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HomeMy WebLinkAboutProduct Approval (2) RECEIVED DEC 05 2018 MIAMI- MIAMI—DADS COUNTY e MIN I ST. Lucie County, Permitting ODUCT 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 IngTACCEPTANCE OA www.miamidade.gov/economy N 1� y pp teall Y . This NOA is being issued under the applicable rules and regurations govern g the tiise,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 Couhty.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 incl Zone- DESCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-LNT', sheets 1 through 5 of 5, dated 10/14/08,with revision K 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 Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. SSILE 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 revises NOA No. 15-0618.05 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.18-0122.14 MIAMI DUDE COUNTY Expiration Date: May 06,2019 C; Approval Date: March 08,2018 3>>��$ Page 1 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 NDA No. 08-1118.10) 2. Drawing No.RPLS0061,titled"Series `5205' Vinyl Impact Casement Window— LMI", sheets 1 through 5 of 5, dated 10/14/08, with revision J dated 09/24/15, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. 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 casement window,prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11618-1,dated 10/02/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 084118.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 09/03/15,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. v Manuel P rez,P.E. - Product Control ftaiftiner NOA No. 18-0122.14 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest, dated 03/18/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory addendum letters I and II in the Test Report No. NTCL-110-11618-1,both issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11618-1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 12/05/13 and expiring on 05/06/19. Manuel Pere ,P.E. Product Control Exa ine NOA No. 18-01 . 4 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0061,titled"Series `5205' Vinyl Impact Casement Window— LMI", sheets 1 through 5 of 5, dated 10/14/08,with revision K dated 01/08/18, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. 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. 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. F. STATEMENTS - 1. Statement letter of conformance,complying with FBC 611 Edition (2017),dated January 8,2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0618.05,issued to Regency Plus,Inc. for their Series "5205"Outswing White PVC Casement Window—L.M.I., approved on 10/01/15 and expiring on 05/06/19. Manuel Per z,t.E. Product Control 4aYiner NOA No. 18- 122.14 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-3 I i REGENCY PLUS, INC. o a m SERIES "5205" VINYL IMPACT CASEMENT WINDOW— LMI 4 0 OE INSTALLATIONANCSORAGE DETAILS a W i a o aW Y GEE O 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE ®COMPLY WITH THE CURRENT EDIl10N OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING. v o HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. 3 c 5 O HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK 00 NOT INSTALL INSTALLATION O � m MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS Z 2 .• 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF SIGNED AND SEALED TEST REPORT#NCTL-110-11618-1, 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK QF Z DATED 10102108,ADDENDUM DATED 11/05/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE A11 DATED 0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN m w z DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS z W w O U y VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL pj 2 4 W g ~ Y TAS-202 AND TAS-203. B.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS J<EL V¢ Z OF HIGH DENSITY PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE a 0—T F 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM El300-04e1. ANCHOR MANUFACTURER. Y F- THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD Z= a z y ®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION'X7 STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS W U U Z v nE SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH W O0 F>_Q q ZONE(HVHZ)REQUIREMENTS. INCH. OTHE FOLLOWING PROPERTIES: 0-'oo 2 Z 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS > z' 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ A. WOOD PROTECTION.WOOD PROTECTION.WOOD- a in z MASONRY AND 2X FRAMING AS A MAIN WIND FORCEHEREIN.WIND LOAD DURATION FACTOR(Cd=1.6)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, ® PRESSURE TREATED SOUTHERN YELLOW PINE ul RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF MINIMUM SPECIFIC GRAVITY OF 0S5 LUMBER TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBC/FRC m FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE &S.l. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. � g w ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 12 INCH MINIMUM EMBEDMENT y `? 5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 5.2. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. g ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN.APPROVED IMPACT 52.1. 1 INCH MINIMUM EMBEDMENT STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.2.2. 21NCH MINIMUM EDGE DISTANCE AC.MASONRY-STRENGTH CONFORMS TO ASTM C-90, Robert J.Amoroso,P.E. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY 1117 PCF. Florida P.E.No.49752 RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE#8 WOOD PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND'MOCA'.GENEeeele�I��7pd��s� SPECIFIC SITE.C AND IF SITE CONDITIONS CAUSE IY NOT REFLECT ACTUAL NSTALLATION TO DITIONS FOR A 7.MINIMUM WALL FINISHES,INCLUDING BUT NOMENT AND EDGE DISTANCE MATED TOLUDE eeee�P.(' G DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING No 4dJ752 :O OPTIONS: A.OUTSIDE HVHZ:REQUIRE THAT A LICENCED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE STATE OF .<1/ SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT �'•'c �. TO BE REVIEWED BY AHJ. B INSIDE APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS SPEs''rS�OaiA�t�NNeeee ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. SHEET REV. SHEET DESCRIPTION 1 E GENERAL AND INSTALLATION NOTES 'RODUCTREVISED 2 E ELEVATIONS complyin6 vviW the Florida 3 E VERTICALSECTIONS 1,uilding Codc 4 E HORIZONTAL SECTIONS&GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Lmeptanoo No d rndeDrse 5 E COMPONENTS,BILL OF MATERIALS&CORNER DETAIL +55.0 55.0 LMI By Miami ade}' cl Q K o � a 10"D.C.TYP. 4 HEAD&SILL PARTING STOP w o LL ANCHORS a F R ®4"FROM WINDOW a o 0 FRAME CORNERS 3.75"TYP.FROM PARTING m 36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING STOP ANCHORS 5 34• 4 3/4"FROM PARTING D.L.O. 4"FROM WINDOW STOP CORNERS _ D FRAME CORNERS PARTING STOP ' 3 JAMB ANCHORS v a g B ANCHORS 3 a z a w 3 o ----- — — ------ — —- r 3 0 0 — -- " 8.57"O.C.TYP. z=2 w g JAMB ANCHORS c7 w om v' II II ® _ z Y Baa<o 7 9/16"O.C.TYP. a 6I�III I I E4 II II F z 66D70"MAX. PARTING STOP W O "M z® UNIT ANCHORS � aQ rz8. MAX .L . HEIGHTW! WINDOWsl pJo UNIT PARTING HIEGHT® lF 50 :jgmzQJ>HEIGH SOP N _ F ®REINFORCEMENT WOOD SCREW N W s 4 4 INSTALLATION 'n I s m I I HEAD&S LL I ANCHORS(TYP) w ® ANCHORSsWn �'�,� II 11 I I TAPCON m INSTALLATION a jil I I I I ANCHORS(TYP) i i i I Robert J.Amonso,P.E. REINFORCEMENT® Florida P.E.No.49752 -- — 3 —3 36"MAX.WINDOW '1 ® • WIDTH ® e�� N`oo 4B752 36"MAX.UNIT 1. 9 ST" AT• i WIDTH W/ 06• PARTING STOP® ooi�Fs•,C O R IO ELEVATION ANCHOR LAYOUT EXTERIOR VIEW EXTERIOR VIEW PRODUCT REVISED as complying wish the Mari& Bcildnsg Code Acceplenx W �� •4'• Ezpi ti By Miami ado i W O U K A C O IN 17 WOOD BUCK ANCHORING m *WOOD PROTECTION (SEE INST. NOTE BY OTHERS #8 WOOD SCREW BY OTHERSQq A 11A, SHT. 1 BY OTHERS INSTALLATION ANCHOR ® ) ONE BY PT WOOD BUCK o ® ONE BY PT WOOD BUCK 1 1/8" MIN.,& WOOD FRAMING BY OTHERS BY OTHERS 4 BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1A CONCRETE BY OTHERS #8 WOOD SCREW 17 1 1/8" MIN ca - (SEE NOTE 4, SHT.1) INSTALLAaTION ANCHOR 2p BY OTHERS EMBEDMEM� w oLL g� !1OR 20 zEXTEFINISH ®3/8" MIN. / a n a EXTERIOR FINISH 3 8" MIN. n rL°w BY OTHERS rEDGE DIST. BY OTHERS OG DIST. Y PERIMETER CAULK 1/4 MAX. PERIMETER CAULK 1/4' MAX. m BY OTHERS SHIM SPACEBY OTHERS 21 SHIM SPACE 3 o a 20 1 a 18 #12 WOOD SCREW 3 aJ o O1/4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 0 INSTALLATION ANCHOR p �r2 15 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) (1-1/2" MIN. EMBED., z ❑� © ® 15 ❑� 7/8" MIN. E.D.)® ? 4 a 2 2 4 =m wrn omWO Wv!Z Q13 7 13 D 7 da VUtJ z Y 6 6 ❑uj �d v�2ac�i y MAX- 14 5 5 v0 U v$E EXTERIOR INTERIOR MAX. 14 EXTERIOR INTERIOR 3 tu o Z> e� J-- WINDOW 14 SECTION B 3 HEIGHT SECTION D o � j s HEIGHT 14 N > A Q13 5 68QA 13 JA q 5 J 23 J 23 a 8 4 4 w ��'W wU u�i 12 6 126 0 INTERIOR 8 2 7 2 INTERIOR 7 ~ Robert J.Arca s,P.E. 15 EXTERIOR ❑l� 10. 15 EXTERIOR 10 Florida P.E.No.49752 'LttEEA S Z o, 1/4" MAX.19 8 19 8 ��` �4ME$ �b SHIM SPACE 1 18m 4,:'GE h1S`'•.9 U 1/4",MAX. 1 #12 WOOD SCREW Qcb: �,� F .Gs /4" ITW ADV THRFM TAPCON INST ANCHOR U 21 INSTALLATION ANCHO �: No 49752 :o 20 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.ID SHIM SPACE O(1-1/2" MIN. EMBE 7/8" MIN. E.D.) e 17 #8 WOOD SCREW3 8 MIN. EDGE DIST C uTP.T INSTALLATION ANCHOR 3 8" MIN. PERIM ER CAULK e F��� a. b / BY OTHERS 20 o Cy t ®CONCRETE BY OTHERS ' 4 EDGE DIST.® 20 VA; Q(SEE NOTE 4, SHT. 1) ° a SHEATHING ONE BY PT WOOD BY OTHERS ."d 20 BUCK BY OTHERS ! a a (SEE NOTE 5, SHT- ) 1 ONE BY PT WOOD BUCK—/,,.".,. ,- ° PRODUC'P REVISED [ WOOD FRAMING BY OTHERS #8 WOOD SCREWO BY OTHERS® *WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) 17 BuildmgCoodde����m'� (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR AMtpt-Na O 11A, SHT. 1) BY OTHERS 1 1/8" MIN. 1 1/8" MIN. ® Qq EMBEDMENT WOOD BUCK ANCHORING Qq EMBEDMENT WOOD BUCK ANCHORING SECTION C BY OTHERSQA BY SECTION A BY OTHERS,& Miam' eProddct � y Q A3/8" MIN. /8" MIN. m EDGE DIST. EDGE DIST. ® m INTERIOR 1/4" MAX. SHIM SPACE 8 1 1/2" MIN. EMBEDMENT - CONCRETE � 3 22 5 4 6 7 10 16 1 20 1 1/2" MIN. EMBEDMENT 1/4" MAX. 1" MIN. EMBEDMENT - MASONRY 9 7IN MIN. SHIM SPACE ° CONCRETE OR MASONRY BY ®GE DISTANCE INTERIOR .g OTHERS (SEE NOTE 4, SHT. 1) LL �i�fff *WOOD PROTECTION w (SEE INST. NOTE 11A, SHT. 1) 3 wH 3 22 5 4 6 7 10 16 1 20 °: BY OTHERS ® a i w 0 7/8" MIN.® e,". 1/4" ITW ADV THRFM TAPCON EDGE DISTANCE MM ° 18 INSTALLATION ANCHOR® Y ❑ #12 WOOD SCREW21 1' MIN.® INSTALLATION ANCHOR a° EDGE DISTANCE _ 00 WOOD BUCK OOD BUCK LL n 1 1/8" MIN. ANCHORINGANCHORING oda 0 4ul EMBEDMENT BY OTHER SD BY OTHERS 0 w Q ° z 8 o ❑30 1 1/2" MIN. EDGE DISTANCE - CON EXTERIOR #8 WOOD SCREW 17 ¢ I-Z 20 INSTALLATION ANCHOR 2" MIN. EDGE DISTANCE - MASONRYw- 14 13 2 15 as 3c7rm V co S y V y a c ® PERIMETER CAULK .;EMBEDMENT a -Z 10 9 ...... ....... vBY OTHERS wOBY OTHERS t ONE BY PT WOOD BUCK <:a W U w a y J$ ®(MIN. 3/4") BY OTHERS W000 FRAMING w i (SEE NOTE 5, SHT. 1) BY OTHERS (SEE g j NOTE 4, SHT. 1) EXTERIOR * a 60i SECTION E 14 13 2 15 20 WOOD PROTECTION aN a (SEE INST. NOTE 11A, SHT. 1) zoo ,O � EXTERIOR FINISH BY OTHERS BY OTHERS ® rn= � PERIMETER CAULK w o 6 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS W a n w ® GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS `� miL GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. 3/4") (SEE NOTE 5, SHT. 1) ® C 8 INTERLAYER/ 1/8" ANNEALED GLASS W/0.39"AIR SPACE Robert J.Ama—p,RE 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Flodda PX_No.49752 & AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR 13 \ EXTERIOR FINISH BY OTHERS e� JpR..ES Nw., \ 0 s 22 No 497.52 :Po 2 \ 3 a 1 Cv 0 ySTATE OF ,ki ' OR10pty\�� 13 1/2" MINA a [=-Zl GLAZING BITE PRODUC17 Rsvtsrn u complying wiW the FEmi& Building Code 12 By Q arhu �q GLAZING DETAIL Miami adel,.du<t O1 MAIN FRAME 2 SASH FRAME 3 GLAZING BEAD 4 SCREEN FRAME 15 VENT REINFORCEMENT 20 PARTING STOP 0.090" TYP. WALL THICKNESS O 0.090" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. O 0.055" TYP. Am WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS r o •' m 3.250 2 459 0.552 9 0.72-T0 5" 1/2 � w �n Q N 2.527 2.424 c p 0.940" a a W 0.354 �- 1 1/2" —0.445 Y WELDED MITERED �Q a " 0 CORNER CONSTRUCTION® ooaf 3� a � > 1.-0 QUa U=m W"0 ? (7•�-WJ Q.s 7O=Q J< Uw y a�W UQ � BILL OF MATERIALS 0 0 J}�� °"s lu OEM Il PART/ QTY DESCRIPTION SUPPLIER MATERIAL o Z_DO 1 1083 WRITE 4 MAN FRAME F35 WHITE PVC N >to �FY3 Z 2 1084 WRITE 4 SASH FRAME "EFS WHITE PVC PDH 5 3 1103 WHITE 4 CIALNC L1FlD "EES N1/fIE PVC NO 1 $ 4 GI5Xt NW 4 SCREEN FRAME SHAPED UI6IMnID PoGm WEAL m C / s FC76%I6Df1 1 FIBERGLASS SCREEN HANOVER VALE FIBERGLASS MESH �IL or IXVINYL � ol$ B -FLX-04Q165�tLu 165K 1 SCREEN SPLINE IMPERIAL PLASTICS w 0 U n`P m 7 250'%.260' 4 SCREEN CORNER KEYS SUWQf MEFAL -- 0,U 10"O.C. 8 50.01.78.011 1 OPERATOR WRD'NARE ASSORH ABLY 1RU ----- mp I (TYP-) 9 24-84-32-W2 1 RIGHT LOCK ASSDABI.Y TRUTH F S j ® 10 8702-046 6 SCREEN CLIP ASHLAND RIGID VINYL 1 ® RobenJ.Amoms, 11 1'%1/2'%1/2- 1 FOAM WEEP NUER WHITEMAL TOVFN FOAM Florida P.E.No.49752 QI-7 12 2NB-SK-.125-026-026 4 GLAZING PMS FRAM(LOVE --- / I / 14 SKH FLEX ssz 1 IMPACT U6uu1EDDLVMINNATED GLASS A.F.G.� s� e\ ��jPb1ES q Opp \ 15 '-- 4 VENT DIPPED GALVANIZEDI� TA X15 ---- GALVAM2ED SIEELQHOT IV 0, Qto 2164292 10 sNUBBER INTERLOCK TRUTH METAL AVO 479752 LSO 17 - 18 WOOD SCREW(INSFAUATION ANCHOR) -- Sim Ao , 78 -- - 1/4'XNANCIED THREADFORM TAPCON IIW STEEL 19 32384.92 1 11.5 TRACK OPERATOR TRUTH ----- 1 .t PT PINE WOOD ® G-OM WIN ' •.STAT F 20 -- B PARTING STOP(WOOD I/2'%1 1/27 (SEE NST.NOTE 1 A,SM ) 21 - !12 WOOD SCREW(HNSTAJATION ANGOR) ---- Sfff1 ��PC•S(.0.R 7 22 ----- - ENTKIR IB GS SPACER CARDINAL srAldEs9 SHIM J 23 2NB6W12SW.M s GLAZING PAD MERWG SLOCIQ FRANKL0 NEOPRENE OIII Q ® " IFS:'ENERII FENESTRATION TMO N5OOArI0HL4 NOTE: DETAIL 1 1X PT WOOD BUCK PRODUCT REVISED as«Implying with the Florida 1 PARTING STOP EXTERIOR PERIMETER ® BY OTHERS R;mmgCo& Aoccpl�ce IM Ol 2.14• TO BE SEALED TO 1X PT WOOD BUCK •>;pi.at;On Dne WITH SIKA 551 SILICONE r 1',OA9cE' n - I. Florida Building Code Online BCIS Home j Log In ` User Registration Hot Topics ( Submit Surcharge Stats&EFacts Publications �' FBC Staff BCIS Site Map Llnks j,•Search •iF F°dda RECEIVED ��'Product Approval r ah :USER:Public User WP DEC�0 5 2018 Product Aooroval Menu>Application Detail (� ST.:Lucie County,Permitting FL# FL7060�-R6 Application Type Revision 25 Code Version 2017 Application Status Approved tzN r . & ' Comments - ti Archived Product Manufacturer Custom Window S gtyems"Inc. Address/Phone/Email 1900 SW 44th,Avdnue, ` e' Ocala, FL 34474--" a � (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc a.. Technical Representative Jay Lathrop as Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474. (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 s fi amonteverde@cws.cc � Category Windows r, Subcategory Awning i `k .' Compliance Method valuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer z ax Evaluation Report-Hardcopy Received eS ; ' Florida Engineer or Architect Name who developed the Lucas A.Turner m q,'3 Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ©+ Validation Checklist- Hardcopy Received Certificate of Independence FL7060 R6 COI Eva IRe op rt16.'1D dmf f Referenced Standard and Year(of Standard) Standard year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 * ASTM E1886-05 2005 `� https:/,'floridzbuilcling.ory/pr/pr_app_dtl.aspx?paraniz�%vGEVXQwtDq%anjvMZSg39J7,irP°/42bpT Ns4vTIIGZ.FA,VY%3df li 16i2O l8 12:23:49 P\4] Florida Building Code Online 7,77I ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code t•' Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FB,C Approval 10/03/2017 Date Approved 12/12/2017 I rte.�.. .-,_� .w Summa of Products LLLLLLLL Model,[dumber"or.Name ` Description _ ..,. . . �' 17-4 7060.1 AW-8450 Vinyl Awning Window AW-8450 Vinyl Flg/Fin Awning Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7060 R6 II CWS-163D.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports ¢ Other: Large Missile, 48"x 36", +/-67.5 psf.Outer lite in FL7060 R6 AE EvalReport163D.pdf WM I.G.to be fully tempered with used 30 ft, above grade in Created by Independent Third Party: Yes HVHZ. Glass complies to ASTM E1300-04. a� s x i 3 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement.:;Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic entity. y y questions,please contact 850.487.1395.-Pursuant to Section mail to this enti Instead,contact the office by phone or traditional mail.If you have an 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have 'f one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal ri g address,pease provide the Department with an email address which can be please click available tthe public.To determine if you are a licensee under Chapter 4S5,F.S., " Product Approval Accepts: ,k%W ® eCheck t^ :' ws C(edlt Cart! SafL NTyP 4 L https:,Ifloridabuilding.orgipr/pr_app_dtl.aspx?param=ivGEVXQwtDglanjvRl7.Sq 39JzirP%2bpTbNs4vT1JG7.,Ffi VY%3d[1/16/2018 12:2 3:49 P\IJ