Loading...
HomeMy WebLinkAboutProduct Approval (2) RECEIVED -3-677 , 1 N 0 5 2018 MIAMI- C01"ST , ie county, Permitting ® � MIAMI—DADE 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 CCEPTANCE OA www.miamidade.eov/economy I y P us,Inc. cust Gap Highway Carmel,PA 17851 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 incl DESCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-LMP', 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 MIAMWADE COUNTY Expiration Date: May 06,2019 Approval Date: March 08,2018 Pagel Re!ency 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. 08-1118.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 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. Manuel PKre74P.E. Product Control EssAiner NOA No.18.0122.14 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-1 J ' Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 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 115205" Outswing White PVC Casement Window—L.M.I., approved on 12/05/13 and expiring on 05/06/19. anuel Pere P.E Product Control Ex ine NOA No. 18-01 . 4 = Expiration Date: May 06,2019 Approval Date: March 08,2018 E-2 RejZency 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 6t1 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 115205"Outswing White PVC Casement Window—L.M.I., approved on 10/01/15 and expiring on 05/06/19. Manuel Per z, E. Product Control a ner NOA No. 18- 22.14 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-3 Q tY REGENCY PLUS, INC. a m SERIES '5205" VINYL IMPACT CASEMENT WINDOW- LMI 4 INSTALIA TION ANCHORAGE DETAILS o w o a o aw -T-- 1. F.URRCME DUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION I-ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING.ZONE(HVHZ)AT THE DESIGN PRESSURE STATED SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. O EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION p3 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 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 Z INTERLAYER AND SEALED TEST REPORT#NCTLA 10.11618-1, 7.2 GLAZING INRLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. Y 3 p DATED 10/02/08,ADDENDUM DATED 11/05/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE ¢ 2 Z All DATED 01/20/09 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN 1j�G W Z DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS =L9 ti W 0 m co VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 14 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL y=4 cog U Y TAS-202 AND TAS-203. 8.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES W :)ITH STRENGTHS LESS %a.< I Q z OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE d F F 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04ol. ANCHOR MANUFACTURER. Y t- TME STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE 812 WOOD Z j as p ®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION•X•STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS W U Z J 4 SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH W O F Y ZONE(HVHZ)REQUIREMENTS. INCH. ATHE FOLLOWING PROPERTIES: OG g m Z-r 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS r >W g 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1 X BUCK TO CONCRETE! A. WOOD PROECTION.W000 PROTECTION.WOOD- Z MASONRY,OR CONCRETE MASONRY, IFYELLOW PINE. LnRESISTINGSFRAMING FORCEBEEN ,s HEREIN. ' a YS M CAPABLE WITHSTANDING AND ® BEUS D FOR WOOD ANCHOR DESIGN WHEREUSE INCITW ADVANCED THREADORM TAPCONS OF MINIMUM SPECIFIC GRAVITY OF 0.5UMBERo � 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 y a J m FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. K ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 1/21NCH MINIMUM EMBEDMENT W n'y 5.1.2. 1-12 INCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF rA m 5.1X 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. 8 ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 5.2.1. 1 INCH MINIMUM EMBEDMENT STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.2-2. 2 INCH MINIMUM EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C-90, Rohm J. P.E. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY 1117 PCF. Florida P.E Ha 49752 RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE 118 WOOD - PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. 6 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A CODE AND'MDCA'. 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �.•``��SKMES r4, SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO 4t�Q`.•..........'y09�i� DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. �?:•L F THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING NO 49752 OPTIONS: A.OUTSIDE NVHZ:REQUIRE THAT A LICENCED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE _ STATE pF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT n�•.� p �� TO BE REVIEWED BY AHJ. B.INSIDE HVHZ:REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BEAPPLIED FOR AND OBTAINED TABLE OF CONTENTS ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. SHEET REV. SHEET DESCRIPTION 1 E GENERAL AND INSTALLATION NOTES 2 '1t ODUCTREVISED E ELEVATIONS complying with the FloridaI 3 E VERTICALSECTIONS :uildmgC���•01 .�4• 4 E HORIZONTAL SECTIONS 6 GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING c"P H DYe 5 E COMPONENTS,BILL OF MATERIALS E CORNER DETAIL -55.0 -55.0 LMI By Miami ede Pmddct C 5 yq; � Y 10"O.C.TYP. HEAD 8 SILL PARTING STOP w o m ANCHORS a W G S (XHEAD FROM WINDOW LS a a o AME CORNERS3.75"TYP.FROM PARTING 36.00"MAX. FRA: SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING STOP ANCHORS Y 34 4 314"FROM PARTING D.L.O. 4"FROM WINDOW STOP CORNERS _ D FRAME CORNERS PARTING STOP Q 3 JAMB ANCHORS ANCHORS a B o 30 ��� H — — —3— z~ -- ----- -- -------------- 3 8.57"O.C.TYP. 3 i g o W I I JAMB ANCHORS I �^ m I II ® wp Y I I 02a<<V ; z 7 9/16"O.C.TYP. a 0 j t-z< 66.1875' I I I 70"MAX. PARTING STOP }�-w 0, " 68.00" MA' ® UNIT 68"MAX. I ANCHORS z 7<a< MAX. D.L.O. I' I I HEIGHT W/ WINDOW® W v0 o �S UNIT PARTING HIEGHT �F HEIGH 4 I I I TF STOP 5<®REINFORCEMENT WOOD SCREW w 4 I 4 INSTALLATION w _w®HEAD 8 SILL ANCHORS(TYP) � R ANCHORS I TAPCON cn ESR INSTALLATION ANCHORS(TYP) Roben J.A-o,P.E. REINFORCEMENT® — — FtoMs P.E.No.49752 — — = 3 3 36"MAX.WINDOW �`�4��•'�GENS`09G WIDTH® �-• No 4'-)T52 38"MAX.UNIT -3 WIDTH W/ �. STATE OF PARTING STOP® �"l,,",QNA` ELEVATION ANCHOR LAYOUT AA EXTERIOR VIEW EXTERIOR VIEW PRODUCE REVISED s complyi�g with ttx Fl-i& Bcdd*Code Accept—Rb Nl •4" 5x t By Atixmi -d'.. rcd-1- of 0 U K C 0 IN 17 #8 WOOD SCREW WOOD BUCK ANCHORING BY OTHERSQA "WOOD PROTECTION (SEE INST. NOTE BY OTHERS QA ® 11A, SHT. 1) BY OTHERS INSTALLATION ANCHOR m ONE BY PT WOOD BUCK ® ONE BY PT WOOD BUCK 1 1/8" IN WOOD FRAMING BY OTHERS BY OTHERS $ EMBEDMENT SEE NOTE 5, SHT. 1)® 4 BY OTHERS (SEE NOTE 5, SHT. 1) 17 (SEE NOTE 4, SHT. 1) CONCRETE BY OTHERS #8 WOOD SCREW MIN $ (SEE NOTE 4, SHTA) INSTALLATION ANCHOR 20 SHEATHING EMBEDMENTA o m BY OTHERS �+' a t ® A c 20 <N EXTERIOR FINISH ®3/8" MIN. 3/8" MIN- [EDGE d 4 • . - EXTERIOR FINISH m BY OTHERS rEDGE DIST. BY OTHERS EDGE DIST. + I Y PERIMETER CAULK 1/4" MAX. 1/4" MAX. PERIMETER CAULK o BY OTHERS SHIM SPACE BY OTHERS 21 SHIM SPACE LL 18 #12 WOOD SCREW o 4 a o 20 1 1/4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR p 15 (1-1/2"� MIN. EMBED., 1-1/2" MIN. E.D.) (1-1/2" MIN. EMBED., z Z 50� 4 © ® 15 fiollo� 7/8" MIN. E.D.)® > 3 L�IZ�( LLJI ¢ ~ 2 D 2 4 =m 2z uj 1313 D 7 x¢ � e� n r Y z A 6 A 6w U w I I tjN�H a "a 5 5 u71D¢f�- 5 MAX. 14 EXTERIOR INTERIOR 14 w 8 U_,w un ^ WINDOW 14 SECTION B 3 WINDOW EXTERIOR SECTION D INTERIOR 3 8 m Z> g e°' HEIGHT 14 N > ��* z HEIGHT s 68Q Q13 5 68QA A 13 5 , �� A 23I 4 Q 23 w "" 4 w II w �R12 6 12 pm 6 2 INTERIOR 8� 2 INTERIOR � EXTERIOR 7 Robert J.A-,P.E. 15 10 15 EXTERIOR 10 Florida P.E.No.49752 I 19 8 0� ,,����tuobq��' 1/4" MAX. 19 8 `% J0.MES q�.,� SHIM SPACE 1 18 ® 1 #12 WOOD SCREW ���-��GEP15' •�;q U /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4 MAX. U INSTALLATION ANCHO O M: : •rP No 49752 O i 20 (1-1/2•• MIN. EMBED., 1-1/2" MIN. E.D.) SHIM SPACE 21 (1-1/2" MIN. EMBE :* ! 7/8" MIN. E.O.) 3 8 MIN. EDGE DIST Sr;t7a o :w 1O8 WOOD SCREW ER CAULK# PERIM r G T INSTALLATION ANCHOR �mumnri X010 '�. a 3/8" MIN. BY OTHERS 20 T eF'� O R 1 �.•'G��.� } ®CONCRETE BY OTHERS '. 4 EDGE 01ST.® SHEATHING 20 QA(SEE NOTE 4, SHT. 1) • ONE BY PT WOOD 'd 4 20 BY OTHERS BUCK BY OTHERS ) ONE BY PT WOOD BUCK a . 11 (SEE NOTE 5, SHT. ° ° WOOD FRAMING BY OTHERS PRODUCPREViSM BY OTHERS A #8 WOOD SCREW 1� m o-0yiM with the Florida 'WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) B.il"gC.de (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR O 11A, SHT. 1) BY OTHERSA ® 1 1/8" MIN. Aartpa hl. 1 1/8" MINWOOD BUCK ANCHORING Q& � WOOD BUCK ANCHORING &EMBEDMENT EMBEDMENT. SECTION A BY OTHERSA SECTION C BY OTHERSA wireor r, x, I , ®3/8' MIIST.N. /8" MIN. EDGE D INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. 3 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 7/8' MIN. SHIM SPACE CONCRETE OR MASONRY BY OTHERS (SEE NOTE 4, SHT. 1) SGE DISTANCE INTERIOR $ *WOOD PROTECTION w r (SEE INST. NOTE 11A. SHT. 1) �'R 3 2 5 4 6 7 10 16 1 20 BY OTHERS ® a O / ® °w EDGE DISTIANCE 'a,' 1/4" [TW ADV THRFM TAPCON � 18 INSTALLATION ANCHOR C 112 WOOD SCREW 21 1' MIN.® Y INSTALLATION ANCHOR a EDGE DISTANCE _ ac WOOD BUCK OOD BUCK LL n 1 1/8" MIN. ANCHORING/� 0 ANCHORING o o U EMBEDMENT BY OHERa BY OTHERS a 30 EXTERIOR #8 WOOD SCREW 17 1 1/2" MIN. EDGE DISTANCE - CON < I-Z 2p INSTALLATION ANCHOR 2" MIN. EDGE DISTANCE - MASONRY w �j — 14 13 2 15 ac z c� W m vi —1 1/8" MIN. ® j x a � � i Y PERIMETER CAULK EATHING ;EMBEDMENT c33 BY OTHERS BY OTHERS a >r W 0o a�a F ONE BY PT WOOD BUCK ;_ u=+ w 4 ®(MIN. 3/4") BY OTHERS WOOD FRAMING a ' U (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR >i NOTE 4. SHT. 1) o SECTION E 14 13 2 15 20 •WOOD PROTECTION Ny , s (SEE INST. NOTE 11A, SHT. 1) PO TE EXTERIOR FINISH BY OTHERS PERIMER CAULK BY OTHERS ® w= h-� 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS w F m ®GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. 3/4') (SEE NOTE 5, SHT. 1) ® ° INTERLAYER/ 1/8' ANNEALED GLASS W/0.39"AIR SPACE noe"rt�.a oti�,P.e. USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Fbnda P.E.No..975z 14 & AN INTERIOR 1/B" TEMPERED GLASS INSTALLATION ANCHOR SPAESq Art, 13 \ \ Q EXTERIOR FINISH BY OTHERS 22 No 49752 :O 2 I 3 STATE OF :�W 13 1/2" MIN.® L ENOL♦ a GLAZING BITE vRcwucr asvtsrfl as comrlymg wig to Fbd" t Q suildmg coag _ Q.� AccgUm rb q GWING DETAIL 12 ni;a"; r OMAIN E FRAME WALL THICKNESS 2 SASH FRAME 3 GLAZING BEAD 4 SCREEN FRAME 15 VENT REINFORCEMENT 20 PARTING P STOP b 0.090TYP O 0.090" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. O 0.055" TYP. m WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS m 4 3.250 2 459 0.5521/2")�2 x� 1.383 I 0 m W o� 2.527 2.424 0.940" Fo 0.354 1 1 2" Ba wo � 1-0.445 L— Y WELDED MITERED o CORNER CONSTRUCTION® S0 3� o Q a Zo Li 3 w.6 , w n __m f Y fAxQ U)< 'U Q— Z J a R 0 L >F❑-W UQ g 1 LU <aI W rs BILL OF MATERIALS `� �0 TITM 1 PART/ Lm DESCRIPTION SUPPLIER LATERAL o z z1 C-0 �oLLg 1 1053 MINTIE 4 MAIN FRAME r ES wlirE PVC O r' 2 1084 WHITE 4 SWI fAAAIE "EES WHITE PVC OZ .� $ 3 11m WWrE 4 GLAZING BEAD r EFS WHITE PVC N W 1 Lm E we172-HILA 4 SCREEN FRAME SHAPED UFd1Nf1ED RII,'q S1Int N O .o 5 FGI6K16.011 1 FIBERGLASS SCREEN NANOVER MIRE FIBERGLASS MESH W D- o cS 6 E%-fU(-0165�iK 1 SCREEN SPLINE IMPERIAL PLASTICS HOLLOW VNYL W° U n 7 .270'K.260' 4 SCREEN CORNER KEYS SUMMIT"I ----- yU 10"O.C. & 50.01.7&011 1 OPERATOR HARDWIRE ASSEMBLY TRUTH ----- n g m (NP•) 9 24-84-32-002 1 RIGHT LOCK ASSEMBLY TRUTH ---- ® ® 10 6702-046 6 SCREEN CLP ASHLAND RIGID Mwn Robert J.A—so,P.E. 1 1'K 1 2'K 1 Y 1 FOAM RUER WHITE"TOVER FOAM Florida P.E.No.49752 Q 12 2NB-SK-.125-028-026 4 GLAZING PADS FRANK LOVE ----- 11 SILICONE ES / \ is SWuDE FI552 4 VENT REMFORCEIENT lS14 --- I INPACT INSULATED 1013 GLASS ----ORP. GLASS ZFD STEEL ��`FQ�, HOT DIPPED GALVANIZED G40 ® pa:•V F•.G� Q 16 21642.92 10 SNUBBER INTERLOCK TRUTH KETAL NO 497$2 ••:O 17 ----- _ 118 WOOD SCREW(IHSTALATKM ANCHOR) —__ SIM e 78 ----- _ 1/4'ADVANCED THREADFORM TAPCON RW STEEL �* 44/ 19 32384.92 1 11-5 TRACK OPERATOR TRUTH ----- STAT F •� 20 ---- 8 PARTING STOP(WOOD 1/2•K 1 1/2) PT PIE WOOO ® G"0.55 MIN -_-- (SEE NST.NOTE 110 SHIT.I) 'al 21 - - 112 WOOD SCREW(NSTALLATION ANCHOR) ----- SfQI �( O({1.... 1 © 22 _____ = ENW-SS$PAGER CARdNK 6TANE566TL. AAAA 111v1A1 [Int SHIM 23 2NIMW12602a02e G KING PAD(eETING BLOCK) FRANK LOWE NEOPRENE ® N UFAEFS,ENRPERGIRRENTMDNOL.TSS NOTE: DETAIL 1 1X PT WOOD BUCK PRODUCT REVISED complying with 168 Flori& PARTING P EXTERIOR PERIMETER ® BY OTHERS liuildmg Code k,t—NB 0122. 4TO BE SEALED TO 1X PT WOOD BUCK T,Wr� WITH SIKA 551 SILICONE ®