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HomeMy WebLinkAboutNotice of Acceptance (2) 91 RECEIVED NOV � 7 ,, MIAMI.RADE MIAMI—DADS COUNTY ST. Lucie Count °erm,t�ti�ng � COP"+? PRODUCT CONTROL SECTION DEPARTMENT OF REG ORT'�i1�1DYEl-ONO1VH SOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 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 High Velocity Hurricane Zone. DESCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M.I. APPROVAL D rawmg o. , trt a "Series 2 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. MISSILE 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 MIAMFDADE COUNTY Expiration Date: May ,2020 Approval Date: October 11,2018 flo 11l8 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 5" 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 PpM,P.E. Product Control[Exadliner NOA No. 1,W- 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 611 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. I8-0122.14) 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 PUxaner E. Product Control NOA No. 1 .06 Expiration Date: May 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. Supp, 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 a SERIES '5205" VINYL IMPACT CASEMENT WINDOW- LMI R l- LVSTALLATIONANCHORAGE DETAILS o W tfeo a o aW Y rc GENERAL NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE COMPLY WITH THE 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. v $ a HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. o i a O HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION p o MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 0 N 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, 72 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK } §p DATED 10102108,ADDENDUM DATED 11/05/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE H Z ®11 DATED 01/20109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE INCA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN (31.W O DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS ?(0 ti W H .•m rn VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL pj 2 Q rag m O r 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 0.a Q E Z OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a 6-.tU-FQ- I 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. ANCHOR MANUFACTURER. }r W V N THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOODZ 7 K d ®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION'X'STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 1NCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w U U�Z N EE SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH 2 O -Z n ZONE(HVHZ)REQUIREMENTS. INCH. THE FOLLOWING PROPERTIES: K Jo g Z¢ mer 'e'6 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o Z K u a az 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- N in Z 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 0 Lu 6 •e¢' RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER e TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TOACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBC/FRC FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. 4 ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 12 INCH MINIMUM EMBEDMENT w P n w 5.12. 1-1/2 INCH MINIMUM EDGE DISTANCE ®H.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF N a m R 5.1XAND 2X BUCKS(WHEN USED)SHALLBE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 5.2. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH AC1301. it 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. 522. 21NCH MINIMUM EDGE DISTANCE ®G MASONRY-STRENGTH CONFORMS TO ASTM C.90, Robert J.Amomso,P.E. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY 117 PCF. Fla'iea P.E.Ne.49752 RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE 08 WOOD PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND'MDCA•. °t�r GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �O SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO ��k.e.��G E l�S'•. o DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING TVO e9752 :NO OPTIONS: w .••`1 t��1`� :*� i A.OUTSIDE HVHZ:REQUIRE THAT LICENCED s F 1V Q I ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE O:• STATE OE •<U SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT 9itd641CPQII4Ew" •.'��• R O p::`�W TO BE REVIEWED BY AHJ, t tirn:p1yin2a Ith the PbAi° ie�s••,O 1 ,� B.INSIDE HVHZ:REQUIRE THAT A ONE TIME SITE RvIkEng C.I. SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS Ardc}N=x-ee Idol 'OSI I1.O� 2/Z��O�IAjg1����� ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION E.p9 U'Ii 1 E GENERAL AND INSTALLATION NOTES 3?p 2 E ELEVATIONS �'?a.':^*; 1' �?*ti Uvvi RODUCTREVISED 3 E VERTICALSECTIONS L uildm l C d,1g.ith Floras 4 E HORIZONTAL SECTIONS&GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING do Delo 5 E COMPONENTS,BILL OF MATERIALS&CORNER DETAIL +55.0 55.0 LMI 8 M'mm ede Prodad 6 K m � r_ 10"O.C.TYP. ^ HEAD&SILL PARTING STOP o LL ANCHORS o w �N n 4"FROM WINDOW a o 0 ®FRAME CORNERS 3.75"TYP.FROM PARTING w 36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL WIDTH PARTING STOP ANCHORS x 34.125'MAX. 4 3/4'FROM PARTING D.L.O. 4'FROM WINDOW STOP CORNERS FRAME CORNERS PARTING STOP o 3 JAMB ANCHORS ANCHORS 3 a l9 0 � a w 3 � w'3w� 8.57'O.C.Trp. L5g JAMB ANCHORS I I z nW 2 ofy LU 0 m II II N=Q rn= �aaac� E 7 9/16"O.C.TYP. o' F z 66.1875" 70"MAX. PARTING STOP }-w c)¢ ' 68"MAX. ty to 68.00" MAX. ® UNIT ANCHORS z a MAX. D- 0. II �I HEIGHT W/ WINDOW® I I 006 III �z �3„ UNIT PARTING HIEGHT ad..m ZF ~ HEIGHT 4 I I I I 4 STOP F ®REINFORCEMENTLu S WOOD SCREW 4 4 9.5"O.C.TYp. INSTALLATION w I I I I ®HEAD&SILL I ANCHORS(fYP) R a II I ANCHORS I I SmryLL TAPCON INSTALLATION _ 8 t —1 — I ANCHORS(TYP) REINFORCEMENT F'°°e" At so,PF FOIWe P.E.Na.49752 A C I �j{1FfiES2q!",�e 3 3 36"MAX.WINDOW I ��a`��SV�C ElJg �9✓ WIDTH® - I O: P: No 49752 _ 38°MAX.UNIT 9=• STAT OF WIDTH W/ O,ri•••,p •�V ' I PARTING STOP ELEVATIONANCHOR LAYOUT 0 EXTERIOR VIEW A EXTERIOR VIEW .vowcr Rulamm PRODUCT REVISED 4c camplylan a6h lb.FANA n..Plyi+B with the Fla-id. i 4a7ding G+,3e Building Code 4cergsz.:erlo� -0111-06 Acecysmxe riol O! •4' Exlrlral.'>e!Tate ID Exp' ri Det Dy l;y �glemi,T�de YrcddACod Nliami ede Product of- WOOD BUCK ANCHORING 17 #8 WOOD SCREW WOOD BUCK ANCHORING a *WOOD PROTECTION (SEE INST. NOTE BY OTHERS,& INSTALLATION ANCHOR BY OTHERS,& ,A ® 11A, SHT. 1) BY OTHERS ONE BY PT WOOD BUCK g 1 1/8" MIN. BY OTHERS 4 ® ONE BY PT WOOD BUCK ,q WOOD FRAMING BY OTHERS n BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 17 (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)® CONCRETE BY OTHERS--N #8 WOOD SCREW 1 1/8" MIN. SEE NOTE 4, SHT.1 INSTALLATION ANCHOR 20 SHEATHING EMBEDMENT m 1 ( ) 4 BY OTHERS m o ' 20 a a EXTERIOR FINISH '3 7 a. /8' MIN. 3/8" MIN. EXTERIOR FINISH w BY OTHERS rEDGE DIST. BY OTHERS DIST. DIST. PERIMETER CAULK 1/4" MAX. PERIMETER CAULK SHIM SPACE 21 BY OTHERS BY OTHERS SHIM SPACE 18 #12 WOOD SCREW o o o 20 1 20 1 1 INSTALLATION ANCHOR p 1/4•' ITW ADV THRFM TAPCON INST ANCHOR 15 TTvv77 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) (1-1/2" MIN. EMBED., i © ' 15 rv7oi� 7/8" MIN. E.D.)' <�3 o 2 D 2 `�1 SSD LLLJJJ z l w z _m Z ,&13 7 13 =o<wo mlzz-e- HEIGHT 7 �+xa rn16baaw £zwl,MAX. 14 5 wOU2FEXTERIOR INTERIOR MAX. 14 w°rw WINDOW 14 SECTION B 3 WINDOW EXTERIOR SECTION D INTERIOR 3 o � y�HEIGHT 14 N > nz 68A Q13 5 68,& A 13 5 n Id v 0 J 23 4 23 I 4 � saoue r nava w „w 12 g *ereAk EE 12 m ami 9niaf•:+e.aric 6 a INTERIOR �m rr>•:�.i�!$- ll•o(o 2 7 ZD 2 INTERIO 7 F EsP§::::oe va:a Robes moroso J.A ,PE. 15 EXTERIOR 10 ei EXTERIOR Florlde P.E.No.49752 19 8 15 0 10 ` ,�%W IRS% SHIM SPA E D' 19 12 WO SCREW 1 U 18 /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4" MAX. 1 INSTALLATION ANCHOR SHIM SPACE U21 (1-1/2" MIN. EMBED., @: No 39752 :o 20 (1-1/2" MIN. EMBED., 1-1/2" MIN, E.D.) 7/B" MIN. E.D.)® STAT,O v✓ 17 #8 WOOD SCREW PERIM ER CAULK 3 8 MIN. EDGE DIST � :A, INSTALLATION ANCHOR a .e 3/8" MIN. BY OTHERS 20 oa�ra se OR 10 ®CONCRETE BY OTHERS 4 EDGE DIST.® SHEATHING 20 `'�OSur vaAap ```,` Q(SEE NOTE 4, SHT. 1) a°' a ° a, * " 20 BY OTHERS ONE BY PT WOOD "•'4 a (SEE OTE 5BUCK BY , RS SHT ONE BY PT WOOD BUCK­/ ' WOOD FRAMING BY OTHERS PRODUCE REVISED BY OTHERS' 'WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) I S WOOD SCREW 17 Building emw Code lm the Florids (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR Accryt�ce W" 1 1/S" MIN. 11A, SHT. 1) BY OTHERS,& ® qEM EDMENT WOOD BUCK ANCHORING ,q EMBEDMENT WOOD BUCK ANCHORING SECTION C BY OTHERS,& Dy SECTION A BY OTHERS,& Mien' eProddet m ®3/8" MIN. 3/8" MIN. EDGE DIST. ®EDGE DIST. INTERIOR 1/4" MAX. SHIM SPACE— -1 1/2" MIN. EMBEDMENT - CONCRETE m 3 3 22 5 4 6 7 10 16 1 20 1 1/2" MIN. EMBEDMENT 1/4" MAX. 1" MIN. EMBEDMENT - MASONRY 4 / SHIM SPACE CONCRETE OR MASONRY BY ®GE DISTANCE .g OTHERS (SEE NOTE 4, SHT. 1) m m INTERIOR WOOD PROTECTION w o n 3 22 5 4 6 7 10 16 1 20 BY OTHERS SEE INST. N® 11 A, SHT. 1) a o N w / aw o 7 B" MIN.® ,°. 1/4" ITW ADV THRFM TAPCON EDGE DISTANCE ; 18 INSTALLATION ANCHOR Y ❑ „ #12 WOOD SCREW21 1MIN.® - INSTALLATION ANCHOR ee EDGE DISTANCE 00 WOOD BUCK WOOD BUCK m 1 1/8' MIN. ANCHORING^ 0 ANCHORING o f o a EMBEDMENT BY OTHER A BY OTHERS oQ °a ' ° Z 3 A ❑ ° �0 EXTERIOR #B WOOD SCREW 17 1 1/2" MIN. EDGE DISTANCE - CONC. ¢ ZZ INSTALLATION ANCHOR 2" MIN. EDGE DISTANCE - MASONRY d=m w N 14 13 2 15 20 00 ?o tz w m F Y = G U PERIMETER CAULK SHEATHING a °•EMBEDMENT ® .Fz Z BY OTHERS f BY OTHERS ONE BY PT WOOD BUCK a� v0 U-w o n E„ ®(MIN. 3/4") BY OTHERS WOOD FRAMING o z E 2 (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR >z jI?dz NOTE 4, SHT. 1) 14 13 2 15 20 *WOOD PROTECTION c ON a i,olS SECTION E (SEE INST. NOTE 11A, SHT. 1) �'p 49;-.a EXTERIOR FINISH BY OTHERS VIR PERIMETER CAULK BY OTHERS ® !m 7/8" O.A. GLASS CONSISTING OF: EXTERIOR (AMINATED BY OTHERS � a N ®GLASS W/ THE FOLLOWING MAKE UP: 1/B" ANNEALED WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS a^ 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 Robert J.Aro ,P.E. 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Fl°dda P.E.N°.49762 & AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS `` �,IAMES+4�14�� 13 ` g7Fe•��GENS�.�yG.� \ 22A No 49752 n0 2 / \ 3v STATE OF\�•� 0R1Op'�_�` e1eocA1 e 13 1/2" MINA \a GLAZING BITE y12�1l7C7,� � PRODUCT REVISED em tba.plfinO wW,Ott ft'lic ns complying with the Flotide ]I*_I_ de �Q- q'GLAZING DETAIL 12 g.. a 7t 4'rtt'n'tt Co OMAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENTPARTINGSTOP m �_ 0.090" TYP. WALL THICKNESS O 0.090" TYP. WALL THICKNESS O 0.070" TYP. O 0.045' TYP. 15 0.055" TYP. 20 N.A. WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS 3.250 2.459 0.552 1/2" 4 0.725" G3 D 1.383 o m �10O pI I I r 2.527 2.424 �l7 I rJ 0.940" a a W g `��1q::fl 0.354 I— 1 1/2" I--0.445 1_ Y WELDED MITERED �Q g 0 o CORNER CONSTRUCTION W o z ; 1 �LY a O W ¢ z O a�W�W �gF o c a O - BILL OF MATERIALS lu o �� o m$ W JJ REN/ PART I on DFSLPoPIION SUPPLIER IUTI]9A1 I 1087 WHITE 4 MAIN FRAME «EES WHITE PVL o > LL E d 2 1064 WHITE 4 SASH FRAME «EFS WRITE PVC 3 1103 WHITE 4 GLAZING DEAD «EFS WHITE PVC WZ 10 5 { HJBI72-NW { SCREEN FRAME SHAPED m2UM(IED RIGID VINYL z 3 FGt6%18.0111 FIBERGLASS SCREEN HANOVtR WARE FIBERGLASS MESHMULL n e d 6 -FL%-0165-RK 1 SCREEN SPLINE IMPERIAL PLASTICS HOUDMULL E% W VINYL b 7 .250'K.260' 4 SCREEN CORNER KEYS SUMMIT METAL —__ O7 L) 10,O.C. D 50.01.78.011 1 OPERATOR HARDWARE ASSEMBLY TRUTH 0 FY G. `''P•) B 24-64-32-002 1 RIGHT LOCK ASSEMBLY TRUTH - � 108702-048 6 SCREEN CLIP ASHLAND RIGID VINYL Robert J.AOwTum,P.E. I 1 ® 11 1•K 1/2'K 1/2- 1 FOAM WEEP FILTER W ITEMAN TOM FOAM Flodde P.E.Nu 49752 RIQ •I� 12 2NB-BK-.125-028-026 4 GLAZING PADS FRAM LOVE / is 9KA FLEX552 - IMPACT GLAZING SEALANT SM 4 VENT IMPACTSILICONE INSULATED NS LATEDEM NASDSI MASS AF CORP. GLASS \\\ '�,`,OM STEEL `•,ENS�O�eeei O HOT DIPPED EILVANI?ID G40 ® �Q2:�. �`•,G A16 2164292 10 SHUDDER INIERLOCI( TRUIM METAL No 49752 17 -- - JCS WOOD SCREW(PoSTAWITION ANCHOR) -- Slflii a ,1} /8 - 1/4'ADVANCED TIREIDFOFW TAF7%1N ITW STEEL 1B 32384.92 1 11.5 TRACK OPERATOR TRUTH --- e I •ir 20 ----- 6 PARTING STOP(WOOD 1/2'K 1 1/2) PT PUDE WDOO ® G-OSS MN.® STAT F ;![/ (SEE INST.NOTE 11A.SHL 1) 21 --- - /12 WOOD SCREW(INSTALLATION ANCHOR) ----- STETL .........R 1� STAINLES EN .�•'��?�� 1 22 ---- - DUR Se CSS 6PACER CARgNAL S STL Q eee�s/OI �� SHIM J 23 2NM- I2bax6o]1$ OLAZNO PAD(SETTING BLOCK) FTVNK LOWS NEOPRENE ,�`fflil F716191\ DETAIL 1 ® - G�IN'.PERRT"NAM DNS NOTE: 1X PT WOOD BUCK PRODUCT REV1SM �i9ENESo1� .complying with the Flared. PARTING STOP EXTERIOR PERIMETER ® BY OTHERS %idl (ging wJh the Ris4Yt HBildiog Cud. F�'(Z(0S Cot" Accept—ND l 012214 TO BE SEALED TO 1X PT WOOD BUCK ns:):�cnrYal�� tt•�20 ..o�eLianDa<a I WITH SIKA 551 SILICONE ® 8apimslr�iTDt< R,. By Nsru'Lrrie:'rrh:cr en• mm pr~