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HomeMy WebLinkAboutProduct Approval (3) t Copy II ` MIAMI•DADE 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) ��� r,1L--CE4-L:t5 w—WWfhiamidade.gov/economy Regency Plus,Inc. - 2000 Locust Gap Highway JAN 2 2 lop Mount Carmel,PA 17851 SCOPE: LL uele County, Per;r�l?fr,0 I 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 "5205"Outswing White PVC Casement Window-L.M.I APPROVAL DOCUMENT: 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., 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. 18-0122.14 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 MIAMI•DADE COUNTY Expiration Date: May 06,2020 Approval Date: October 11,2018 10 19- 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 under previous NOA No. 18-0122.14) 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 Stn 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. Manuel P P.E. Product Controlxa iner NOA No. 1 - 911.06 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 H 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. �:V� Manuel P F fez, .E. Product ControlW- 11.106 er NOA No. 1 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-2 Resrency 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 REGENCY PLUS, INC. m SERIES 5205 VINYL IMPACT CASEMENT WINDOW LAH INSTALLATIONANCSORAGE DETAILS M GENERAL NOTES: Y 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE ®COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR BUILDING CODE(FSO)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. o HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. p HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION 0 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS p Z 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 wo SIGNED AND SEALED TEST REPORT#NCTL-110.11618-1, 72 GLAZING INTERLAYER KURARAYAMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. } p DATED 10102/DB,ADDENDUM DATED 11105!09 AND ADDENDUM TROSIFOL NTERLAYF.R PER CURRENT MIAMI DADE Q I-Z ®11 DATED 0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NDA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN d m w r, DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURER'S ?(B ti W m ui VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 1141NCH.SHIM WHERE SPACE OF 11161NCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ~ z N=¢NS -V Z TAS-202 AND TAB-203. 8.NOT USED. OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS � 0-¢- F OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a .� U 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04a1. ANCHOR MANUFACTURER Y U W U-- 1 11 THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD a 1�:E¢z ®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION•X°STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 1NCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w U¢g O SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH U U ¢ �0 Rig ZONE(HVHZ)REQUIREMENTS. INCH, ATHE FOLLOWING PROPERTIES: o 2 z "�i9 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOAD B $ j �a y 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/ A. WOOD PROTECTION.WOOD PROTECTION.WOOD- 0 2 ®5 RESISTING NG SYSTEMRY AND 2X F CAPABLE OF WITHSTANDING AND ® BEENING ASA MAIN WIND FORCE IN.WIND LOAD DURATION FACTOR USED FOROOD ANCHOR DESIGN WHERE) S USE MASO114IIN H IITW ADVANCED TNRY,OR DIRECTLY INTO HREAD PERM T PCONS OF ® MII MASONRY. NIMUM STREATED EC FIC GRAVITY OF 5 LUMBERS U 3 y 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 W 9 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. ARCHITECT OF RECORD AND TO BE REVIEWED BYAHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 121NCH MINIMUM EMBEDMENT w WE 5.1.2, 1.12 NCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 5 m^LL S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. S ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 5.21_ 1 INCH MINIMUM EMBEDMENT E STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 7 INCH MINIMUM EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM G90, RobeRJ.MtlN90E. ,P. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY PCP, Florba P.E.Nw5oo. P.2 RECORD AND TO BE REVIEWED BYAHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH 6,FOR PARTING STOP INSTALLATION USE#8 WOOD PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. S.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND"MDCA•. 11111111391, GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 7,MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE tttt� �pMES °js SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO �t Q` .. •0 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. G�4•,.•L1G N0'.' THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING FJO A9752 pN0 I OPTIONS: 0.OUTSIENGINEER RL•REQUIRECHITEC THAT A REPARELICENCED STATE OF` �!f/ ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE �Q�• ; SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT RkH�11C1' «1 T�•,l.0 O TO BE REVIEWED BYAHJ, �s cKr?L n;wMacFT rub i FI V B.INSIDE HVHZ:RC-QUIRE THAT AONETIME SITE TABLE OF CONTENTS �0 Cgt1' °Or`S�O'71PALENt% °eSt� SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED dcJYloartae Na I�4$el1111111t, I FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION , 'sia-a7 li,:ia ZQ ® 1 E GENERAL AND INSTALLATION NOTES $}/, 2 E ELEVATIONS :twluri RODUCT REVISFD ) I complying with lb.Florida 3 E VERTICALSECTIONS w*Code 4 E HORIZONTAL SECTIONS&GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING 5 E COMPONENTS,BILL OF MATERIALS&CORNER DETAIL +55,0 -55.0 1 By II Miomi ad'P-4dct ` ' i / | \ / ! � � . . . � � ` WOOD BUCK ANCHORING 17 #8 WOOD SCREW WOOD BUCK ANCHORING 'z *WOOD PROTECTION (SEE INST. NOTE BY 0 HERSAA INSTALLATION ANCHOR BY OTHERS m 0 ® 11A, SHT. 1) BY OTHERS $ 1 1/8" MIN. ONE BY PT WOOD-BUCK � ® ONE BY PT WOOD BUCK 2& WOOD FRAMING BY OTHERS BY OTHERS S BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)& CONCRETE BY OTHERS #8 WOOD SCREW 17 o INSTALLATION ANCHOR SHEATHING 1 1/8" MIN. m� (SEE NOTE 4, SHT.1) e . , 20 BY OTHERS EMBEDMENTD a o� ® ° ° 20 a EXTERIOR FINISH • ' ®3/8" MIN. 3/8" MIN. a BY OTHERS---,,,, a — " ' [EDGE DIST. EXTEBIORFINISH OTHERS ®E DIST. W S Y PERIMETER CAULK 1/4" MAX. 1/4" MAX. PERIMETER CAULK o m BY OTHERS SHIM SPACE BY OTHERS 21 SHIM SPACE 20 1 18 #12 WOOD SCREW o=a o 1/4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR a "' 15 (1-1/2" MIN. EMBED., g o� u (1-1/2" MIN_ EMBED., 1-1/2 ®N. E®) 15 �o� 7/8" MIN. E.D.)® a 2 7 2 4 z_' w o_ m Q13 7 rn=�s g' ~ y q Q13 D 6 ��it Z i 6 A i(7-,�w y U) 14 I 5 I 5 �w acai R i MAX. EXTERIOR INTERIOR 14 (Do 'w °"1a WINDOW SECTION B 3 MAX. EXTERIOR SECTION D INTERIOR tL> �'� HEIGHT 14 WINDOW 14 3 8 � �a LL z 0 6HEIGHT a 8Q 13 5 68Q 13 N 1 I 23 I 4 A ©23 5 wkjy � saaut`s'ta�,Y�� '�12 6 n c¢a Flydz •s4,cmtffi I4 y � 'tnM;7rh rvu t 2 6 ' a 2 INTERIOR 7 Acrr;cr.reHa li.b(p 5;p!rrn'•x:G<:ar, 'dD 2 TERIO 7 15 EXTERIOR Rb—rt..Amoroso,RE, 10 gv.; .,, 15 EXTERIOR 0 10 FlotlasP.E.No.49752 19 8 a%%it lot% 1/4" MAX. 19 8 �e�� JP.MES/�A,giioi SHIM SPACE 1 18 ® AtQ "•�GEAl�,Oq�i U 1/4" MAX. lJ INSTALrLATION ANCHOR /4" ITW ADV THRFM TAPCON INST ANCHOR / 1 ��' � �•.�G�' 20 SHIM SPACE 21 ° No 49752 :o (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) O(1-1/2" MIN. EMBED.,: e ffln 7/8" MIN. E.D.) = �,•'a O17 ® F,TAT2 #8 WOOD SCREW PERIM ER CAULK 3 8 MIN. EDGE DIST INSTALLATION ANCHOR 3 8" MIN. ®CONCRETE BY OTHERS ?4: a • e .o EDGE DIST.® SHEATHINGERS 20 2� Q(SEE NOTE 4, SHT. 1) e a ! ° a BY OTHERS BUCK BYPOTHERS T WOOD® 6 a 20 ONE BY PT WOOD BUCK • a.° e e (SEE NOTE 5, SHT. 1) a WOOD FRAMING BY OTHERS w-mplyin Eithft VISED BY OTHERS SE #8 WOOD SCREW 17 D ildias D with[Ire Fimids (SEE NOTE 5, SHT. 1)® 'WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) Hu;idirtg Code � 11A, SHT. 1) BY OTHERSQ ® 1 1/8" MIN. INSTALLATION ANCHOR 1 1/8" MIN. ®EMBEDMENT WOOD BUCK ANCHORING Qq EMBEDMENT WOOD BUCK ANCHORING SECTION C BY OTHERSQq By SECTION A BY OTHERS AA BY Pmaoa I 3/8" MIN. 3/8" MIN. EDGE DIST. EDGE DIST. A INTERIOR 1/4- MAX. SHIM SPACE— 1 1/2- MIN. EMBEDMENT - CONCRETE 1/4" MAX. I' MIN. EMBEDMENT - MASONRY 3 22 5 4 6 7 10 16 1 20 -1 1/2" MIN. EMBEDMENT SHIM SPACE CONCRETE OR MASONRY BY 7/8- MIN. OTHERS (SEE NOTE 4, SHT, 1) ITGE DISTANCE INTERIOR *WOOD PROTECTION 3 2 5 4 6 7 10 18 1 2 A , (SEE INsT. NOTE 11A, SHT. 1) BY OTHERS d 7/8' MIN. 4-A 1/4" TTW ADV THRFM TAPCON EDGE DISTANCE INSTALLATION ANCHOR 15 0 #12-WOOD SCREW 21 1' MINA INSTALLATION ANCHOR 4 EDGE DISTANCE WOOD BUCK WOOD BUCK A ANCHORING ANCHORING 1 1 C MIN. BY OTHERS EMBEDMENT By OTH;�A n I 4 A 8NSTALLAT 1 MIN.® EDGE DIST A A 1/2 MIN. EDGE DISTANCE - CONC. < z EXTERIOR #B WOOD SCREW n-17 2' MIN. EDGE DISTANCE - MASONRY tj�;; INSTALLATION ANCHOR 0 c3 'e 14 13 2 5 0 . 'z a� c42E 1/8" MIN. J ...... -;EMBEDMENT PERIMETER CAULK jA _j�_z uj 0 SHEATHING Ljg— BY OTHERS BY OTHERS a:4 L ONE BY PT WOOD BUCK lu 0 �Fko A(MIN. 3/4") BY OTHERS WOOD FRAMING (SEE NOTE 5, S BY OTHERS (SEE. 1) EXTERIOR NOTE 4, SHT, 1) 14 13 2 15 20 *WOOD PROTECTION 1 Ox I E (SEE INST. NOTE 11A, SHT. 1) .com 0 BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETEOTHERS LK ul rr BY w ONE BY PT WOOD BCK BY OTHERS m 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED GLASS W/ THE FOLLOWING MAKE UP. 1/8- ANNEALED —WINDOW WIDTH___� (MIN. 3/4-) (SEE NOTE 5, SHT. 1) 65 GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL .L T�. 9M 4P.E. 0,ft RAE N� INTERLAYER] 1/8- ANNEALED GLASS W/0.39-AIR SPACE R.bw%J.SECTION #8 WOOD SCREW @ Fk,6 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM INSTALLATION ANCHOR & AN INTERIOR 1/8- TEMPERED GLASS A SIXES q 4*0 EXTERIOR FINISH BY OTHERS N %1*4. ..........4f, 'r- 13 22 No 40752 �ro z 2 3 TATE OR% fVAV- ( ),\ 13 1/2' MINA ;0 GLAZING BITE MopuCr REVISM VMAX r VS LYS%Zw w,;4pg Alb tuvDatia suilding Code tc� - Am 14. Me +F7 13Y GLAZING IlAll 12 Miami LA71NG DETAIL 4 f MAIN O O 0 090E TYPFRAME WALL THICKNESS ® SASH FRAME WALL THICKNESS GLAZING BEAD SCREEN FRAME VENT REINFORCEMENT PARTING STOP 0.070" TYP. O 0.045" TYP, I5 0.055" TYP. 20 N.A. TYP. m WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS 3 3.250 2.459 0.552 0.725" 1/2 � �� �13 1.383 I w 0 oC, -T D N_ 2.527 2.424 �rl'flOf� D.940" �— a i 8 0.354 �— 1 1/2' �—0.445 WELDED MITERED a LL 3 �zJa CORNER CONSTRUCTION® pS W Q o 1 zm W,� ?()�WN m Vi Ul=Q!'n� W06-0 h BILL OF MATERIALS Is,: a��.1� mw PART� OTY DESCRIPTION SUPPLIER UATERAL K o I 1083 WNTE 4 It4N FRAME EFS WHITE PJC >vj �t9 2 2 1094 WHITE 4 SASH FRAME N i 5 1107 WHITE 4 GIADNG BEAD ��EFS WHITE PVC / 4 HJ9172-NW 4 SCREEN FRAME SHAPED UNLIMITED FWD VNTL zoo 1-9 s FUIB%16.011 1 FIBERGLASS SCREEN HAMMER WERE FIBERGLASS MESH Wa B Ex-TTX-016.5-Rf( 1 SCREEN SPUHE IMPERIAL PLASTICS HOUDW'AM luO 10"O.C. 7 .280'%.260' 4 SCREEN CORNER KEYS SUMMIT METAL DO U m N LL BSOAI.78.011 1 OPERATOR HARDWARE ASSEMBLY TRUTH _— a (TyP') 9 24-84-32-002 1 RIGHT LOOK ASSEMBLY TRUTH ---- I 1 ® l0 1' 9702-048 B SCREEN CLIP ASHLAND FWD VINYL Robe t J.A I mUGD,P E. 11 %1/2*%1/2' 1 FOAM WEEP FILTER WNfTE11AN TOYER FOAMFbNde P.E.NO,49752 Q 1'7 12 2NB-BK-123-028-MB 4 GLAZING PADS FRM'N LOVE --_- 13 / \/ 14 SIVA FLEX FSz - IMPACT 1 IMPACT wS�IXATM LAMM70 GEASs Ala SEALANT SIRA CORP. � ONE jah1E$�q�i°�, 15 Y 4 NOTDIPPEDGALVVANIZmSGW 15 cALNAN®stm® O�FQ;• EN........,O�G�� 16 21642.92 10 SNUBBER INTERLOCK TRUTH METAL NO 49752 :�t7 17 __� _ tib WOOD SCREW(I67A1.MAOION AJIrXIXR) yam - ;* 16 -- - 1/4'ADVANCED 1NREADFORL TAPCON ITw STEEL e . 18 3239492 T 11.5 PACK OPERATOR TRUTH 20 ----- 9 PARTING STOP(WOOD 1/2'%1 1/27 PT PINE WOODG-0.55 Mw. (SEE wsr,NOTE 11A set.1) ® ® ' T•. C4 21 OOD St" 123 2Ne$(-1234RBCG6 / OPlA(,rTNO 110N ANCHOR) CARDDU1 NBT 11E55 BFL °iOeM. 6p1 © ASHIM - Fmw IOVE NEDpRB1E NOTE: DETAIL 1 ® - ��"�EbfrM I SOLLYMNS uSA INC„PER g1PRENTMD NOA 1X PT WOOD BUCKS PRODUCE'REVISED PARTING STOP EXTERIOR PERIMETER ® BY OTHERS lb.n%46. klft�ild�rg "'"'16°F'°^'' eTO BE SEALED TO 1X PT WOOD BUCK 6LKE1:.rdb lb-U 1!•OG., n 0122.14•GAW,nMnx 1FWITH SIKA 551 SILICONE ��y��promaV