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HomeMy WebLinkAboutProduct Approval RECEIVED SEP 17 2019 MIAMP I ST. Lucie County, Permitting J 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.miamidadegov/economy Regency Plus,Inc. 0 It 2000 Locust Gap Highway Mount Carmel,PA 17851 FIL upy 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-L.M.I. 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. MISSILE 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 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 MIAMI•DADE COUNTY Expiration Date: July 22,2020 A,pproval Date: October 11,2018 Page 1 Y/010 2l1$ 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 511 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 Pere , Product Control Ex mi 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. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th Edition (2017), dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. -18-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110.11507-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08.1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507.1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 15.0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel Pe ez,P.E. Product Control fxaffiiner NOA No. IM- 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 Controlt4) miner NOA No. Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 a REGENCY PLUS, INC. r m a IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW— LMI 4 H U z INSTALL4TI0NANCH0A4GEDETAILS W o a o L3 a ov a a E 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 _ m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL'ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING.HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS o0 a O 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(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE 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 > p p NCTL-110-11507-1 DATED 0820108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK Q �Z ACCORDANCE WITH HIGH VELOCITLABORATORY STAMPED DRAWINGSYRWERE CANE ZONE IN NOTICE OF ACCEPTANCE(IVDA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM = p U N WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN Q H N r TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S a¢a z g z PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL d(a7 N H 3 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®S.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 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 >.y O Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS WAND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH ANCHOR MANUFACTURER z��=p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 W p0 U'z v gE 1e HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. IL INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS LU Jo F l< �^$ O:FIXED PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALB WITH THE J 51 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE rw L 'e.6 e 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! FOLLOWING PROPERTIES: N W W 0.6 z6 MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE f MASONRY, w Z S4'N RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF &A. WOOD PROTECTION.WOOD PROTECTIOWWOOD- y 5 ,o 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 Q HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST Q OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 1/2 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS I . a APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-112INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. 4 S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF "v_ ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. a STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 21NCH MINIMUM EDGE DISTANCE '�L 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. ftbe J.Amoruw,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 12 INCH Florida P.E.No.49752 `b �.� •kMEq�e..' 6,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS. n t� I� 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 ��:��C E Ng•:O,p INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. O F G DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY Flo 49752 :NO ELECT ONE OF THE FOLLOWING OPTIONS: A OUTSIDE HVHZ:REQUIRE THAT A LICENSED •. ENGINEER OR ARCHITECT PREPARE AND SUBMITSTATE OFSITE /1I DOCUMENT.SPECIFIC DOCUMENTS FOR USE WITH THIS es ADDUCT RTJ'ITWLL� \e� B.INSIDE HVHZ:REQUIRE THAT A ONE-TIME SITE es pl)'og with tke FIWWL s••• N c SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED g3;d4,g codensit oW, FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS p��•.p;;n:e Ne ' n�q� SHEET REV. SHEET DESCRIPTION Ezplea::os L3stz 'G�+l.V I 1 F GENERAL AND INSTALLATION NOTES T9,r 2 F ELEVATION AND ANCHOR LAYOUTS a.tW ;!„dc:'nxSrwY .PRODUCT REVISEDdio Florida � 3 F VERTICAL SECTIONS Building Code \tceplmoe No B-0(22.12 4 F HORRONTALSECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING F.xPNauon Dat �9 I 5 F CORNER DETAIL 6 F COMPONENTS AND BILL OF MATERIALS ±55.0 LARGE MISSILE Y i IMPACT Mi Dade Product i I 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) o @ HEAD&SILL @ HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) g STOP CORNERS HEAD&SILL ci �U FROM PARTING W o STOP CORNERS(TYP.) a o 0 o. 5 1/2"MAX. FROM FRAME CORNERS(TYP.) u ii 13" 12" 8 LL O.C.TYP. O ri X O.C.TYP. o =a ° Z oK N 74"MAX. FRAME WIDTH ii < LU 343it r� No MAX. MAX. INSTALLATION i i 0� II '6m;<;!:0 0-~a o >� D.L.O. D.L.O. ANCHOR(TYP.) 11zU .w Z Y� 63" iF KLJ MAX. z ZHEIGHT E PARTING STOP (DO x Z ,Q ANCHOR(TYP.) 6"MAX.O.C.FROM z Jo�G o g^em FRAME CORNERS(TYP.) 4" B C STEEL REINFORCEMENT N w-w+ `� S MAX 3"MAX.(TYP.)@ HEAD&SILL w 3 3 FIXED W/(2)EVENLY I- I s m FOR WOOD SCREWS v D.L.O. SPACED METAL SCREWS 4"MAX (TYP.)@HEAD&SILLNp G s� FOR CONCRETE SCREWS — G m 2�, u 8 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL Q oroso RobettJ.Am ,RE PE� D FFlorida RE No.49752 ND .. 6"MAX.FROM C.L.(TYP.)@ HEAD$ lit III,,ii 57 1/2" SILL FOR WOOD SCREWS. �v OEN A<ri����G 4 O II X q MAX. 7"MAX.FROM C.L. P. HEAD$ �. Ido 4x752 ii D.L.O. SILL FOR CONCRETE SCREWS. ANCHOR LAYOUT o STaT�� F ii REINFORCEMENT VIEW REa✓%(CS�. 1 1/2"x 1/4"WEEP HOLE ,mu"smnEviffili 2 5/8"FROM END(TYP.) lac.plC .4L eAe F4 eVsa RODUn REVISED E Ywin lh the Florida /8. !/•0 ildiog Code Eaplrntloo xpirabou D&c ELEVATION 1,11 fA Y EXTEIuox vtEw "eJ za=F'°''°" M'°'° odo I ONE BY WOOD 13 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR TION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 1 1/2" MIN. 7/8"7DIST. (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION BY EDGE DIST. SHEATHING EDGE TWO BY WOOD OTHERS (SEE INST. NOTE v v BY OTHERS BY OTHERS 9 °w 11A) "" v —6-7 . v v (SEE NOTE 4, SHT. 1) CONCRETE BY OTHERS ti. v v. EXTERIOR FINISH------. (SEE NOTE 4, SHT. 1) 1 1/2" MIN. BY OTHERS v aaEMBEDMENT #8 X 1 1/2" ~� 10 :i r'=;� 1 1/2" MIN. N #8 X 1 1/2" -'w WOOD SCREW EMBEDMENT ° o` WOOD SCR t4 14 #8 X 1 1/2"14 yty WOOD SCREWin EXTERIOR FINISH ._ 1/4" MAX. 1/4" MAX.70 SHIM SPACE BY OTHERS SHIM SPACE PERIMETER CAULK Q� 10 BY OTHERS P1 PERIMETER CAULK o m BY OTHERS Qo� t0 0 �$� o 1 6 61 n WINDOW > "' 2 45 n 8 HEIGHT 16 15 2 �f 4 y=Q��'� lad NJ B VERTICALETION SUBSTRATE o o OPERAB EPANSHOWN U s -i- W e� WINDOW EXTERIOR F➢®S9dHAR INTERIOR EXTERIOR INTERIOR oo g�> HEIGHT SEE GLAZING VERTICAL SECTION N DETAIL 2 15 C oeeRnsiJSPAnmt sxOWN, y 8 �� 16 SHEET 3 FLC®SA AR ,z3i is a 4 a 'new 2 27 8 INTERIOR O,n 'EP 5 21 11 9 2 8 16 4 15 0. j 1 Ji I I Robert J.Amoroso,PE. i IIJI U 6 Fl.Wo P.E No.49752 22 2423 AMES 1 PERIMETER CAULK 10 p GEIV, �c 8Y OTHERS t0 21 �= #8 X 1 1/2" No 497 2 =o f #8 X 1 1/2" 14 Q� t4 OOD SCREW WOOD SCREW 1/4" MAX. 17 ❑ m "�'"' 1Y_{ SHIM SPACE Q 0; STATE OF j EXTERIOR FINISH Q BY OTHERS CONCRETE BY OTHERS---" .o _ 1 1/2" MIN. (SEE NOTE 4, SHT. 1) EMBEDMENT I c a ..c AS1011C1'$1 •:^' ' •� a 15 18 16 25 g 91Y�1tw31►1Ya"141(� PRODUCEgwhhthe REVISM ONE BY WOOD as oamNf�+ra with the Ftariaa BUCK BY OTHERS 1/4" ITW TAPCON 13 1 1/2" MIN. �1e�acatvs�B�ORlLO4 ft Building Code, INSTALLATION ANCHOR EXTERIOR AcceptanoeNo� -D124.12 S (SEE NOTE 5, SHT. 1) EDGE DIST. evira oa Data expiration Dat { WOOD BUCK PROTECTION 1 VERTICAL SECTION D HORIZONTAL SECTION Dr By { coNcna7s soesrRAa'e Num am ade RroOct BY OTHERS (SEE INST. oP' PANEL � mi • I � NOTE 11A F�vsum. i ` { 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW #8 X 1 1/2" 14SHIM AS w WOOD SCREW 1/4" MAX. REQUIRED 4 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN SHIM SPACE 15 18 3 7 6 10 1" MIN. EMBEDMENT - MASONRY m EMBEDMENT 10 1 19 17 16 INTERIOR 13 1/4" ITW TAPCON INSTALLATION ANCHOR w SHIM AS REQUIRED 12 WOOD SCREW nq 1 1/2"" MIN. EDGE DISTANCE - CONC. w o # 12 L!J p 2" MIN. EDGE DISTANCE - MASONRY F N INSTALLATION ANCHOR a ¢ a tea—CONCRETE OR MASONRY ¢ 7a , BY OTHERS EDGEE DISTANCE a .a DMIN. . '•a (SEE NOTE 4, SHT. 1) '•a' ISOLATION MATERIAL BETWEEN 2 8 21 23 a •Q, WOOD BUCK & MASONRY �rii c m TWO BY WOOD "rx' - OPENING BY OTHERS 00� a o �a..�X: ZW FRAME BY OTHERS :f :: f�—� z G••4, L� a ONE BY WOOD 3z (SEE NOTE 4, SHT. 1) r'+.;' BUCK BY OTHERS mo o SHEATHING -'+:--• a . .'a (SEE NOTE 5, SHT- 1) < oo BY OTHERS 20 15 EXTERIOR 5 1 10 �,�.;-�;•.�;;7;;.•,;,r., �� ., ..5.� #8 X 1 1/2" 2(�A ¢ U '6 WOOD 8 X 1SCREW 14 10 ERIMETER CAULK PERIMETER CAULK 14 WOOD SCREW �FLo m y z BY OTHERS BY OTHERS p� s EXTERIOR FINISH BY OTHERS EXTERIOR FINISH > W m� HORIZONTAL SECTION BY OTHERS "U =o E w000sues,w r8 ���ORIZONTAL SECTION 0 a o o - .M=PANM SHOWN, 1• CONQtElE/MMOMYSUBSIRATE W J t-�2 ,,. N OPERABLE PANEL SIMB.AR) (OPERBALEPANMSHOWN, K o g O ci IMD PANEL SMM.AR) o _W� ��••�pp $ N ZE W 5109 co Z gF N 2a 7/8" O.A. LAMINATED GLASS CONSISTING ¢a 0 -d 15 OF: EXTERIOR LAMINATED GLASS - gN a (2) 1/8' ANNEALED GLASS W/ 0.090" = E &R KURARAY AMERICA INC. TROSIFOL S INTERLAYER, 0.39" AIRPSACE W/ F DESICCANT MATRIX STEEL SPACER, Robert J.A.—..RE INTERIOR 1/8" TEMPERED GLASS Fladdo P.E.N.49752 15 15 \ 26 zfi '01111 EXTERIOR 1g / ® ciQ .�GEnI�•'ops. 2 \ INTERIOR 17 No 49752 :o 1/2 GLASS BITE INTERIOR EXTERIORI I 1/2" GLASS BITE STA7E1OF :w 1 27 ® 4 1s \ _ 27 ® ! GLAZING DETAIL 1 6 uciag sll th. RooucraEVlsrn M e¢nn:ginRwBG IYa P1af5At GLAZING DETAIL 2 �')"`''rTlro 18 O pq °i gr"d"'ice rlm;du u dig ca) .2 ; rq,,,,�,rdo 1 -012'2.1 tiny Dd l7 ' r tmilI j . I%5'c Daae Prc/lnx� ".' �i.Y.'3e Tiad:nt I i i WELDED MITERED CORNER CONSTRUCTION 9 W �1 °m w � 00 w� 1 N0 J w 6 � 2' O.C. z(J (TYP.) a a Z rii a Z a� er m 14 arrow 14 C)goo n: /or, \ WOJkU UPem a W 10 N wR� a5 ® � IaEE TILT LATCH U n 9 z 0.8117• STEEL-ZINC COATED s 0.176" �{ 0.323" 4 SHIM o.3as• l::0.205" RabertJ.Ammw.PZ AE CORNER DETAIL I L �1 f7a da P.E.No.49752 NOTE: 1X PT WOOD BUCK � o.37r � 0.709• °menu„ PARTING STOP EXTERIOR PERIMETER BY OTHERS o.tss^ `°°°°P`�°jAPAES. TO BE SEALED TO 1X PT WOOD BUCK °'377" 2.260• ��``•'��°E^�SF''.' ts0s° o: :s Q: No 49752 :o WITH SIKA 551 SILICONE s.szz° _L 0 e 0.869° ❑ I = �. ll 1'V '� r O0.603" 1.067' 0 �:, STFlTE OF SGS 1.012° T EJ 0.709' "7� �N ,A�16 O�OI\7 F1b 0.157•— osaa• f R00ti-r RFNr vfel& PRODUCr REVISED az:RAVIag Wua foe gexoh =aw:nPlyins wish we Flocl4a vz!Cir,�Cada flaildi gCode 4nurcnee�N.16�(kfl.OQ. Ae taiQe NceJ 4 J'L I r•pi•e!:.m 1t9t, 20 8. 1Talc 1 By pyr I SASH FRAME Oi MAIN FRAME WEEP HOLES(SILL): O GLAZING STOP-OPERABLE LITE GLAZING STOP W/HANDLE WHITE RIGID PVC 3 WHITE RIGID PVC V WHITE RIGID PVC 112"X 1/2'EACH END(INT.TRACK) O � 0.070"THK. 1l2"X 3/8'MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055'THK. a 5/8"X 318"EACH END(EXT.TRACK, Q 0.055'THK. o m u 5/16" 4 3/16" 1 11/16'��] /I 1• ��� (� 15/16" w z n IUI�rJI 1" � U Imo.- � � L] 1 9/16" 4 1/B" r N a o 0 z 3/4" IL O7 SASH COVER t7 GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVER QDWHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK. 0.070"THK. 0.050"THK. 011�� 5/16" state TRE �16 ac caaa^yfyini{sitY 1/2' 9/16" sMsai- c o -� &zpirat n EDctc Q i a 173 " �--1' 1 5/8" zc ox ihiami a:6-pra 3:- at O POCKET COVELu R ©POCKET COVER 'a 9 a (EXT.TRACK) (INT.TRACK © TILT LATCH BILL OF MATERIALS z ^(nLL ° WHITE RIGID PVC STEEL-ZINC COATED REM# DESCRIPTION MATERIAL SUPPLIER vi=¢r0 gm 0.070"THK WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC "EFS m 0.<°.Z g m I 0.070'THK a '-m SEE SHEETS 2 SASH FRAME WHITE RIGID PVC "EFS y F w o 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC '•EFS = _ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC ••EFS 0 00 U c r 9 E" 1 1/16" / 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS w-I F:m Z 8 S. 1 1 16 6 POCKET COVER INT.TRACK)- WHITE RIGID PVC "•EFS rn Z _� 7 SASH COVER WHITE RIGID PVC «EFS `� wa � m WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010' REGENCY PLUS,INC, to o 1 7/8" 1 7/8"� 3/4"X 3/8"EACH END r 0 1/4'X 9116"MID SPAN n 9 m< 9 INTERLOCK COVER WHITE RIGID PVC ••EFS O < 10 PARTING STOP WOOD PT SYP G=0.55 MIN. 0� o��a O INTERLOCK COVER O 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH O REINFORCEMENT — tti o 9 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL — 2 LL WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 114"ADVANCED THREADFORM TAPCON STEEL ITW - 0.070'THK STEEL 0.066"THK. 14 #8 X 11/2"WOOD SCREW STEEL — Robert J.Arnmw,MF 05 0-r50 SKI 15 7/8'O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL Flaade P.E.No.49752 y DETAIL ON SHEET 4 \'101118111", Fu=37.5-68.7 KPSI o� ) f"',15/16" F. `� 16 SIKA FLEX 552 SILICONE SIKA ,��.P� JAMES q�0 rrr -f— ° ° 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "EFS 0��••-'\C EAtg*-..;q I-1 3/4" /16"J 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS = No 49752 :`Pc 19 PANEL STOP/FRAME COVER WHITE RIGID PVC •'EFS 3/4" 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "EFS \ Vb e O10 PARTING STOP UI 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF ./u 25 REINFORCEMENT I 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G 4 r WOOD 2 1/16" FIXED MEETING RAII, 23 HURRICANE TILT LATCH(1057 EWxSEE NOTE BELOW) STEEL-ZINC COATED VISION IND. rrrrr5'Sj��..L�N�`` STEEL O POCKET INSERT 24 WEEP HOLE COVERS PLASTIC RO-MAI ilia its 0.050'THICK 2D 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. Fy=30-50 K51 FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL Fu=37.5-68.7 KP51 WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB-8K-125-028-028 NEOPRENE FRANK LOWE 0.060°THK ®NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER cmpl3PRODUCgwith hfl 1 1/2- Ii1di g od with the Flot4da -� FRAME.NOT SHOWN IN DRAWING, ltuaaing Code 13/16" 15/16" Ac«nut�cera -OlZ2l2 inti-D t q 'ASTM A-A1008A I Al 09 Q EFS:ENERGI FENESTRATION SOLUTIONS --�-- 5/8" 3/4" 1 1/8„ USA.. ,INC.,PER CURRENT MD NOA. �;im pj�product fT-