 Approval Date: October 11,2018 Pagel 1%zl r$ 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 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. 17-1114.14 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03,issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors,approved on 08/10/17,expiring on 02/28/18. Manuel Per Product Control Ex4pi>kr 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 61h 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 e- P.E. Product Controlxa iner NOA No."l 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. 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. Manuel Pe z,P. . Product Control xaminer NOA No.IX--MU44 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 a � REGENCY PLUS, INC. a r LUPACT SERIES 5405HORIZONTAL SLIDER WINDOW- UNIT 4 W INSTAUATIONANCSORAGEDETAffS W s a QN 0 a �d GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.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 o o m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE ACORROSION RESISTANT COATING. o o 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 BLOCK AND GROUT FILLED BLOCK,DO Z MIAMI-DADE NOTICE OF ACCEPTANCE INCA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR N w 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE w O 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 6 p Z NCTL-110.11507-1 DATED 0820/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(5). SHELL OF BLOCK fU= 110 O LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM Z 11_ ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN 2 F F TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. 8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS a a Z PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL Q O 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-0401. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS CL F W m 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 V to K p Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS 9C AND'O'STAND FORTHE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112INCH ANCHOR MANUFACTURER. wUQ=O WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 0 p O o G HURRICANEZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS �a2 u�i-a Z P� 0:FIXED PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE �o 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: coy a W MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, w W RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF A WOOD PROTECTION.WOOD PR07ECT10N.WOOD- C1 1g S 8 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 U STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 055 LUMBER MUST d $w OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 112INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12 2 1-11NCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. - t a 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSNE 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 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION522 21NCH MINIMUM EDGE DISTANCE ®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 PCF. RohenJ.Amotu.�.P.E RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 1/2 INCH Ronda P.E.Ne,49752 WOOD SCREWS. %%IMI Lt111/ 8INSTALLATION AREGENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �.,�` M�pMES � FOR ASPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO e� ;�C E IV S .D.PGr� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. • 0I� DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY ND 49752 t�0 ELECT ONE OF THE FOLLOWING OPTIONS: } A.OUTSIDE HVHZ:REQUIRE THAT ALICENSED = ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE OF .�u SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. HVHZ:REQUIRE THAT A ONE-TIME SITE o�wj O''y gwit MeetFIo1Lb� S.INSIDE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED raiding Code D�A%sit ` t FROM THE MIAMI-RADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS 4ccy:a+::e NO -Q I SHEET REV. SHEET DESCRIP71ON EspenNnu D5te 1 F GENERAL AND INSTALLATION NOTES RODUCT REVISED 2 F ELEVATION AND ANCHOR LAYOUTS xi..��R^ "roduel PIriB as eem wish ti.Fbrida 3 F VERTICAL SECTIONS [18.ildi.g�-Pod-t .4 F HORIZONTAL SECTIONS GLAZING DETAIL S CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING -Pil-5 F CORNER DETAIL B F COMPONENTS AND BILL OF MATERIALS 255.0 LARGE MISSILE ia Da ' I 7 3/4"MAX FROM CORNERS(TYP.) @ HEAD&SILL 12"MAX.O.C.(TYP.) o @ HEAD&SILL FROM PARTING 121/2"MAX.O.C.(TYP.) 8 STOP CORNERS @HEAD&SILL W 8 1/4"MAX. €LL FROM PARTING W o ISTOP CORNERS(TYP.) a N 0 5 1/2"MAX. i! FROM FRAME CORNERS(TYP,) 13" m ii 12" 3: 1 S a O.C.TYP. O X O.C.TYP. z c= ° �6TH ii F CN ; < oo" 343/ I d 5 MAX MAX, INSTALLATION i a no: E f D.L.O. D.L.O. ANCHOR(T/P.) „ Zoa 63.. a.0 +N¢° p MAX 0 u) § FRAME PARTING STOP I " o 9 8 Z EIG ANCHOR(TYP.) I _ 6 MAX O.C.FROM s o F I�FRAME CORNERS(TYP.) N u� 58 3/4" B C STEEL REINFORCEMENT 3"MAX(TYP.)@ HEAD&SILL rWnw 10 MAX g 3 FIXED W/(2)EVENLY FOR WOOD SCREWS m D.L.O. SPACED METAL SCREWS © In a � 4"MAX(TYP.)@HEAD&SILL � d��� FOR CONCRETE SCREWS — mLL N a Fo //p PD.�pp 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL© Robed Arty,P.E. 4 3 57 1/2" SI OR WOOD SCREWS. HEAD& `o`aa JP�ES ails,. E it �\G EPlSF'O�G q O , X q MAX. 7"MAX.FROM C.L.(TYP.)@HEAD& ii D.L.O. SILL FOR CONCRETE SCREWS. Q:- No 49752 - G ANCHOR LAYOUT -°9 STATS F' I�w ii ii STEEL EXTERIOR VIEW REINFORCEMENT �,�s`S..... #&florist% _ 1 112"x 1/4"WEEP HOLE 2 5/8"FROM END(TYP.) 9awiga C.& s,u an0u }Iaettt PRODUCT REVISED q, ..PI,gwith We Florida a:�Sm /8- ll•sNo 2020 as la cepol -DP2Wf- Due 3 ELEVATION �r Re EXTERIOR VIEW Mum :PtoddR -o Proava ONE BY WOOD 1 4 ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER 13 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS m (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) 1 1/2" MIN. SHEATHING EDGE DIST. r WOOD BUCK PROTECTION BY EDGE DIST. BY OTHERS TWO BY WOOD g OTHERS (SEE INST. NOTE BY OTHERS A c b ,p v v p W 11A) oo EXTERIOR FINISH (SEE NOTE 4, SHT. 1) CONCRETE BY OTHERS ;,�;� LL ( ) v v 0 1 1 2" MIN. BY OTHERS t w o SEE NOTE 4, SHT. 1 / t r g v d EMBEDMENT #8 X 1 1/2" a w o 8 10 v 1 1/2" MIN. rc r a ,S< WOOD SCREW +:$•T :': EMBEDMENT a o v #8 X 1 1/2"14 = <a• 14 #8 X 1 1/2 14 WOOD SCR :_ `:s'"'`' •T WOOD SCREW EXTERIOR FINISH 1 1/4" MAX 4 10 :? SHIM SPACE SHIM" MAX.SPACE BY OTHERS PERIMETER CAULK D 10m m m BY OTHERS 21 PERIMETER CAULK 1 11 0 3 S BY OTHERS Q� o 1 I o 1 �5 ru6 � � IL 2t Z � •"l � 5 6 1 6 WINDOW > "' 3 2 U 4 5 g HEIGHT �,u,Z ,O 15 16 m 2 �IJ 4 ai=¢Z 'a�i ~ z 0 111 16 15 y C9 LLI B VERTICAL SECTION o a o f 6„ OPPASHOWN, WINDOW FD=s R Fn�osumdo nR 119IEBLQg EXTERIOR INTERIOR HEIGHT SEE GLAZING C VERTICAL SECTION N DETAIL 2 WOODSUES18A713 tLu o ,� sa SHEET 3 15 if OPFRABIEPANEL SHOWN, MOM SDAMAR n m 16 4 � �n$� I 2 27 6 INTERIOR — ANNE 6 21 11 9 2 8 16 4 15 8 (� 11 Robert 1 Anon,®,RE � 1 L(ll U 6 Flo ltlo P.E W.4sIR a 24 ,1 2210 23 ��,`FP�,.......G� PERIMETER CAULK O�- 10 #8 X 1 1/2- 21 �="04gY OTHERS D 14WOOD SCREW WOOD iSCREW 141/4" MAX. 170 � :� } SHIM SPACE Q o ; 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 1/2" MIN. EMBEDMENT — CONCRETE 1 1/2" MIN SHIM SPACE 15 to 3 7 5 10 1" MIN. EMBEDMENT — MASONRY A EMBEDMENT 10 1 19 17 16 INTERIOR13 1/4" ITW TAPCON INSTALLATION ANCHOR 4 d SHIM AS REQUIRED ;9m �m 1 / #12 WOOD SCREW t2 q p� V p 2" MIN.MEEDGE DISTANCE SC MASONRY o 3 W� s INSTALLATION ANCHOR p a ¢- CONCRETE OR MASONRY 7/8" MIN. I`� a Q•Q 'a (SEE NOTE 4, SHT. 1) BY OTHERS EDGEE DISTANCE ���JJI J '•p• �.p ISOLATION MATERIAL BETWEEN ¢ m 0 2 B 21 23 a p p, WOOD BUCK & MASONRY 30 g LL OPENING BY OTHERS o C=J 0 TWO BY WOOD ti- D O off a sa•t•. FRAME BY OTHERS � :.r� J,r p ONE BY WOODS ; F (SEE NOTE 4. ! 1) "r`�i°•,..:�"71 < BUCK BY OTHERS o SHEATHING '}s; " ' ' } i •7 (SEE NOTE 5, SHT. 1) Lu BY OTHERS 20 155 1 10 E�H14@ j :.'� #8 X 1 1/2" WO D 8 X 1SCREW 14 10 ERIMETER CAULK PERIMETER CAULK 14 WOOD SCREW 0 x¢ p z BY OTHERS BY OTHERS _13<a oo EXTERIOR FINISH EXTERIOR FINISH �F W tiz BY OTHERS BY OTHERS HORIZONTAL SECTION "_� : E WOWFFAM SO SSRA78 F HORIZONTAL SECTION 6:0: a (FV®PANELSNOWN ,W�LRbMl A59NKTSE WlRATh ul o �O 5 OPERABLE PANELSQ.mAR) PD®PATII3.5¢.1B.AW g wT- o5. z N U 55 Wy 5,5 7/8" O.A. LAMINATED GLASS CONSISTING ¢z 15 OF: EXTERIOR LAMINATED GLASS — N ��W (2) 1/8" ANNEALED GLASS W/ 0.090" —Ir KURARAY AMERICA INC. TROSIFOL _ 0 LL INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Ro5"rt J.Ate.P.E. INTERIOR 1/8-TEMPERED GLASS Fl.,Ide P.E.N.49752 )31TE 15 „qurrrrEXTERIOR 26 ``2 �:'17 \ lQg No 497521 GLASS2B EXTERIOR I I 1/2” GLASS SITE STATElOF 'V� ..O R l. 1 27 ® 4 \ 16 27 f i 6 rsw�gwT&Vilh FMfre 0DUCr R.VISEZk S.Q6 r,5 yiag CB"�DIY,2 with 16e Fkri� GLAZING DETAIL 1 GLAZING DETAIL 2 _ 1 - oq 'Al—�. 4xeg1_r�_.`'io /�� µ�1 -Old•1,2 L's?fPtli^^SCC: 4,y+20 lin a 1 F ilJ&W ildc Pm,6ttI Cnc' ':Y3e Frod:ct I I Q � a WELDED MITERED a CORNER CONSTRUCTION W 1 10 LL W �A O w a ¢k P O m lo S u / W Q �/�++ rn W 2"O.C. Z n_j J U ai A F (T'P•) a d ZCi Z 14 rFLu a W—W ° 4 WaQLno s ® © Lu TILT LATCH o ° <L o.s97• STEEL-ZINC COATED 0.176' 0.323" - a 4 SHIM o.345• - 0.205• Rncen�.anaueo.rE NOTE: CORNER DETAIL 1X PT WOOD BUCK Fl°Ide P•E f##, 2 0.377 � 0.708• p�u1u,,, 0.166• ���pME5 PARTING STOP EXTERIOR PERIMETER BY OTHERS �•��e�.•�Etis`�oy�., 0.377' \ F••:G TO BE SEALED TO 1X PT WOOD BUCK 1.906• 2.260" • k0 49752 °o WITH SIKA 551 SILICONE 5.622• 0.669• ❑ I �,/ a1� O 0.603• 10I 7C0 STAT O • 0.709 . Qo Ft 1.012. VA1�?Fv 0.157• 0.544' i ROBUG•I'R6NE1vtBiv FRODUcr RMSED 1 o es;rst:lying wird 1w as ra;npaying wish 16e Fludda. Wilding cQ& 4nr�pcm Na 18- Aac;dmcal3u •!•/ .IZ E pvntS:n Dn[a 20 B IJa1c BY. BY �1q1 lm;e^rofm c k1 Fi:s�ei Oi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE GLAZING STOP W1 HANDLE 3 WHITE RIGID PVC 112"X 112'EACH END(INT.TRACK) WHITE RIGID PVC ® WHITE RIGID PVC V 0.070"THK 112"X 3/8'MIDSPAN(INT.TRACK) 0.068'THK. WHITE RIGID PVC 0.055'THK a 5/8'X 3/8`EACH END(EXT.TRACK 0.055"T"HK ' �c w� m�5//l 65/16" F 4 3/16' 1 11/16 - 01 9/16" c a o 2 3/4' Q SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER = Q° WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC !r 1 3/8' 0.075THK 0.070"THK. 0.050'THK r-I 5/16' 1— —1 �ROot1CT -5/16- 1/2" � 9/16" geldingC�odxe� iii m m m I4ectPIRC.No -O .OQ- S f 3 1/4-� —r h�pmi.aaDatc 40 o cpm . 1 3/8- 1" sy ��-1 5/8'- zm e- m i7N.uo1 ade p �S 6 � F O POCKET COVER ©POCKET COVER a o LU (EXT.TRACK (INT,TRACK ® 'TILT LATCH BILL OF MATERIALS ;z WHITE RIGID PVC STEEL-ZINC COATED ITEM 0 DESCRIPTION MATERIA- SUPPLIER =��o m WHITE RIGID PVC fA a o' z 0.070"THK 1 MAIN FRAME WHITE RIGID PVC •'EFS J Q J N m . 0.070'THK SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC ••EFS a c7 w 3 GLAZING STOP WITH HANDLE 0'20 WHITE RIGID PVC •'EFS �¢_ � � 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC ••EFS ' O<LOP 4 1 1/16' 1 1/16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC ••EFS z o w 6 POCKET COVER INT.TRACK) WHITE RIGID PVC ••EFS to z �'2 7 SASH COVER WHITE RIGID PVC ••EFS O1 ¢a 1 7/ HOLES: w� t8$m 8" -� WEEP B REINFORCEMENT(SASH FRAME)75 GA STEEL ALLOY 1008/t010• REGENCY PLUS,INC, o o s 1 7/8" 3/4"X 318°EACH END 9 INTERLOCK COVER WHITE RIGID PVC '•EFS w t v v ° ${ 1!4"X 9/16`MID SPAN 10 PARTING STOP WOOD PT SYP G=0.55 MIN. nQ o¢ OINTERLOCK COVER Oe REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH m 18 FIXED MEETING RAIL 12 #t12 WOOD SCREW INSTALLATION ANCHOR STEEL — a WHITE RIGID PVC SASH EEL WHITE RIGID PVC 13 1/4"ADVANCED THREADFORM TAPCON STEEL ITW 0.070'THK STEEL 0.050"THICK 0,066'THK 14 #i8 X 110 WOOD SCREW STEEL — Roean�.Amauso,PE Fy=30-50 SKI 15 718"O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Fle ida P.E.No.49752 Fu=37.5-68.7 KPSI 13 .%%' DETAIL ON SHEET 4) �0%J1113111% 15/16" �� 16 SIKAFLEX 552 SILICONE SIKA `;O`��JAMES q��i��� T ° ° 17 GLAZING STOP-FD(ED LITE WHITE RIGID PVC ••EFS ......... ENS';.. �-1 3/4' 7/16-T-- /16- 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC '•EFS ` �' Ido 49754 2 Nd 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC ••EFS d 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC ••EFS AAy R� O10 I 21 FlNSEAL WEATHERSTRIP VINYL ULTRAFAB STATE O PARTING STOP 25F .W REINFORCEMENT I 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G WOOD FIM MEETING RAIL 2 1/16-"I 23 HURRICANE TILT LATCH 1057 ......R 1�'•' o� STEEL 24 WEEP HOLE COVERS( EW)(SEE NOTE BELOW) PLASTIC NC COATED RVIOSIONN IND. �'� ' �I��o`�` 0.050'THICK 20 POCKET INSERT 25 REINFORCEMENT FDCED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. Fy=30-50 KSI FIXED PANEL kE26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL Fu=37.5-68.7 KPSI WHITE RIGID PVC ED GLAZING PAD SETTING BLOCK-2NB 8K 125 028 026) NEOPRENE FRANK LOWE I 0.060"THK NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER t—pl i t�vh tb. keAa 1 1/2" T 13 16" ®FR4ME NOT SHOWN IN DRAWING. Building de���F 15/16"�� N / c�p�cetto -1/141 1 •ASTM A-A1006A/A109 ® •• EFS:ENERGI FENESTRATION SOLUTIONS -5/8' ---�-3/4" 1 1/8• USA,INC.,PER CURRENT MD NOA. min on,Wodvct