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HomeMy WebLinkAboutProduct Approval (4) a FoeCE W".;,�_ JAN 132019 -MIAMI-DARE ST, l ucie County, permitting ngIANu-DARE COUNTY MEN 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 HighwayUopy Mount Carmel PA 17851 LE 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 Hig4 Velocity Hurricane Zone. DESCRIPTION: Series "5305 Tilt"White PVC Double Hung Window APPROVAL DOCUMENT: Drawing No.RPLS0064, titled"Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8,dated 01/12/09,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. 18-0122.11 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.18-0918.04 MiathtEnue country Expiration Date: May 06,2020 Approval Date: October 11,2018 'Pico)/4145 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. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, 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. -18-0122.11) B. TESTS I. 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 series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No, NCTL-110-11422 2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso, P.E. (Submitted under NOA No. 15-06-18.02) 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 Extrusi ns for WLiyAows and Doors, approved on 08/10/17, expiring on 02/28/18. 11 xvmj Man el erez,P.E. Product CoitEgf Examiner NOA No.18-0918.04 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 61 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 NDA No. 18-0122.11) 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422-2, issued by National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 09-0122.05) G. OTHERS 1. Notice of Acceptance No. 15-0618.02, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 10/01/15 and expiring on 05/06/19. Manue e e P.E. Product Cont of Exa finer NOA .18- 18.04 Expiration Date: ay 06,2020 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 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. 18-0122.11, issued to Regency Plus, Inc. for their Series "5305 Tilt"White PVC Double Hung 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 P ez, E. 1-1 Product Control xa ner NOA No. 8-0 8.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS SERIES 5305 TILT DOUBLE HU-IVG IMPACT M'YL ffll"OW 4 INSTAL"nONANCSORAGE DETAILS o a g7� o GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED e TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE L,ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH m m w BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE p g LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR z O STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING. �+ ¢ ® SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR w 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL PRODUCT INSTALLATION. S.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION $ „ UPON SIGNED AND SEALED TEST REPORT# ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS < S Z NCTL-110.11422-2 DATED 12101/08,ADDENDUM DATED 7.MATERIALS- 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF 11/105108 AND ADDENDUM 11 DATED 03/10N9 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK, Q p ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH C9 F mm F WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN HURRICANE ZONE TESTING PROTOCOLS TAS-207,TAS-202 -�p=p,, Y¢a Oma' EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER. ACCORDANCE WITH ANCHOR MANUFACTURER'S z< ' AND TAS-203, 8 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL V O w=1 o 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS w Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE A7.2 GLAZING INTERLAYER KURARAYAMERICA,INC, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE W 70 m p TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. p.O U ZZ THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES, FF ¢ �, COMPLIANCE WITH SAID STANDARDS OS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS o g p� J S� ,51 VELOCITY HURRICANE ZONE ffMZ)REQUIREMENTS. ®8.NOT USED. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE N it F it MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, FOLLOWING PROPERTIES: 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. R USE 1/4 INCH W ADVANCED THREADFORM TAPCONS OF E MASONRY AND 2X FRAMING AS A MAIN WIND FORCE SEE SHEET 6 FOR GLAZING DETAIL. SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING; A. WOOD-PRESSURE TREATED(PT)SOUTHERN `�•, u RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0S5 4O ^ TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION'r STANDS FOR THE FOLLOWING: 5.1.1. 1 112 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION Lu a STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.1.2. 1.12 INCH MINIMUM EDGE DISTANCE FBC/FRC AS RELATED TO WOOD PROTECTION. f � PIE OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ,yto AGENCY HAVING JURISDICTION(AHJ). 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psl AND COMPLIES WITH ACI 301. E S ,,((�� WAS NOT USED IN THE DESIGN OF THE PRODUCTS) 52.2. 21NCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-90, 5.1X AND 2X BUCKS(WHEN USED)SHA 4 DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd-1.6) MEDIUM WEIGHT WITH DENSITY-117 FOR. Robert J.Aman=.P.E. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE 08 WOOD FlorWa RE No.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 8 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESRECORDBILITY OF REVIEWED BY AHHR AARCHITECT OF APPRODESIGN PSTANDARD ARE USED PER THE APPLICABLE ORDAND TO BE EVIEW 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ,��� SANES 4,f,,, q WALL FINISHES,INCLUDING BUT NOT LIMITED TO ��`t1rQ`•.•�C E NSO��i 6.THE INSTALLATION DETAILS DESCRIBED HAEIN ARE 12-IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. pQ;.'V F•'••G� GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT e; No 44975 FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE 3 y OF THE FOLLOWING OPTIONS: STATE CF l/JJ TABLE OF CONTENTSa aam;;!And wLh At OPcA48 °S O •1,+91 g coda J� ��JJPS OQ- `O'aS�OIVO' Data ` SHEET REV. SHEET DESCRIPTION 4,c fFI—'N!a '2020'20201 D GENERAL NOTES,INSTALLATION NOTES d D.P.CHART . 2 D ELEVATION d ANCHOR LAYOUT Bi 3 D ELEVATION d ANCHOR LAYOUT .dia=d a7c:Ylt9•o- PRODUGTRE'VISED u�FIYIn6 with ilte nmi,10 4 D VERTICAL SECTIONS Badding C de OJ?2J1 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Amplsaaa W,jS• 6 6 D HORIZONTAL SECTIONS d GLAZING DETAIL 155.0 LARGE MISSILE .a. ]Do,. 7 D HILL OFMATERIALS AND COMPONENTS IMPACT M s. z4e Product Ca Iu 8 1 D COMPONENTS&CORNER DETAIL i MAX.O.A.WIDTH a � ®W/PARTING STOP 55" ti 0 MAX.O.A.FRAME $ WIDTH 53" on � TOP SASH WIDTH 49.46" �w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00°O.C.TMP. J K 6.00"FROM JAMB 5 5 @ HEAD&SILL CORNERS TYP. o v a 4.00"7YP.FROM Z a o ——— ———— CORNERS OF WINDOW 4.25"TYP. N FROM PARTING — _— — STOP CORNERSs a TOP I I J TOP SASH A, a o 79" 77° SASH l I D.L.O. MAX.® MAX. HEIGHT 6 X HEIGHT 13.75°® :,T—a s o gm HEIGHT W1 UNIT 36.625 I I 32.913" 10.00"O.C. O.C.MAX.TYP. a<n,z 0 PARTING FRAME I I TMP' X 3"O.C.TYP.FOR 0 w=¢ WOOD SCREWS. ti m,w"a STOP HEIGHT s m 2"O C T—I I 0:�- z 4 I I TYP. 4"O.C.TYP.FOR o j o v C I CONCRETE SCREWS. o< j:jp BOTTOM 4 BOTTOM SASH ' � I I N JJ �'4aZ SASH D.L.O. i=w HEIGHT I X I HEIGHT 36.625 i " i 33.113" ®REINFORCEMENT(FYP.) w #12 INSTALLATIONX o, v ——— ———— SCREW #8 X 1-518"SCREWS THRU u�7 (TMP') I ARTING STOPS(TYP.) o I H � 5 Ra!ert J. P.E Na 9762 A N.I'P.E. � I 3.00" LNLLHEAD&SITYP. ....... Erij3 .O BOTTOM SASH ® qr No 4975 Po DLO WIDTH 46.8125° } STATE OF :u/ POO; o4 OBOTTOM P.�ki WIDTH 50.125"� ��sS�ONAI-�N6°�`, +oaoomo9t i ODUCTREVIS•1D ANCHOR LAYOUT ® ""'�° " ' ELEVATION ra r��9r�s�a,altar��'�iw� uiidiag�° . =RIOR VIEW EXTERIOR VIEW ada die$Ce tc muco No j g Aeds¢iF:a no! •04/f9.04- ire' Hare W/PARTING STOPS W/PARTING STOPS +azu u a?.i 20 7 ES' faro adc Product d f dpdYx lDa�le Cceadua a•=eat. MAX-O.A.FRAME WIDTH 53" ti TOP SASH WIDTH 49.46" Lu lu TOP SASH D.L.O.WIDTH 45.75" 3.00"FROM CORNERS @ HEAD&SILL TYP. 6.00"FROM JAMB CORNERS TYP. 6 3"O.C.TYP-FOR x WOOD SCREWS. G TOP SASH 4"D.C.TYP.FOR TOP 6CRETE SCREWS. 77" S D13.75- x r.G fir MAX H 6 HEIGHT O.C.MAX. 32.913" 36 2 TYR a 0 FRAME Qgao= I UNIT y L tc HEIGHT �j-a J, 00;6=9 BOTTOM SASH Z'D.C. 0 TOP ASH D.L.O.D- - EIGHT VH E ILG 32.9, BOTTOM D.L.O. TYP. 0 SASH HEIGHT HEIGHT 33.113" Lu 36.625 4 N &REINFORCEMENT(TypYP..)) o 15.67'O.C.TYP. Cc_D HEAD&SILL Robert J.ArriarWa,M DETAIL I FWde F.E.No.49M qttttoll (SEE SHEET loitjp, . ........ ANCHOR LAYOUT A .. � BOTTOM SASHORyy N. 4975 DLO WIDTH W/O PARTING STOPS 46.8125" STATE OF BOTTOM SASH --j WIDTH 50.125" ELEVATION 0D=R,-V1SW is W"th" ewx��,�g ' EXTERIOR VMWcc 20 10 0.0 Wd. W/O PARTING STOPS by iavi AW udepirodudcretr CONCRETE BY OTHERS 718'MIN.EDGE DISTANCE m (SEE NOTE 4 ON SHEET 1) 1 112'MIN.EDGE DISTANCE 3 0 WOOD PROTECTION(SEE NOTE _ SHEATHING BY OTHERS A11A,SHT.1)BY OTHERS '°. '•° 1 112"MIN. Lt> o EXTERIOR FINISH ° EMBEDMENT 114'MAX.SHIM 2X WOOD BY OTHERS o m BY OTHERS (SEE NOTE 4 ON SHEET 1) w c EXTERIOR FINISH PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS t o BY OTHERS 4 BY OTHERS 1 �—� (SEE NOTE 5® 114"MAX.SHIM 1 112 MIN. > ON SHEET 1) EMBEDMENT 3 EXTERIOR a INTERIOR PERIMETErjFj � 4 6 ® m 2 VERTICAL SECTIOND CONCRETE SUBSTRATE EXTERIOR INTERIOR U7 30 N fA U' ft1 c.¢azw INTERIOR c}3 O w CO EXTERIOR �— 8 HEIGFHT ��VERTICAL SECTION OW w;�U� WINDOW 8 E WOOD FRAME SUBSTRATE u o<? r HEIGHT 2 2 0 O w S 0 11 7 a ~ P 19 2 13r C VERTICAL SECTION 1 s W d S e CONCRETE SUBSTRATE EXTERIOR 30® s INTERIOR v a 2A 19 2 1 rn E o S1 30 � 6 1 fi e S ! EXTERIOR a INTERIOR 2X WOOD BY OTHERS RCEr i3.Mm¢o,F.E. 20 Fladd.RE No.49752 1 m 1 i 1 PERIMETER SEALANT 5 (SEE NOTE 4 ON SHEET 1) I ��tis►�auicgq 5 &X PT 5ONSHEET WOOD 13UCK BY ABYOTHERS 1 ��¢�•iCEN... ®PERIMETER SEALANT 1 1(SEE112'MIN, ) 1 1/2"MIN. d 00 No 49752••.➢G�o BY OTHERS EMBEDMENT 114"MAX.SHIM EMBEDMENT EXTERIOR FINISH m C7 AVslE6tl� "TAT BY OTHERS ,k! EXTERIOR FINISH {uL;7ngCxc n'•c( P:2� • a ° CONCRETE ® BYOTHERS 4cs,:ax<yo/ 04l .O¢ ,FS O R 1Q. ♦�� BY OTHERS(SEE NOTE ¢x Irian pe+o 410NA i WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) 718"MIN.EDGES(. roal", ,&I IIA,SHT.t)BY OTHERS IRODUCMEVSSM 1112'MIN. VERTICAL SECTI N LA sh uk Florid. EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE VERTICAL SECTION �P-)CONCRETESUBSTRATE "—Cont 1 1/2"MIN.EDGE DIST. A ¢ 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS (SEE NOTE 5 ON SHEET 1),&:N 7/8"MIN,EDGE DIST.— CONCRETE IST.CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE ^ E A NOTE 4 ON SHEET 1) 11A,SHT.1)BY OT ERS® 1 11'2"MIN.EMBEDMENT " ° 2X WOOD BY OTHERS SHEATHING BY OTHERS = a q' (SEE NOTE 4 ON SHEET 1) m EXTERIOR FINISH 1 1/2'MIN.EMBED. Q o^ BY OTHERS 1X WOOD BUCK BY OTHERS w ~ ............ EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) a PERIMETER SEALANT BY OTHERS a =w ® BY OTHERS 4 PERIMETER SEALANT q 9 1/4"MAX SHIM ® BY OTHERS 1 1/2"MIN. 1 3 3/8"MIN.® EMBEDMENT $ EDGE DIST. 3 EXTERIOR ' S INTERIOR p o m ❑ :z N 0 1 4 1/4"MAX.SHIM 318"MIN. §rc 2 1 o 1 1 9 EDGE DIST. g J VERTICAL SECTION EXTERIOR 3 8 INTERIOR a s CONCRETE SUBSTRATE m i a a jL O U B WINDOW 2 9 v -i�m HEIGHT WINDOW HEIGHT �v�VERTICAL SECTION w� m H 15 n WOOD FRAME SUBSTRATE O E 2 2 � ® k � EXTERIOR 5 INTERIOR 30 A 8 4�p e I I EXTERIOR O 8 INTERIOR 8 5 Robert J.Am =,P.E. 1 PERIMETER SEALANT FbAaa P.E.No.49752 1 5 ® jBYOTHERS 1 EDGE DIS® �� jAMES�q PERIMETER SEALANT 318°MIN, a`�tt ®BY OTHERS 1 EDGE DIST. I <`�4t� .G�l...4f No 4.975 two 1/4"MAX.SHIM ���� � ° 1 1/2'MIN.EMBED.® EMBE MENT V W— 1 1 ° j 1X WOOD BUCK BY OTHERS STATE OF ;[u a (SEE NOTE 5 ON SHEET 1) Oma."" EXTE BIYOOTHEIRS ° c CONCRETE ® EXTERIOR FINISH BY OTHERS �'oQsJp �4ENQ`?e` 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS SEE NOTE 5 ON SHEET 1 4 ON SHEET 1) ®( ) 1 1/2'MIN.EMBED 1 1/2'MINA4 .EMBED. I WOOD PROTECTION(SEE NOTE A 2X WOOD BY OTHERS lmuIJCr RzNTwm ODUCf REVISLL 11A SHT,1 BY OTHERS 718"M1N.EDGE DIST. tE i- wits the Fkdit campiyma with 0u FW rI4 ® ) 1 1/2"MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) t "� VERTICAL SECTION �i4ACi(IP CQCtC uitd'e,s Cnde VERTICAL SECTION ® I WOODFRAMESUBSTRATE ac:;a:,a+ N•�J�-o9�8.0¢ gaacohht -o�221t II CONCRETESUBSTRATE O9c q By y a+.fFW;s Ca:?.?)VOi:c1ia"�et; viaai o�?tohw i I 112"MIN.EMBEDMENT-CONCRETE 114"MAX.SHIM 1/4°MAX,SHIM 1 1/2'MIN.EMBEDMENT ® 1"MIN.EMBEDMENT-MASONRY 2 7 9 7 2 zsi—P 271112"MIN.EDGE DISTANCE-CONC. v INTERIOR 2XWOODBYOTHERS 2°MIN.EDGE DISTANCE-MASONRY (SEE NOTE 4 ON SHEET 1) aw7/8"MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS EXTERIOR(SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZWG DETAIL 1 8 8 2 1 (ON THIS SHE 19 15 16 WOOD PROTECTION(SEE NOTE EXTERIOR FINISH BY OTHERS z ? o ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SFI�LAm .... ....... 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH BY OTHERS z ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH > > BY OTHERS = ¢Z HORIZONTAL SECTION HORIZONTAL SECTION " o CONCRB'II I"ONRYSUBSIRA78WOOD RRALffi SCn51RATE J G —U m aaa Owl 1/2'GLASS BITE® 0 w=J¢ 7 _FINTERIOR 7/8"O.A.INSULATED GLASS CONSISTING OR ¢ O E EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, O O=O 8 `� � 0.090'TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,118"ANNEALED GLASS, -v O s 0.39'AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8'TEMPERED GLASS o t_ �A z N 318"MIN.EDGE DIST. I 1 112°MIN.EMBED. c 8 3 1 1/2"MIN.EMBEDMENT-CONCRETE 8 W ,� _�U 2"MIN.EMBEDMENT-MASONRY. 1!4"MAX.SHIM 8 ` �� EXTERIOR ®3/8"MIN.EDGE DIST. 1112"MIN.EDGE DIST-C NC. - 1/4"MAX.SHIM W ® 2"MIN.EDGE DIST-MAS RY. 1 2 T 2' 7 2 1 1 27 Qp GLAZING D 718"MIN.EDGE DIST. _ S 78 ETAIL 1 Roborl J.Am ,P,E. Flodde P.E.No.49752 INTERIOR � +++fI+11!!!I!I 1 1/2"MIN. , ,R. JAMES,q �i,�� EMBEDMENT 110 MIN. �0�•'L�GENgF��{�% EMBEDMENT ; No 49752 ro CONCRETE/MASONRY BY OTHERS�a= = t 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) ��lacy 1s411� EXTERIOR (SEE NOTE 4 ON SHEET 1) STATE 101E .'W j WOOD PROTECTION(SEE NOTE p ®11A,SHT.1)BY OTHERS 1 8 2 1 1 1 1 8 1 18 SHEATHING BY OTHERS a 4`' O R I ERIMETERSEALANTBYOTHERS® ®PERIMETER SEALANT BYOTHERS '�'�c`SOAll'... � IX PT WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS r,��/Plsllll++� ®(SEE NOTE 5 ON SHEET 1) WINDOW WIDTH '2t1:-13UL'1`g�S�e721s�3 PRODi1yi gvALISFD 7ffs tSB Bsoem wBlr7ho Florida FXfER10RFlNISHBYOTHERS �1 HORIZONTAL SECTION %,�,;j;R� Bald'8c u �HORIZONTALSECTION woonFnnmeBunstRATe hK^ D�t4a�8Oyl�.bq. A�iWm64e1B-Ot71.J1 Sr.,7irf: ,��/rj F-�PlrehoB L'arc ! CONCREI'8/MASONRY SUB573tAiE By rodu:! I i 2 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER 3 WHITE RIGID PVC "EFS S I MAIN FRAME `- 2 SASH PANEL FRAME WHITE RIGID PVC "EFS FENESTRATION q 3 SASH COVER WHITE RIGID PVC -EFS ISOLUP R CURRENT 19 4 PANEL STOP!FRAME COVER WHITE RIGID PVC "EFS r LL g 5 SLOPED SILL COVER WHITE RIGID PVC '"EFS MO NOA. w o n 6 GLAZING STOP WITH HANDLEWHITE RIGID PVC "EFS; 'o N 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC -EFS 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES w 9 POCKET COVER#1 WHITE RIGID PVC -EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC -EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0210"10.187'x 0.300'CENTER FIN WEATHERSTRIP - ULTRAFAB p a m 14 314'X 1 112"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD SILICONE SIKA CORP- . a c 15 SIKAFLEX 552 SILICONE z 0 o � � 16 #8 X 112"TEK SCREW STEEL - e 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 5 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL > z Z w 19 718'OA INSULATED GLASS CONSISTING OF:118"ANNEALED GLASS,0.D90" GLASS - y U O TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,118'ANNEALED GLASS SASH LOCK LOG TILT SHOE _¢ a u 0.39"AIRSPACE,118'TEMPERED GLASS mSTEEL jT NYLON 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP,WALL TICKNESS NA TYP.WALL TICKNESS NA a o Z-6 m 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE -to c 22 SPRING BALANCE - BSI HARDWARE I 2 1240"-� w r~uj n.2 w 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 0 530' w 0<"m w 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES 0•wr g 1" fe 0 O¢ H Q 25 PIVOT BAR METAL VISION INDUSTRIES g g 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062" T g 150 0 �zE' 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417' �_ s 28 114'IT W ADVANCED THREADFORM TAPCON STEEL ITW 29 ENDUR 9.8 SS SPACER STAINLESS STL CARDINAL 0.735° y 30 2 -12 028-02 NEOPRENE FRANK LOWE U O WHITE PVC O SASH PANEL FRAME 3O SASH COVER PANEL STOP/FRAME FACE MOUNTED KEEPER E B LL WHITE RIGID PVC WHITE RIGID PVC ® COVER ® STEEL TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070° TYP.WALL THICKNES 0.065' WHITE RIGID PVC TYR WALL TICKNESS 0.070' Roberl J.AMo-o,P.E. �--4.170"-j 750" TYP.WALL 1. Flonae P.E.No.4e762 ; THICKNESS 0.070" _� I +�rt4+0,15p• `11181111° 273 � 1.656' 1.000" T-0.315" � 1.326' 0 `L�7 � �p����JAMES q°<<°�� I 1.400° �I I L 6.�:d 0.565' --•-�-0.070• 50 �,*0Elis '*-ZE -7 --�{-1.530' 1.350° 0.467' Qt ND 49752 °:�O � � _ O SLOPED SILL COVER GLAZING STOP I LINT HANDLE 0 GLAZING STOP(OPERABLE SASE[) O POCKET COVER - . 1 Jib�g WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC SPRING BALANCE STATE OF :(!r TYR WALL THICKNESS 0.076° TYR WALL THICKNESS 0.055'. WHITE RIGID PVC © 0% TYP.WALL TICKNESS 0.055" TYP.WALL ( " ' f+-3A50'--4 © 0.306' 1 THICKNESS 0.070° °:-�iSS.,.. . �C?���� J +0.000 �E�e.�` 2155" 0.953" 0.891' 1.857° 0.665°-0.100 1.121' � QT 0.329'---�- 1.220 DIA.MAX. ® REINFORCEMENT INTERLOCK COVER +0.000 RODUCTREVISFD STEEL ® PARTING STOP 1 A77 1.885"-0.1 DO O 1�'mm ^complying with the plwwP WHITE RIGID PVC 0.438" TYP,WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" L WOOD 0'e-5� a plywuc She Flt ° D0 Co 10 j .0j%14) Cry-0.170° - If Tl 44 vin- N AcaR emce rib ff II Nral�aCce Ilio I$'�18.p4. 7 ham-0.725° 0.914° 1500" ® aD.�ryu `2 0.525 v//1/G ( &+ t a�£r.,sef• 1.722° "�?;m�'=•r`X•:ar:n�'f7n- m a ® TILT LATCH ® PIVOT BAR o STEEL-ZINC COATED METALTYP,WALL THICKNESS NA 4 0.697" , 0.176" 0,323" 0,559° w o 0.345" 0.205 ZOW2' 0.173" a o W CL T 0.377" 0.709° v• 0,748 ®• 0.377° 1.906' 2.260" 0.368' • 5.622" 0.669" ❑ —+{ 2.372' 1.122" co v 0.803° 1.067" O� 1.012" •�f-t O 0.709° m I J t 0.544" 0,157"—T } Q S 4 r Cii �m QU 70��W m 0 VC7�jU 3 di W Lu Lu WELDED MITERED z I Z:) CORNER CONSTRUCTION o a o dgie,-=H �3 1 J� sa I w a�dw I 1 LLI i Y) R Robert J.Art -o•RE Fl&da P.E.No.49752 10"O.0 `�vat3NMES 8 (n'P) Q: .....MSF�pGy 1 ®16 © cP NO 49752 :o 0: STAT'4 r -'.4v 18 ® eOO°OOS;�RA�9N���'� ®SHIM DETAIL 1 1X PT WOOD BUCK m BY OTHERS WAOMCT ROQUIS wit PRODUCT REVISED NOTE: S t6wpVna .templyixy with tBe Florid- :xldi-g£-de B-ildir s C-& PARTING STOP EXTERIOR PERIMETER Ac sp n ut Mo 1 - pcotpt-nce hco 1 -0127.11 TO BE SEALED TO 1X PT WOOD BUCK °N"0 pzei ��20 F,"'tion Diete WITH SIKA 551 SILICONE ® pp 0v > S•n"'laetC Mi edc Pmd l r'