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HomeMy WebLinkAboutNOA-fixed horizontal sliding window j M IAM I•DADE MIAMI DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION 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 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 High Velocity Hurricane Zone. DESCRIPTION: Series"5405"White PVC Horizontal Sliding Window APPROVAL 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. L TSSILE 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, land 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 Oficial. This NOA renews NOA No. 18-0122.12 and consists of this page 1 and evidence pages E-1,E-2 and E-3,1 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 roval Date: October 11,2018 j Page 1 j /0/021�$ 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' 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 j "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. �I Manuel Pere , . Product Control ExkSi>6r NOA No. 18-0911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-1 i 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. 084210.12) 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 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 I Reeency 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. i 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 Manuel Pe zP. . Product Control(=am��ineNOA No. 1 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 Q K REGENCY PLUS, INC. n a 0 IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW- LMI 4 �U z INSTALLATIONANCHORAGEDETAILS W o � a oV a INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 6.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 fO BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL'ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. rn u HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER ONSTALLATION ANCHORS DEPICTED IS -' O F I 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 N MIAMI-RADE NOTICE OF ACCEPTANCE INCA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3 w g E 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE ¢r 3 S 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 0 O NCTL-110.11507-1 DATED 08/20/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK 3 y Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM V=m O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ?f7.-Q F- ..g U) -� TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. S.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S M=¢Z PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL J Q d 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 CL C7 W m o TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE 912 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE U y 0K THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'r AND"O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH ANCHOR MANUFACTURER. Z O MCI WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 0 00 U o Z "'E HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS K c�_: r�$,� 0:FOXED PANEL ® 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 W of�&2' MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 1!'.1 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, W w U)O t �a 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 PROTECTIONWOOD PROTECTION.WOOD- c 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. F- 5 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 d OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 1121NCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBC/FRC AS m APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 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 B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF .. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psl AND CONFORMS TO ACI 301. n STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 511. 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. Robert J.A--.P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 112 INCH Florida P.E.No.49752 WOOD scltEws. pMEs 6,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO eQ;�e:•�iC E NSF,�,pG INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. O DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 49752 :O ELECT ONE OF THE FOLLOWING OPTIONS: _ 1 Q`0 A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE DOCUMENT. SITE SSPECIFIC DOCUMENTS FOR USE WITH THIS ADDUCT RAMEVIM fs:F` c�O FI B.INSIDEHVHZ APPROVAL RE APPLIED FOR AND OBTAINED 9�ed�r,B CoQeW�1h t`�F ft '���S'ONA,, N`, FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS Ne -0 - nngn SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES n PRODUCT 2 F ELEVATION AND ANCHOR LAYOUTS `^~ asf - escREVISED Wra9 - igh 0m Flmide B.ildiw 3 F VERTICAL SECTIONS '_' Cade cceplaoce Ne B-0122.12 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Expimtwo Dol 9 I 5 F CORNER DETAIL 6 F COMPONENTS AND BILL OF MATERIALS t55 0 LARGE MISSILE Y IMPACT Mia Dade Prndoal 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) " @ HEAD&SILL @ HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) m STOP CORNERS HEAD&SILL ° w FROM PARTING w o n g STOP CORNERS(TYP.) a ¢� o 0 a 51M MAX. FROM FRAME CORNERS(TYP.) II m 13" i 12" 3 8 LL O.C.TYP. O X O.C.TYP. z o °, 74"MAX. FRAME WIDTH ii < o� g 34 3 i i v m co MAX. MAX. INSTALLATION—/� z 0^¢o .. D.L.O. ANCHOR(TYP.) ¢ oD.L.O. . u Ep F >-w0Z y PARTING STOP w 0 o z Q E ANCHOR(TYP.) 7� C FROM rc° go NERS(TYP.) o w� CUR- HEIGHTz STEEL REINFORCEMENT N w MAX B C 3@HEAD&SILL w 3 3 FIXED Wl(2)EVENLY FCREWSD.L.O. SPACED METAL SCREWS a4 )@ HEAD&SILLFMp TE SCREWS — o R 3"MAX.FROM C.L.(TYP.)@HEAD&SILL© RobWJ.Amm .,P.E. PE� F Florida P.E.No.49752 6"MAX.FROM C.L. TYP. HEAD&( )@ N°quueuiii �DE!. 57 1/2" SILL FOR WOOD SCREWS. °°°� l...... 4 O ii X 4 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& e•�0�e•��cE�isE.�4'G ii D.L.O. SILL FOR CONCRETE SCREWS. Q �: Mo 4x752 `P II G ANCHOR LAYOUT - a��: - II STAT-�} F ii REINFORCEMENT EXTERIOR VIEW °°so(rS'A',0 R�QV1,. 4 °O4°S�ONA� 1 1/2"x 1/4"WEEP HOLE fvmu4rTrl,."Xvi. A '1 Ir 2 5/8"FROM END(TYP.) A�c awilbth.z„�a RODpo�vasFn t� "mm W the Florida acx�larre N"/8• 1l•04. A Building Cede 1 -012-! 3 E:plm4aer u 2020 Az iP�ce iat ELEVATION '"°"°u°ffi` BD, ZY dam .3:i'fod".Y oa' Miom' ede p-dkt EXTERIOR VIEW ONE BY WOOD 1 4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER 13 INSTALLATION TION ANCHOR BY OTHERS {SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION BY 1EDGE"DIST.ZL SHEATHING EDGE DIST. TWO BY WOOD OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS 9 d 11A) r.r. ' v vc' c . v (SEE NOTE 4, SHT. 1) CONCRETE BY OTHERS v. r=t7 /� EXTERIOR FINISH Fm (SEE NOTE 4, SHT, 1) v� o v v v 1 1/2" MIN./-� BY OTHERS s r•. W o e 10 v a v v.o EMBEDMENT #8 X 1 1/2" ;.:;s�;' 1 1/2" MIN. ° m� _ WOOD SCREW EMBEDMENT ° o :7. - WOOD 1SCREW-14 14 #8 X 1 1/2"14 WOOD SCREW �: '! 1/4" MAX - - EXTERIOR FINISH 0 1/4" MAX. 10 FSHIM SPACE BY OTHERS SHIM SPACE PERIMETER CAULK Q0 10 BY OTHERS21 PERIMETER CAULK �� BY OTHERS Q° 10 0 a w 1 6 21 z_ ��¢ 7 �: W o g 5 8 1 6 WINDOW < W & nn o 2 U 4 HEIGHT 5 B Prnm Q O U vi 16 - 15 2 ��J 4 vi=¢� ZU z aaw 16 15 aJ�wy' 6 0 �UTE Lu 6VERTICCA SECTION o��� WINDOW EXTERIOR OPERABLE PAT.'ELSHOWN w 9w Ha HN FDIEOsmm.pR INTERIOR EXTERIOR INTERIOR. oog > HEIGHT SEE GLAZING C VERTICAL SECTION N W DETAIL 2 WOOD SUBSTRAM OWN. w SHEET 3 15 OPERABLE PANEL SH 16 FL=SBAMAR U 3 3 a 2 4CL s��w 227 8 IN ERIOR M ' $ 5 21 11 9 2 8 16 4 15 S 1 R 11 ROEert J.Amoruw,P.E. u U 6 FIoMa P.E No.A9752 24 X10 23 e,,���q�;G EE 0��, PERIMETER CAULK Y1 Q0�.NO 497 2 ';p BY OTHERS 1U o 14#8 X 1 1/2" �� s #8 X 1 1/2" 14 Q WOOD SCREW 17 WOOD SCREW 1/4" MAX. or- �I SHIM SPACE ° o Q STATE OF .lu EXTERIOR FINISH BY OTHERS ,t-,:` r;+ �_ '�oiS�ONALE6p��� CONCRETE BY OTHERS-­- 1 1/2" MIN. *11116621"tt j I (SEE NOTE 4, SHT. 1) "moo a ` c a a o EMBEDMENT '• a cc e - c o PRODUCT REVISED i ONE BY WOOD S" o 15 18 16 25 seeaBlY�R�iHr1Yi� BUCK BY OTHERS 1/4" ITW TAPCON 13 1 1 2" MIN. smalogca" IB-0911.04 13��CW F i (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR EDGE DIST. EXTERIOR e�lre� lnte expi� 1 D124'12� j WOOD BUCK PROTECTION A VERTICAL EACBTION D HORIZONTAL SECTION Hy BY OTHERS SEE INST. OPmCONeAtF PABROWN, 4lam SNs1 nI1 ade Peo FDMSDAUAR NOTE 1-1AL_ — — 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW Q #8 X 1 1/2" 14 SHIM AS m WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT — CONCRETE w SHIM SPACE 1" MIN. EMBEDMENT — MASONRY 1 1/2" MIN 15 16 3 7 6 10 13 EMBEDMENT 10 1 19 17 16 INTERIOR 1/4" ITW TAPCON INSTALLATION ANCHOR n o I SHIM AS REQUIRED--,,,. m (� V 1 1/2"" MIN. EDGE DISTANCE — CONC. w o� #12 WOOD SCREW 1P q L�� A 2" MIN. EDGE DISTANCE — MASONRY F 0U r INSTALLATION ANCHOR CONCRETE OR MASONRY 74 . BY OTHERS EDGEE DISTANCE G SEE NOTE 4, SHT. 1) D �MIN. V -Q ( Q .Q ISOLATION MATERIAL BETWEEN ¢ n 0 2 6 21 23 Q' Q. WOOD BUCK & MASONRY Ci o TWO BY WOOD OPENING BY OTHERS op o Pa.e'y.a• -w o� P FRAME BY OTHERS 5x:: ONE BY WOOD L_F,%'%'' BUCK BY OTHERS �o (SEE NOTE 4, SHT. 1) „±: ._ .a7a a SHEATHING !.,:q: G, SEE NOTE 5, SHT. 1LUO0.6 r BY OTHERS 20 15 EXTERIOR 5 1 10 ( ) u,N W8 X 1 1/2" ;,...r......;>i..[.'. ' #8 X 1 1/2 z o. F v v OOD SCREW 14 10 ERIMETER CAULK PERIMEl1 R CAULK 14 WOOD SCREW rri s Q BY OTHERS BY OTHERS 1•p(7 $ EXTERIOR OT OTHERS EXTERIOR FINISH }~w HORIZONTAL SECTION BY OTHERS z; =V, r E WOOD FRAME SUBSTRATE HORIZONTAL SECTION a p ovi o1 (FUM PANEL SHOWN, CONCRETE/MASONRY SUBSTRATE LL S r�Z �^LL OPERABLE PANE.Sn.E.AR) (OPERHAIE PANEL SHOWN, (Cog O_ '�'$e8,"'v FUtED PANEL S MILAR) o WF J b M NN �yE= 7/8" O.A. LAMINATED GLASS CONSISTING a o 5 W 15 OF: EXTERIOR LAMINATED GLASS — (2) 1/8- ANNEALED GLASS W/ 0.090" &LL KURARAY AMERICA INC. TROSIFOL INTERLAYER, 0.39" AIRPSACE W/ - 8 DESICCANT MATRIX STEEL SPACER, Robert J.Amoroso,P.E. INTERIOR 1/8" TEMPERED GLASS Flodde P.E.N.49752 15 A 15 \ 26 Naa IVIES A ���� JADES psi�i EXTERIOR 16 2 / 2fi®1NT INTERIOR Q@�s�-��GElva*.;9 17 \ 1' No 49`752 :o IR GIJ�SS251TE1 EXTERIOR I I 1/2" GLASS BITE STATE NTE OR - <u 1 27A 4 ,ass aNAIB a 16 j \ 27 8 YL`13UC7'RSN GLAZING DETAIL 1 uh mt>4 RODUC;..3i the Rri is;;cele '�PLYn3 with the rLorid.-. GLAZING DETAIL 2 10 0 g-04- c.._�....,_a 3x).r, RO 0 t;�n L>ar 1 9 - ' � V Q K WELDED MITERED $ CORNER CONSTRUCTION W 1 m H 10 w On o a O o o m [1 N O Z �`it N r oa U3 12"O.C. (TYP.) a a Z fiiuoCm m w z 14 } www u y 14 z0 =0 1 \ w 00 U4 .'U dem N 52�E� U Be ® � TILT LATCH a �R 0.,97• STEEL-ZINC COATED kr, �LL 0.176" 0.323" S 4 o.3as^ SHIM 0.205" Robed J,A Florida P.E.No.No.49752 NOTE: CORNER DETAIL 1X PT WOOD BUCK 0.377^ ❑ 0.709" � 0.16,^ ,��.� �pN1ES q �i,�� PARTING STOP EXTERIOR PERIMETER BY OTHERS 0377" •��Q 'i�E�s' TO BE SEALED TO 1X PT WOOD BUCK 1.906" 2.260^ sos° Qo0 No 49752 G`fo WITH SIKA 551 SILICONE 5.622° _L 0 e �1'A � 0.669• El _ Vim"'- l\"�1�� — ❑ 0.803" 1.0s7• 00 STAT OF — 1.012• ❑ 0.709" 4,Es'•.O q S "T� 0.157°J 'R.IIiDL'^P R6NE1GL�d PR(TDUCTti'cVISFD i ra^i¢r.;.vu,;with l4r P0.x#?e as�.,plying with the Flo;ift ID iidi"g Code ` rr�`os�uee Nn lg Acaedm0 uc 111 • Jz t-pis';: ;xxt-�ZO r mlane 6y Oy .D..k.PrI cel. r i Qi MAIN FRAME WEEP HOLES(SILL); O SASH FRAME GLAZING STOP-OPERABLE LITE 112"X 1/2'EACH END(INT.TRACK) WHITE RIGID PVC O GLAZING STOP W/HANDLE WHITE RIGID PVC 4 WHITE RIGID PVC m 0.070°THK. 1/2'X 3/8"MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055•THK. S 5/8"X 318"EACH END(EXT. u TRACK, Q T 0.055"THK. 5/16„ ____ 4 3/16" 1 11/16'n� /I_T�(� 1• ��� (� 15/16" w I tirJl 1., U U �u 1 9/16" —I1 1/8" °� _z 3/47 _ O SASH COVER n GLAZING STOP-FIXED LITE 1 s PANEL STOP/FRAME COVER Q° 1 t 3%8" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.075"THK. 0.070"THK. 0.050"THK. � Al �0 5/16" RookfcTRr' 5/16" as cacylyiaS aU6 P440 � m 1/2" 9/16" yIJi:R Guk c g ...cp!.v,::c No -O .04. �+ LL 3 1/4" —� fi:pirat m Qslc '10 �o � a ° —1 5/8".I z c n it aY 3:-si UJ O POCKET COVER 0 s POCKET COVER 3 BILL OF MATERIALS m N (EXT.TRACK) (INT•TRACK) TILT LATCH z cnr LL o y WHITE RIGID PVC STEEL-ZINC COATED ITEM# DESCRIPTION MATERIAL SUPPLIER vi= r o 0.070"THK. WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC ••EFS -J°' .z ur Z 0.070'THK. ¢ O_ SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "EFS Y w c o S 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC ••EFS z z= 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC '•EFS Oo v c' 9 8 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "•EFS K c 2$z is f 6 POCKET COVER INT.TRACK) WHITE RIGID PVC "EFS o W z LL g —L 7 SASH COVER WHITE RIGID PVC "EFS c� Cc a m WEEP HOLES: uj m 1 7/8" 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010' REGENCY PLUS,INC. O 1 7/8" 3/4"X 318"EACH END r v 114'X 9116°MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC ••EFS O ° 5 ¢ 10 PARTING STOP WOOD PT SYP G=0.55 MIN. OINTERLOCK COVER REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH WHITE RIGID PVC SASH FRAME 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL WHITE RIGID PVC 13 114"ADVANCED THREADFWORM TAPCON STEEL 17 0.070°THK. STEEL 0.066°THK. 14 #8 X 1 1/2"WOOD SCREW STEEL — Robeft Am—.,P.E. i 0.050"THICK 1 Fy=30-50 SKI 15 7/8'O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Fladda P.E.N..49752 DETAIL ON SHEET 4 �u11111►n/ j Fu-37.5-68.7 KPSI PI/16 ) \ ME •�i��i 15/16" �� 16 SIKAFLEX 552 SILICONE SIKA ��\�(��. S gR9pPi� T 17 GLAZING STOP-FIXED UTE WHITE RIGID PVC ••EFS ............ EIVg�.:q� �«1 3/4" /16'J 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS No 49752 :c E 19 PANEL STOP/FRAME COVER WHITE RIGID PVC -EFS �:2 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC ••EFSPARTING STOP z5 REIIVFORCEMENT 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF WOOD 22 NYLON HOUSED METAL ROLLERS NYLON I STEEL SAUNDERS ENG'G ' ��:P(O R 1 p? FIXED MEETING RAII. 23 HURRICANE TILT LATCH(1057 EWXSEE NOTE BELOW) STEEL-ZINC COATED VISION IND.STEEL ie�4 51O 0.050°THICK 20 POCKET INSERT 24 WEEP HOLE COVERS PLASTIC RO-MAI .1161(VAi1ti11�. 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 100811010 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) NEOPRENE FRANK LOWE T_ 0.060°THK RMUC T REVISED 1 1/2- t NOTE:HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER s co pj3jM-ip,�tti FIMM. 1 T— 13 16^ ®FRAME.NOT SHOWN IN DRAWING. B.Hdi g Cod. 15/16' / Acr<panceNu � intion 'ASTMA � -At008A/A109 Q •' EFS:ENERGI FENESTRATION SOLUTIONS 1 5/8" �---.-�-3/4" 1 i/8" USA INC.,PER CURRENT MD NOA mi Pmd.t