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HomeMy WebLinkAboutProduct Approval (3) T MIAMI•DADE - MI—DADE COUNTY FCES(4E 5C�y�ODU T CONTROL SECTION DEPARTMENT OR REGULATORY AND ECONOMIC"SOnR� 118 5 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 'v 1 3 Z� R786)31 —2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA ww .miamidade. ov/econom Regency Plus,Inc. 2000 Locust Gap Highway -%Opy Mount Carmel,PA 17F I C g SCOPE: Lt: 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(AIM. 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"5205"Outswing White PVC Casement Window-L.M.I. APPROVAL DDrawing No. 1WES0061, titled eves myl 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., 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. XIISSILE IMPACT RATING• Lar a 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.18-0122.14 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. 18-0911.06 Miaru•na�e couNrr Expiration Date: May 416,2020 Approval Date: October 11,2018 101 �� 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 NOA 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 K dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E.- (Submitted .E:(Submitted under previous NOA No. I8.0122.14) 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 5th Edition (2014), dated 09/03/15,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 15.0618.05) 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. i", a"Ole k4n Manuel P P.E. Product Control iner NOA No. it-211.06 Expiration Date: May 06,2020 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. 18-0122.14) 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. 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 P e-Z .E. Product Control xa er NOA No. 1M- 11.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-2 f 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. 18.0122.14,issued to Regency Plus,Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe , E. Product Control xam er NOA No. 8-0 1.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 0 � E REGENCY PLUS, INC. o m a SERIES '5205" VINYL IMPACT CASEMENT WINDOW- LMI INSTALIATIONANCSORAGE DETAILS o W p I a o� o aW 7 Y 3 GENERAL NOTES: 1.HE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE COMPLY WITH HE CURRENT EDITION 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. to HURRICANE ZONE(HVHZ)AT HE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. c O HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION O o m MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS ❑y 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 w 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 } O DATED 10/02108,ADDENDUM DATED 11/05109 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DARE Q z z ®11 DATED 0120/09 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN r„i W z DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTUREWS ?8;E m vi VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL uj=G LU TAS-202 AND TAS-203. B.NOT USED. OR GREATER OCCURS. SEBE CONSTRUCTED TN USED IN SUBSTRATES SPESTRENGTHS LESS < OF HIGH DENSITY PLASTIC OR SHIM(S) ER THAN THE MINIMUM STRENGTH SPECIFIED BY HE a F F Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130D-04.1. ANCHOR MANUFACTURER. y r w y HE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD z 5 K a ®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION 7C STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w U U Z N E SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH 000 O0 F}z ZONE(HVHZ)REQUIREMENTS. INCH. ATHE FOLLOWING PROPERTIES: o z 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o >w 2a ez_ 4.ADEQUACY OF HE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN S.FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/ A WOOD PROTECTION.WOOD PROTECTK)N.WOOD- H i = ®s MASONRY AND 2X FRAMING AS A MAIN WIND FORCE HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, PRESSURE TREATED SOUTHERN YELLOW PINE N UJ m. RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 1/4 INCH W ADVANCED READFORM TAPCONS OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER :t , RHm 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 FOUNDATION IS HE RESPONSIBILITY OF HE ENGINEER OR APPROPRIATE SAFETY FACTORS PER HE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. a m u+ ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 12 INCH MINIMUM EMBEDMENT w N 5.1.2 1-1/2 INCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF N u 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. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST IISE OF AN APPROVED IMPACT 521. 11NCH MINIMUM EMBEDMENT STRUCTURE BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED, 5.22. 21NCH MINIMUM EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C-90, Robert J.Ammo.PE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>l17 PCF. nodda 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•MDCA•. ,,�e�111f7R/pts GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES.INCLUDING BUT NOT LIMITED TO °°°°Q'�,......... DEVIATE FROM HE REQUIREMENTS DETAILED HEREIN,HEN STUCCO,FOAM,BRICK VENEER AND SIDING. HE BUILDING OFFICIAL MAY ELECT ONE OF HE FOLLOWING Z NO 0,9752 r0 OPTIONS: e A.OUTSIDE HVHZ:REQUIRE THAT A LICENCED + 4:• S- .;� I ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH HIS DOCUMENT %0DUCTliOEV10 T•.'�� O¢�;`�°� TO BE REVIEWED BY AHJ, to eirx l La with the Fled& TATI B PINSIDE HVH7-*REQUIRE THAT A ONE TIME SITE ECIFICAPPROVAL BEAPPLIED FOR AND OBTAINED TABLE OF CONTENTS AaclvRreeM'.1 ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. SHEET REV. SHEET DESCRIPTION O F1.1 E.1)h'AtLo.D41s 1 E GENERAL AND INSTALLATION NOTES �!2 E ELEVATIONS Cc + rkRREVISEDg with the Florida3 E VERTICALSECTIDNS de �4 E HORIZONTAL SECTIONS&GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATINGle5 E COMPONENTS,BILL OF MATERIALS&CORNER DETAIL +5S.0 55.0 LMI Prod0.1 a o � a 10"O.C.TYP. HEAD&SILL to M PARTING STOP o LL @ ANCHORS a w �N m ® 4"FROM WINDOW d o c FRAME CORNERS 3.75"TYP.FROM PARTING w 36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING STOP ANCHORS Y 34.125'MAX. 4 3/4"FROM PARTING D.L.O. 4"FROM WINDOW STOP CORNERS FRAME CORNERS g PARTING TOP 3 JAMB ANCHORS ANCHORS J 3 s o B 3 oza N o � — — 8.57'O.C.TYP. rz g w �I II JAMB ANCHORS �l v I IILuo o Y A TL �aa< _ 7 9/16"O.C.TYP. a� F Q a 66.1875" 70"MAX. PARTING STOP > w c) 68.00" MAX' I 68"MAX. I ANCHORS z a e MAX. D.L.O. I HP / T � ErDoUNITRNG HIEGH ® LA 3 HEIGHT 4 II I� 4 STOP I I N �o$§z F ®REINFORCEMENT WOOD SCREW cLu 1 a 4 " 4 9.5"O.C.TYP. INSTALLATION w $ I i I I ®HEAD&SILL I I ANCHORS(TYP) Y w II I ANCHORS TAPCON rn ^LL N INSTALLATION 8 ANCHORS(TYP) -- — REINFORCEMENTA Flodd J P.E.No.qP.E Rodtla .E,No.49752 A C 36"MAX.WINDOW �`� JPFNES� �i�b 3 3 WIDTH `o® ® :•�.CEIOS�•OgG o=: No 49752 •• i 38"MAX.UNIT }vlv�STAATT�OF • WIDTH W/ T4 PARTING STOP c",� ELEVATIONQ ANCHOR LAYOUT Q I EXTERIOR VIEW EXTERIOR VIEW vouuffREfl4.'wlkm PRODUCTREVISED cs c5mplyiva r4kh thr Float$ as cnmNying with the Florida i eaid7ng Cud. Building Cod. "O! 4cecpta.`ct h!o "�11•� Acc.plance F.pkz.(;.o 4alc Exp . ti i By By "Imi adc Pnuidcocan Miami de Product of *WOOD PROTECTION (SEE INST. NOTE BY OTHE CK ANCHORING 17 #8 WOOD SCREW WOOD BUCK ANCHORING m INSTALLATION ANCHOR BY OTHERS QA ® 11A, SHT. 1) BY OTHERS A ONE BY PT WOOD BUCK g 1 1/8" MIN. BY OTHERS 4 ® ONE BY PT WOOD BUCK Qq WOOD FRAMING BY OTHERS BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 17 (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)® #8 WOOD SCREW O $ CONCRETE BY OTHERS 1 1/8" MIN. m m INSTALLATION ANCHOR SHEATHING ~ o (SEE NOTE 4, SHf.I) 20 EMBEDMENT w a BY OTHERS A ® 20 a Q� EXTERIOR FINISH a'• .° a,- ®3/8" MIN. EXTERIOR FINISH 3/8" MIN. �w BY OTHERS rEDGE DIST. BY OTHERS ®E DIST. Y ¢ PERIMETER CAULK 1/4 MAX. PERIMETER CAULK 1/4" MAX• m BY OTHERS SHIM SPACE BY OTHERS 21 SHIM SPACE S LL 18 #12 WOOD SCREW o p 20 1 11/4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 o INSTALLATION ANCHOR p (1-1/2" MIN. EMBED., z m 15 ❑� (1-1/2" MIN. EMBED., 1-1/2 ©N. E.DQ) 15 0 7/8" MIN. E.D.) 4 f����SS77 4 Iwo z 2 =�t::wo m y ,&13 7 13 7 Jaa6uj Z x 6 A` 6 a W F-ur � U 2=) o MAX. t 4 5 5 000, 9 VO U, 0 4v i EXTERIOR INTERIOR 14 W J l-: J W F m WINDOW SECTION -B 3 MAX. EXTERIOR SECTION D INTERIOR 02—> HEIGHT 14 WINDOW ,4 3 00 �� 6 HEIGHT 68",& ,&13 5 68QA A13 5 ,vi ts% 23 4 23 I w �JH; saeacTr0UTWV 4 w �v I 12 6 .scarny:vnavrthCceF759�3 12 co mpt Rei?i^.v uric 6 p 2 INTERIOR 4cci-:::e^� 11.0 2 INTE 0 7 7 Robe.J.Amo—.,P.E. OR IFlorida P.E.Na.49752 15 EXTERIOR 10 ��� o .gicna:asn?tia+itiF 15 EXTERIOR p 10 SHIM SPACE 79 8 ® 19 12 WOOD SCREW .���kQ�✓�GEENS �9`''. U /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4" MAX. U 21 INSTALLATION ANCHOR ��:' No 49752 20 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) SHIM SPACE O(1-1/2" MIN. EMBED.,_ * 1 7/8" MIN. E.D.)® 17 #8 WOOD SCREW 3/8" MIN. EDGE DIST STATE O INSTALLATION ANCHOR PERIM R CAULK a fi��4 O R l01 a, 3/8" MIN. 8Y OTHERS 20 T e (j ®CONCRETE BY OTHERS ° Q 4 EDGE DIST. 20 iSfO eA���N�`,, Q(SEE NOTE 4, SHT. 1) • n * SHEATHING ONE BY PT WOOD® : Q °, 20 BY OTHERS BUCK BY OTHERS a-a (SEE NOTE 5, SHT. 1) ONE BY PT WOOD BUCK ° a ' PRODUCT REVISED BY OTHERSe WOOD FRAMING BY OTHERS #8 WOOD SCREW 17 .�NYinB with th.Florida *WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) A—pt 1, (SEE NOTE 5, SHT. 1) 11A, SHT. 1) BY OTHERSQA ® 1 1/8" MIN. WOOD BUCK ANCHORING A�cr�tmce?ve 022.14 ®EMBEDMENT WOOD BUCK ANCHORING QA EMBEDMENT SECTION C BY OTHERS, By SECTION A BY OTHERS,& ?diem' Prodbd ®3/8" MIN. 3/8" MIN. m EDGE DIST. INTERIOR 1/4" MAX. SHIM SPACE ®EDGE DIST. 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 R SHIM SPACE CONCRETE OR MASONRY BY 7/8" MIN. OTHERS (SEE NOTE 4, SHT. 1) e m -EDGE DISTANCE INTERIOR "8 ( *WOOD PROTECTION w o n 3 22 5 4 6 7 10 16 1 20 BY OTHERS N® 11A, SHT. 1) a o N / ® aw 0 7 8" MIN. •a°°. 1/4" ITW ADV THRFM TAPCON EDGE DISTANCE ; 18 INSTALLATION ANCHOR Y #12 WOOD SCREW 21 1' MIN.® _ ❑o �INSTALLATION ANCHOR d° EDGE DISTANCE WOOD BUCK WOOD BUCK o n 1 1/8' MIN. ANCHORING ANCHORING o g a o 1ul EMBEDMENT BY OTHERSL/{� ^ BY OTHERS oa a Qo� s A ° ° X03 $ 13 EXTERIOR #8 WOOD SCREW 17 1 1/2" MIN. EDGE DISTANCE - CONC. ¢ Zz INSTALLATION 2" MIN. EDGE DISTANCE - MASONRY Z=ro w 14 13 2 15 20 as .� ® Z=��0 gm F Y PERIMETERBYCAULK OTHERS SHEATHING a c ;EMBEDMENT d(Dw�z 3 Z BY OTHERS Y ud 2 0 I y UN af.. ONE BY PT WOOD BUCK a:,do tai N r ®(MIN. 3/4") BY OTHERS WOOD FRAMING lu o~ (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR >Z NOTE 4, SHT. 1) 14 13 2 15 20 *WOOD PROTECTION av o N a SECTION E (SEE INST. NOTE11A, SHT. 1) P00 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS ® w= �o'aw olwa 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS 4 rn o.fe ONE BY PT WOOD BUCK BY OTHERS I GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH a GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. 3/4") (SEE NOTE 5, SHT. 1) ® 'c INTERLAYER/ 1/8" ANNEALED GLASS W/0.39"AIR SPACE Robert J.AmoN W,P.E. USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Radda P.E No.49752 14 & AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR _ duueeeege 0 ES 13 \ EXTERIOR FINISH BY OTHERS �CEA%S / \ 22A 7 No 4eJ752•..�0 2STATE OF`�•<V 13 1/2" MIN.® \a GLAZING BITE YRODUCJ'REViSFfl ima,6wplyPagwuhCs¢FSerYs nscomplowwiWtfiaFbtida m_+�yasC Suilda�g Code 4 Ac rr�:r-vc..dn 'O 11.0(n0� Accgvrnm� _ q GLAZING DETAIL 12 _ M �_ a . : ilr.3•e'tucbo2fE a MAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENTO . RTINGSTOP z O 0.090" TYP. WALL THICKNESS O 0.090" TYP. WALL THICKNESS O0.070" TYP. O 0.045" TYP. 15 0.055" TYP. 20 N.A.NWALL THICKNESS WALL THICKNESS WALL THICKNESS A WALL THICKNESS ti g 3.250 I 2.459 0.552 1/2" 4 0.725"51 00�0� � ❑ o 1.38I w 0.354 1/2" W2.527 --0.4452.424 0.940" N �_ Y WELDED MITERED �a —< N o CORNER CONSTRUCTION® oC3 a " 0 zZ 1 z< zU U m WM IL� 2❑�Wy m ui Jp�D c U f Y QVg _ L4 InW z0QaO BILL OF MATERIALS mo }}� OF am ITEM j PART I QTY OESCR"ON SUPPLER M TERu1 �'00 Zm Em - I 708]WHITE 4 MAIN FRAME u Ef5 WHITE PVC ndc� 2 7084 WHITE 4 SASH FRAME v EF$ WHITE PVC 3 1103 WHITE 4 GUMC BEAD "-EFS WHffE PVC LU o" L 4 HJ8172-NW 4 SCREEN FRAME SHAPED UNUMIIED RIGID VINYL N❑ 4't m 2 5 FCIaX16D11 1 FIBERGLASS SCREEN KANO"WdRE FIBERGLASS MESH 6 IX-FLX-Q%5-RK 1 SCREEN SPUME IMPERNL PI/SIICS HOLLOW VINYL LUO V u'Pm I 7 .250-X.260- 4 SCREEN CORNER KEYSSUMWf PETAL -- W O 1/0""O.C. B 50.01.78.011 1 OPERATOR KARDWARE ASSEMBLY TRUTH - '� 0 1T•yP•) B 24-84-32-M 1 RGHr LOCK ASSEMBLY 7RUTH - 1 10 8702-018 6 SCREEN CLE' ASHIANO RIGID VINYL Robert J.AM Mw,P.E. I 11 1-X 1 2'X 1 1 FOAM WEEP FILTER ® ® WNREMAN TOVER FOAM Flodde P.E.N.49752 AI 12 2NB-8K-.125-028-026 4 GLAZING PADS FRANK LDrE / I 14 SIVA FLEX 552 - IMPACT GLAZING SEALANSIVA 1 IN.INSULATEDMATED CUSS QsS CORP. S ,PARES 4f"%,,° \ 7s - 4. 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