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HomeMy WebLinkAboutProduct Approval (2) i MIAMI•DADE MIAMI—DADE COUNTY MGM 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,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 "5000"White PVC Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0062, titled"Impact Series 5000 Single Hung Window- L.M.I", sheets 1 through 5 of 5, 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 Official. This NOA renews NOA No. 18-0122.13 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as I as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0911.05 MAMI-DARE COUNTY Expiration Date: July 22,2020 Approval Date: October 11,2018 Y10102110 Page 1 i 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. 08-1210.13) 2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI" sheets 1 through 5 of 5, 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. 18-0122.13) 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 (b) and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC single hung window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110-11537-1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 09/01/15,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. (Submitted under NOA No. 15-0618.04) 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 "TrosifolO 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 amin r NOA No.1 .05 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 6t'Edition (2017), dated January i 8,2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.13) 2. Laboratory addendum letters in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 03/31/09 and on 05/01/09,both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.13) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.13) I G. OTHERS 1. Notice of Acceptance No. 15-0618.04, issued to Regency Plus, Inc. for their Series "5000" White PVC Single Hung Window — L.M.I., approved on 10/01/15 and I j expiring on 07/22/19. I i Manuel r z,P.E. Product Contr 1 ExajAiner NOA N 18- 11.05 Expiration Date: Ju 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 i C. i CALCULATIONS 1. None D. I 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. 18.0122.13,issued to Regency Plus, Inc. for their Series "5000"White PVC Single Hung 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 Manuel erez, E. Product Contr 1 Exa er NOA No. 11.05 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 Q � --- REGENCY PLUS, INC:- - - - - -- -- o -- - 0 IMPACT SERIES 5000 SINGLE SUNG WINDOW- LMI W m = INSTALLATIONANCSORAGE DETAILS W o N a w a owow a 7 GENERAL NOTES• INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE j 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: MUST BE MADE OF CORROSION RESISTANT MATERIAL OR TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION ANCHOR LOCATION SHOWN. m t,. HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ' MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE 3 w P OD CT DETAILS CONTAINED HEREIN ARE BASED LLI PRODUCT INSTALLATION. EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE p I.- UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. SHELL OF BLOCK. } ?O NCTL-110-11537-1 DATED 0913108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR Q om?Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). THRU MAIN FRAME WITH LOAD BEARING SHIM(S). 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ti f7 Z ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE MAXIMUM ALLOWABLE SHIM SIZE IS 1/41NCH.SHIM ACCORDANCE WITH ANCHOR MANUFACTURER'S z C0 n j F O rn TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ® 8.NOT USED. WHERE SPACE OF 1116 INCH OR GREATER OCCURS. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL U)=<-:5 m y Z SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS D.J 0. < �J 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 9.GLASS MEETS THE REQUIREMENTS OF ASTM PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a C9-'t9 r�$ S„ TO THE STANDARDS LISTED IN THE CURRENT EDITION OF E13D0-04e1. ANCHOR MANUFACTURER. V y g N z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD 2:3 Q c p WITH SAID STANDARDS INCLUDING HIGH VELOCITY 10.DESIGNATIONS"X•AND"O"STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS Lu OU HURRICANE ZONE(HVHZ)REQUIREMENTS. FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE to� X:OPERABLE PANEL INCH. FOLLOWING PROPERTIES: a W o 4 1 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE O:FIXED PANEL N it W o a-9i MASONRY AND 2X FRAMING AS A MAIN WMD FORCE 5.FOR INSTALLATION THROUGH IX BUCK TO CONCRETE 1 QA.WOOD PROTECTION.WOOD-PRESSURE TREATED W Z y ® t RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 11.A 1/3INCREASE IN ALLOWABLE STRESS FOR WIND LOADS® MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, (PT)SOUTHERN YELLOW PINE.MINIMUM SPECIFIC H ul 10= y I TRANSFERRING APPLIED PRODUCT LOADS TO THE WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1141NCH TIW ADVANCED THREADFORM TAPCONS OF GRAVITY OF 0.55 LUMBER MUST COMPLY WITH CURRENT UQ s 9 m 2 STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: EDITION FBC/FRC AS RELATED TO WOOD PROTECTION. 0, OR ARCHITECT OF RECORD. ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE ® I k�_ n WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 112 INCH MINIMUM EMBEDMENT B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF m N LL S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12. 1-1/2 INCH MINIMUM EDGE DISTANCE 250D psi AND CONFORMS TO AC1301. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE DESIGN STANDARD ARE USED. 5.2. MASONRY SUBSTRATE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C90, _ a STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 52.1. 1 INCH MINIMUM EMBEDMENT MEDIUM WEIGHT WITH DENSITY>117 PCF. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 WHERE WIND-BOURNE DEBRIS PROTECTION 5.22. 21NCH MINIMUM EDGE DISTANCE Robert J.Amoroso,P.E. RECORD. REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Florida p.E.No.49752 PROTECTIVE SYSTEM IS NOT REQUIRED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 12"WOOD 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SCREWS.3B•INCH MIN.EDGE DISTANCE REQ'D. e�11111F11l/ll GENEC AN MY NOT REFLECT ACTUAL CONDITI ' MS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE ONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE >�,`,�_,p E..4. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS WALL FINISHES,INCLUDING BUT NOT LIMITED TO DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY STUCCO,FOAM,BRICK VENEER AND SIDING. 4: No 497 2 ELECT ONE OF THE FOLLOWING OPTIONS: *� A OUTSIDE HVHZ:REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT E OF SITE SPECIFIC DOCUMENTS FOR USE WITH THIS RODUCT RENEWED STATE O'. ' DOCUMENT. 4�siul rCmlewith file F'kwwk ......... F B.INSIDE HVHZ'REQUIRE THAT ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED 6a rr71^n LFR^Ig I'02� `' Z ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS i SHEET REV. SHEET DESCRIPTION �:�. T' ::'[.'9::1' ' 1 E GENERAL NOTES,INSTALLATION NOTES&D.P.CHART PRODUCT REVISED 1 -s_.piyurg with file Florid- 2 E ELEVATION AND ANCHOR LAYOUT Building Code 3 E VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Avo pt� �!S-OJ?213 4 E HORIZONTAL SECTIONS,GLAZING DETAIL&BILL OF MATERIALS LARGE MISSILE E+55.0 IMPACT tl 5 E COMPONENTS 8 CORNER DETAIL By ml ade P ioct I a � r 0 m 4 ro SLU LL cr w �o 52"MAX. w V a W pw WIDTH 61/7 MAX.(TYP.) D 46 3/4"MAX. FROM PARTING zm : 75" D.L.O. STOP CORNERS O.C. MAX. HEIGHT @HEAD&SILL M FRAME m N TYP.) _ C � LL B D 5 ��a o 6"MAX.FROM FRAME 3 3 ATION CORNERS(TYP.) ot_ —— —— (TYP.) Z oZ141/4"MAX. = X900 33 3/4' O O.C.(TYP.) I 3"O.C.TYP.FOR M Q a Z MAX. E4 C 4 O WOOD SCREWS. D.L.O. G F Zoo " 3 STEEL REINFORCEMENT I 4"O.C.TYP•FOR w 00 0 o a ,2E /� CONCRETE SCREWS. t,o cy oZ ®FIXED W/(2)EVENLY -o $g SPACED METAL SCREWS ® ce N LL 8 `gyp 32 3/4" PARTING STOP------------ TOP �// a W ,g 45 3/4"MAX. ANCHOR(TYP.) D.L.O. D.L.O. MAX, STEEL A REINFORCEMENT 131/2" `10 ` O.C.(TYP.) Robert J.Amoroso,P.E. —— —— —— Florida P.E.No,49752 _ 1 1/4"X 1/4"WEEP HOME 4 112"MAX.FROM �pMEg A T1 f 2 518"FROM END(TYP.)® 13'1/2"MAX. PARTING STOP �•�`�0�.••c EN 4 �•, 3 O.C. P. CORNERS 0:�� S •.9 (TYP.) (TYP.) �O; STATE No 4975 O=. ELEVATIONA ANCHOR LAYOUT ....... EXTERIOR VIEW EXTERIOR VIEW l s", �tUDIfGT HF,IiEW® u cAmplyia"„with the FWPltk ROWCf'REVISFD RatJiog Cwie q 5 uiongA nge with the Fined. Atm:gl.�xe do/B•0 fl•O ; e:a7ain�ia c �020 e.mmtaa-KI. 2z 18 r7:x F.„m11'tnlvi3'C" load product i i WOOD BUCK PROTECTION BY OTHERS 1/4" ITW TAPCON A (SEE INST. NOTE 11A) A. ___ _ 17 INSTALLATION ANCHOR 16 #12 WOOD SCREW A m ONE BY WOOD BUCK BY 1 1/2" MIN.®- - - - - 7/8"-MIN.— - --"— --" OINSTALLATION-ANCHOR OTHERS (SEE NOTE 5, EDGE DISTANCE ONE BY WOOD EDGE DIST. g ® SHT, 1) BY OTHERS TWO BY WOOD 4 (SEE NOTE 5, SHT. 1) BY OTHERS CONCRETE BY OTHERS <i e v vv•,c 'a a v 1 1/2" MIN. (SEE NOTE 4, SHT. 1) w m (SEE NOTE 4, SHT. 1) EMBEDMENT® •c. SHEATHING .-•i-+. c~i �= f o v c v BY OTHERS e4f w o EXTERIOR FINISH o v '•-• 1 1/2" MIN. 0 l BY OTHERS ""� EXTERIOR FINISH ;,',• ` a ,:,., s EMBEDMENT ¢d ❑w #8 BY OTHERS X 1 1/2" 18 rLT:a}. 1e #a x 1 1/2" >, WOOD SCREW WOOD SCREW #8 X 1 1/2" 18 -'` WOOD STREW PERIMETER CAULK O WOOD SCREW BY OTHERS 0 �� 1 /�IMAX 1/4"14 � Q SHIM SPACE PERIMETER CAULK q SHIM SPACE r 1q BY OTHERS Q0 a i'3 0 14 'o 14 O EXTERIOR 15 � � INTERIOR 1 WINDOW } z 4 D HEIGHT a 3 19 EXTERIOR 15 INTERIOR 9 4 z ?p 19 y2axr- 'u, Z C7 w(7 SEE GLAZING DETAIL e u w M�s " VERTICAL SECTION (ON SHEEP 4) Z=<o�' m CONCREM SOBS1RAM w B o� o WINDOW rc o w -R e� HEIGHT 15 D VERTICAL SECTION 3 19 w 1� ms 12 ®23 6 20 Cm T 5 19 8 23 � a EXTERIOR 10 INTERIOR 2 8 10 12 Robert J.N-o,P.E. Flodda RE No.49752 W8 X OOD 15CREW 18 14 13 11 ` ��@e��6EA,',q e' PERIMETER CAULK 14 BY OTHERS Q° � 18 WOOD " 7 No 49752 EW ° JJ}} a EXTERIOR SC EXTERIOR 19 INTERIOR = _ �� BY OTHERSHERS L11 UU - STATE CONCRETE BY OTHERS :••: `• t0 / 0 Ftt G��,• (SEE NOTE 4, SHT. 1) ��SOfJAL 1 1/2' MIN. 3 'P�oiew�eetu't` I ONE BY W00 EMBEDMENT'A ! a b1.q S BUCK BY OTHER ? ' c 15p�ryE 'is c no .o e o to eb,. eLtb the Finvffif RODUC."i'RbViSPD (SEE NOTE 5, SHT. 1) o [i. ra to s eo BPirN9 w th tha Florid C.eo:;•cv:c>r�e�B-09I11 05 vud;aBw �B-alzt.r9 i WOOD BUCK PROTECTION 1/4" I W TAPCON 17 1 1/2" MIN. ® VERTICAL SECTION zz' "=°�°"` t2�a P�mi- 9 BY OTHERS (SEE INST. &NSTALLATION ANCHOR EDGE DISTANCE C SASH AT PO®RAB BY ® NOTE 11A) A VERTICAL SECTION By rroao« CONCRETE SUBSTM4E �."r.['rceirr�Co.' 1 I a � INTERIOR "--SHIM,SPACE t8 18 X 1 1/2" INTERIOR 1/4" MAX. #8 X 1 1/2° WOOD IS SHIM SPACE-- - 18 WOOD-SCREW- -- SHIM AS SHIM AS 19 15 7 3 10 1 REQUIRED 19 15 7 3 10 1 REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN. 14 1" MIN. EMBEDMENT - MASONRY® 14 EMBEDMENT wm U W D e 1 1/2" MIN. EDGE DISTANCE - CONCRETE 7/8" MIN. w d Qa Q 2" MIN. EDGE DISTANCE - MASONRY® EDGE DISTANCE IL j w Q #12 WOOD SCREW ITW TAPCON 16 INSTALLATION ANCHOR Q •.Q 4 INSTALLATION ANCHOR 12 2 Q •.V .�CONCRETE OR MASONRY 1 Q TWO BY WOOD D Q• BY OTHERS o FRAME BY OTHERS g� o Oa. (SEE NOTE 4, SHT. 1) O (SEE NOTE 4, SHT. 1) J� v V �ISOLATION MATERIAL ;, .+:: ('.` ONE BY WOOD o-1 .-.. BETWEEN WOOD +%-.j�U,;='%� BUCK BY OTHERS > m a BUCK & MASONRY 19 8 15 10 9 " i.y�;+ ,-:,. 19 6 15 1D s (SEE NOTE 5, SHT. 1) �pJ z p n Z¢ OPENING BY OTHERS c� vi SHEATHING BY OTHERS vi=<=w m z PERIMETER CAULK ONE BY WOOD PERIMETER CAULK BY OTHERS BUCK BY OTHERS BY OTHERS a a w0 14 18 #8 X 1 1/2" a 01 0z EXTERIOR FINISH (SEE NOTE 5, SHT. 1) WOOD SCREW 8 N m of 9� BY OTHERS WINDOW WIDTH w(�.t Q o 4 E WINDOW WIDTH 14 18 #8 X 1 1/2" EXTERIOR FINISH w o F�y �F e� EXTERIOR WOOD SCREW EXTERIOR BY OTHERS m oO $LL - z HORIZONTAL SECTION HORIZONTAL SECTION N 5 W E s OONQIEiE/MASONRY 9IlBS1RA'(E " EFS:ENERGI FENESTRATION F woon suesixA7s F-m 'ASTIM A-A100BA/A109A BILL OF MATERIALS © CUR EINT MD OA.USA, C.,PER g ^U mz ITEM# DESCRIPTION MATERIAL MANUFACTURER m 1 MAIN FRAME WHITE RIGID PVC '"EFS i ❑ \ 2 FIXED MEETING RAIL WHITE RIGID PVC "'EFS 9 \ - = o \ 3 SASH 8 MEETING RAIL WHITE RIGID PVC '•EFS 1 / Robed J.Am-,P.E. 4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS / Florida P.E.No.49752 5 SLOPED SILL COVER WHITE RIGID PVC "EFS A 15 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS ``aAI NIVI SN 't 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS �G EN!1�10,��� 8 GLAZING STOP(FIXED FRAME) WHITE RIGID PVC "EFS ( j. 9 POCKET INSERT WHITE RIGID PVC "EFS / 1/2" GLASS BITE uzaapt aaouam �: No 4975 t`PO 10 0.270"HIGH CENTER FIN WEATHERSTRIP VINYL I. <aa�caas Ace+,Ai ens 18 3 1 AI J 11 INTERLOCK COVER WHITE RIGID PVC "EFS E-sp4-1,a errs 12 REINFORCEMENT(SASH)15 GA. STEEL ALLOY 100811010" REGENCY PLUS INC. EXTER10�\ / C) STATE AN 13 REINFORCEMENT(FIXED MEETING RAIL)15 GA. STEEL ALLOY 1008I1010" REGENCY PLUS,INC. \ / NTERIOR `•, I3ss;e;•n"tr rCa:. >f`a.<O R 1 14 PARTING SIKA FLEX 552 SILICONE SILICONE A WO ICONE OD PT SYP S�KO55 MIN. _ e o,,�0de0ro,eA 15 16 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL — 7/8" O.A. INSULATED GLASS UNIT CONSISTING OF: 17 114"ITW ADVANCED THREADFORM TAPCON STEEL TTW 22 19 EXTERIOR LAMINATED GLASS - (2) 1/8"ANNEALED 18 #8 X 1 112"WOOD SCREW STEEL — ® GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL© PRODUCP R6VOISID i 19 719.O.A.INSULATED GLASS(SEE GLAZING DETAIL,SHT 4) s rompljirg wits ttre Florida INTERIAYER, 0.39"AIRPSACE W/ DESICCANT MATRIX 1u..Pl Coda 1?$.& I 20 BULB VINYL WEATHERSTRIP VINYL — STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS Rop:eraoe w ff23 HURRICANE TILT LATCH 1057 SEE NOTE BELO STEEL-ZINC COATEDENDUR 9.8 SS SPACER STAINLESS STEEL c GLAZING DETAIL r GLAZING PAD SETTING BLOCK-2NB-BK-125-028-026 NEOPRENE FRANK OWE 11md Pr C NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME NOT SHOWN IN DRAWING. 10 MAINFRAME Q2 FIXED MEETING RAIL Q SASH&MEETING RAIL ® 21 TILT LATCH WHITE RIGID PVC ---___--- . .__ WHITE RIGID PVC WHITE RIGID PVC -- - - - 0•697"--STEEL--ZINC COATED 0.07D'THK.® 0.066°THK.® 0.070"THK.A 0.176' D.323" m $ 4 3/16" 0.345• n 0.205' 2 1/16" ❑ 1" J 0.37T 0,709° w o 2 3/4" Ill�I�j 0.166" N 1 1/2" D.37T 1.906" 2.260" 1 3/8cl " 5.622• HOC —2 3/16"_.f D.fiss• O �+----3 1/4"--- O 0.803" 1.06r , 1 1.012" O 0.709' 53 m n Q 5 SLOPED SILL COVER 6 GLAZING STOP 1 7 GLAZING STOP 4 PANEL STOP/ O O WHITE RIGID PVC LIFT HANDLE OPERABLE SASH 0,157" FRAME COVER 0,075"THK,j WHITE RIGID P C WHITE RIGID PVC 0' " a J 3 1 WHITE RIGID PVC z a 0.070"THK,& 3 1/2" 0.055'THK 0.055"THK,® 3 w J n 15/16" aWw tof Z 5/8"-� 2 1/8" �' ��� U �_ WELDED MITERED a o o u g CORNER CONSTRUCTION y w c1?6 ycn a•o r 0 ` ` 6 GLAZING STOP O POCKET INSERT 11 INIERI.00K COVER FIXED LITE w o WHITE RIGID PVC WHITE RIGID P® WHITE RIGID PVC 1 w o 0.070"THK. 0.070•THl 0.075-THr A < i d I 13/16" 13 16" /N���� U a,s oc./ V ITS P•) Robert J.ARR.49P.E. FlO 9/ Rde P.E.No.4B752 1 1/8" I 1--1 3/4" � 8 `oaueu�npr I 14 SNMES Q•.� EMS�����N p�••No 4975 :t7 ! Iq 12 REINFORCEMENT 13 REINFORCEMENT 14 PARTING STOP ° \�) ¢ b STEEL STEEL WOOD SHIM STATE OF <17 0.050"THICK 0.050"THICK �`"•,� Fy=30-50KSI Fy=30-50KSI NOTE: CORNER DETAILQA ix PT FS+'. .q��PARTING STOP '¢�e«° Fu=37.5-68.7 KPSI Fu=37.5-68.7 KPSI TO BE SEALED TO 1XRPT WO DIMET BUCK IORRBY OTHERS °1°rso�N l t%N��' L 7— 1 1/2" WITH SIKA 551 SILICONE 15/16" ❑3/4" �_ lttiDUCI li�IYES�BfL ,e comply4n wish the Plots PRODUCI'R&VIS6p vaidie�coee Al 3/4-4-----f I--� 5/8 scceptewce No lB-0911.05 ����1$-41 $•13p / Eapiraliou Vasa U �20 Facpise' 7 6r Dr t14Vu epeainirC Miami 4 i