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HomeMy WebLinkAboutProduct Approval (2) RECEIVED JAN Y 2019 MIAM MIA M11-DADE COUNTY 5T. Lucie County Per i NTROL 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 OA www.miamidade.Sovleconomy Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 SCOPE: P I This NOA is being issued under the appli ble L% EguC1a %sQgve]Ing 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-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 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 1�f 1IZ7 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 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. Manuel P P.E. Product ControlV- 911.06 iner NOA No. 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 NDA 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. Manuel Ppfez, .E. Product Control*xamker NOA No. Ik-Tf1II.06 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-2 Reaency 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. 4 a SERIES 5205 YIN YL IMPACT CASEMENT WINDOW- LMI L STALLATIONANCHORAGE DETAILS 23a o o� GENERAL NOTES: r 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 m to BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVEA CORROSION RESISTANT COATING. o HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATEDSOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. HEREIN. ® EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION MIAMI-DADE NOTICE OF ACCEPTANCE(NDA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS O zVj o 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF SIGNED AND SEALED TEST REPORT#NCTL-110-11818-1, 72 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. S F z€ DATED 101=8,ADDENDUM DATED 11/05109 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE All DATED 01201D9 AND.ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN w Z DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURER'S ?(_9 m L O to VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL y 2¢rWn S Y y TAS-202 AND TAS-203. 8.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 7 d Q, s z OF HIGH DENSITY PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE a .:F F o 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM El3O0-04e1. ANCHOR MANUFACTURER LuTHE ¢z z ® FLORIDAUILDDINGISTED CODEI(FBC)AND IS CURRENTN THE 4INSTALLATION _COMPLIANCE WITH 10.DESIGNATION 7C STANDS FOR THE FOLLOWING: SCREWS OF IFRAMING,NTO WOOD WOOD SUFFICIENT LENGTH TO ACHIEVE 1 112 N 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS ul U< Z� 9 SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE XOPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH W OJ ZONE(HVHZ)REQUIREMENTS. INCH. THE FOLLOWING PROPERTIES: M o m Z 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS >W m y 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCTS)SHONR 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! A. WOOD PROTECTION.WOOD PROTECTION.WOOD- .Z 1 MASONRY AND 2X FRAMING AS A MAIN WIND FORCE HEREIN.WIND LOAD DURATION FACTOR(Cd=1.S)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, PRESSURE TREATED SOUTHERN YELLOW PINE w 3 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® go BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 114 INCH TTW ADVANCED THREADFORM TAPCONS OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER v 9 2 TRANSFERRING APPLIED PRODUCT LOADS O THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBCIFRC co FOUNDATION 19 THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. 'w ARCHITECT OF RECORD AND TO BE RENEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 V2 INCH MINIMUM EMBEDMENT W rm 5.1.2. I-IQ INCH MINIMUM EDGE DISTANCE B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 5.1X 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 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 21NCH MINIMUM EDGE DISTANCE AC.MASONRY-STRENGTH CONFORMS TO ASTM C-90, R t wt J.A-.,RE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>117 PCF, Florida RE W.49752 RECORD AND TO BE REVIEWED BYAHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A ti.FOR PARTING STOP INSTALLATION USE 98 WOOD PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS. B THE ND MAY NOTTION AILS DESCRIBED HEREIN ARE REFLECT ACTUALCONDIIONSFORA C.ODEAND"MDCA°. 7•MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ��v%%,% SPSES'1110111131tq���. � SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION O WALL FINISHES,INCLUDING BUT NOT LIMITED TO v�4��'�G E IV. DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. df L F•�•9GcP THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING NO 49752 :D OPTIONS: e A.OUTSIDE HVHZ:*REQUIRE THAT A LICENCED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE Q STATE O<± SPECIFICbOCUMENTS FOR USE WITH THIS DOCUMENT 11('pLAENn""4YEYS T•.R� F:��.? TO BE REVIEWED BY AHJ, tstar,71?'Sn;�lthcEcFiarr'Jh i�S•• OR1Q: \`�� i B PECIFICAPPROVAL BEAPPLIED FOR AND OBTAINED TABLE OF CONTENTS M.aTagn�'Nu1 -0911.0 o�'ps��eo�icy� ® FROM THE MIAMI- SHEET REV. SHEET DESCRIPTION RADE COUNTY PRODUCT CONTROL ::(itvtme fi>+ia 1 E GENERAL AND INSTALLATION NOTES ''y I l } 2 E ELEVATIONS u+l:x:•s HU' :i�+iori 80DUCT REVISED i I s complying with ft Florida` 3 E VERTICALSECTIONS uildiog Code l,CL l4' 4 E HORIZONTAL SECTIONS 8 GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING .`. �OCO� I , 5 E COMPONENTS,BILL OF MATERIALS 6 CORNER DETAIL +55,0 -55.D LMI By Miorni ode ProdActC�r 1 s A O Q 10.O.C,TYP. HEAD&SILL o PARTING STOP w ANCHORS ® 4'FROM WINDOW a o FRAME CORNERS 3.75°TYP.FROM PARTING 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.OSTOP CORNERS . 4'FROM WINDOW D FRAME CORNERS 3 JAMB ANCHORS PARTING STOP ' LL B �ANCHORS 0 3 0 ------------- �:o 8.57°O.C.TVP. ¢ 5 JAMB ANCHORS a vi r �� Anda¢v oi=¢rnx m �z 7 9/t6"O.C.TYP. 66.1875' i' I I 70"MAX. i PARTING STOP t w 9 68.00" MAX. ®HEIGHT W/ WINDOW UNIT ANCHORS I Z U 9 MAX. I' II HIEGHT® I ua�jo �'O � g UNIT i E PARTING o HEIGHT ,1, �� �� 4 STOP >Ea ®REINFORCEMENT WOOD SCREW " INSTALLATION 9.5.O.C.TYP. � 4 ®HEAD&SILL ANCHORS(1l P) w ANCHORSTAPCON m S INSTALLATION 8 REINFORCEMENT® I - ANCHORS(TYP) Rohert J.EL No.497&2&2 ------ _--- I _ I FbtWq REL No.49762 3 3 IJ 36"MAX.WINDOW yl ,`ei��,Jp E...fit �` f 'I �a 0••;•NG 4-..9"! WIDTH® PO.• No .99752 38'MAX.UNIT `� ! WIDTH WI 0 ••8TAT OF :� I PARTING STOP® r ,,`ssRELEVATION Q ANCHOR LAYOUTAA �`o"� EXTERIOR VIEW EXTERIOR VIEW "Ft01 f VM!b PRODUCT REVLSED 8 e:cmp�u.�a1`Po fFes Ft45's'47L mmptyiag with the F7o:id4 S.ffAtep,Crtilu Bmlp' Code i 4t•4�M2i'ct v�� 'Oq)1.0� A—pcm No a71 4' t E�ptirscb�t fists I I a9lutai alt Yrcu'dctd:cols'te' gfami xd. t d i L 4 i i WOOD BUCK ANCHORING 17 #8 WOOD SCREW WOOD BUCK ANCHORING *WOOD PROTECTION (SEE INST. NOTE BY 0 HERSQq INSTALLATION ANCHOR BY OTHERi AA ® 11A, SHT. 1) BY OTHERS ONE BY PT WOOD BUCK _ S ® ONE BY PT WOOD BUCK 1 1/8" MINA WOOD FRAMING BY OTHERS BY OTHERS BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT t7 (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)® CONCRETE BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR 20 SHEATHING 1 1/8" MIN.,& m� (SEE NOTE 4, SFIT.1) a ° ,.• BY OTHERS EMBEDMENT w o� ® A °''• " ' 20 a c S EXTERIOR FINISH ° ' ®3/8" MIN. 3/8" MIN. a o BY OTHERS m ° ° ' ° rEDGE DIST. EXTERIOR FINISH EDGE DIST. W } BY OTHERS Y PERIMETER CAULK 1/4" MAX. 1/4" MAX. _ ■ PERIMETER CAULK SHIM SPACE m v+ BY OTHERS SHIM SPACE BY OTHERS 21 o 20 118 #12 WOOD SCREW o 1/4" ITL ADV HINSTALLATION ANCHOR TAPCON INST ANCHOR 20 1 g � 15 M (1-1/2" MIN. EMBED., 1-1/2".MIN. E.D.) (1-1/2" MIN. EMBED., Z a ®. ® 15 Iv7o� 7/8" MIN. E.D.}® a 3 ~�S5 4t,ujN 2 7 2 D z 8) m % Qq 13 Q13 7 =ZQo LIDO z6 N 5 I 5 u�l 0«� a MAX. 14 EXTERIOR INTERIOR MAX 14 w o v 'w S 8 WINDOW 14 SECTION B 3 WINDOW 14 EXTERIOR SECTION D INTERIOR 3 S —> o L az 68" HEIGHT � i QA Q13 5 68Q q 13 5 to to I a JQ 4J�5 23 I ©23 w 12 6 evcoaFlyiz�rrshP !todi`;rg tvu ��C 12 6 2 INTERIOR 7 Atrs[rasa io U.O(„ a s;ci;nr.x:Fsu ZD 2 INTERIO 15 EXTERIOR 10 Ai_ 15 EXTERIOR Robert J.A.-,No. P.E. +'�tilYi•.�tiq:;Rh'«•t1.' ,, � 10 FbtlEa P.E.No,�Byb2 tit I'll's SHIM 4" MAX.PACE 19 8 ® 19 8 ,`����•y{+�11ES�n��°°° 1 U i8 1 t,J IN12 LOOD CH� `� OElYSF;9G� /4" ITL ADV HRFM TAPCON INST ANCHOR 14" MAX. 21/ SHIM SPACEEMBED.,-- 7/8- d°; No 33752 :o (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) � STALATION ANCHOR 2p {1-1/2" MIN. EMBED., .* 7/8" MIN. E.D.) 17 #8 WOOD SCREW 3 8 MIN. EDGE DIST.® eT�E��O1 :'W INSTALLATION ANCHOR 3/8" MIN. PERIM BEYRO HERS 20 a CAULK O RIO ®CONCRETE BY OTHERS "' e , d 4 EDGE DIST.® 20iyALENd`� Q(SEE NOTE 4, SHT. 1) e.: d' n ° • SHEATHING y ONE BY PT WOOD °++++e+uN��� ae °' 20 BY OTHERS BUCK BY OTHERS (SEE NOTE 5, SHT. 1) PRODUCTf28VI5FD ONE BY PT WOOD BUCK—/""' UCK ° :•a a,' " , WOOD FRAMING BY OTHERS 8 WOOD SCREW ...0yinB flhft Flmide BY OTHERS® # 17 as *WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) Auild ng Cade Q (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR 11A, SHT. 1) BY OTHERS A ® 1 1/8" MIN. A, 1161, 'O�LZ: 1 1/8" MIN. EMBEDMENT WOOD BUCK ANCHORING Qq EMBEDMENT WOOD BUCK ANCHORING SECTION C BY OTHERS® BY SECTION A BY OTHERS,& tvi;em Prodbel A,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 4 7/8' MIN. SHIM SPACE ° CONCRETE OR MASONRY BY = �DGE DISTANCE ° OTHERS (SEE NOTE 4, SHT. 1) �'LL INTERIOR a v *WOOD PROTECTION w °' 3 2 5 4 6 7 10 16 1 20 ° BY OHERSN® 11A, SHT 1) a �� /B ® �W EDGEDISTANCE 4-A 1/4" ITW ADV HRFM TAPCON CI ; 18 INSTALLATION ANCHOR® Y o #12.WOOD SCREW 21 1' MIN.® INSTALLATION ANCHOR a° EDGE DISTANCE WOOD BUCK WOOD BUCK a1 1/8- MIN. ANCHORING 0 °_ ANCHORING c `a o EMBEDMENT BH Y OERSA BY OTHERS 0T'l 93 z z : Q 3 ° L5 o w EXTERIOR #B WOOD SCREW 17 1 1/2" MIN. EDGE DISTANCE - CONC. ¢w Zz 14 13 2 15 0 INSTALLATION ANCHOR 2" MIN. EDGE DISTANCE - MASONRY z zz F Y a °'1 1/8" MIN. ® �ya¢� �� z PERIMETER CAULK € BY OTHERS BY SHEATHING OTHERS °' ;EMBEDMENT a w o v ONE BY PT WOOD BUCK •• w 6~ 8(MIN. 3/4") BY OTHERS WOOD FRAMING a .a � `� e (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR o�s� oing SECTION E NOTE 4, SHT. 1) N in o a$�� 1 14 13 2 15 20 *WOOD PROTECTION roa ,0 �3 EXTERIOR FINISH BY OTHERS (SEE INST. NOTE 11A, SHT. 1) y= 31 PERIMETER CAULK BY OHERS ® w '`�Iio 7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS w 9,q� ®GLASS W/ THE FOLLOWING MAKE UP: 1/8" 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) A _ 8 INTERLAYER/ 1/8" ANNEALED GLASS W/0.39-AIR SPACE Robert)A—17 P.R. USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW R.M.PALNo.48752 14 & AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR �oteuneny t 13 EXTERIOR FINISH BY OTHERS ��QS SAb1E3. / \ 22 Q 0�••��OENSF•.9G�i�� i No 40752 •tro STATE OF��w cC0RIp?'�r� 13 1/2" MIN.® iesP0-NAL \a GLAZING BITE y}G S'LT�GMc1;1`� PROOUlyi gm1REVQ. tta s6r.+q 2+,7'.a+a•sAiia ft REQ os complyiog wiW Q.F1Ridd g;yiyi;ed Cev'r. Boldio@CDM ode A`cgn-na lJ°' "� 12 BY GLAZING DETAIL a 6Siani QPM { OMAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME VENT REINFORCEMENT PARTINGSTOPSTOP 0.090" TYP. WALL THICKNESS O 0.090" TYP. WALL THICKNESS O 0.070" TYP. O 0.045" TYP. 15 0.055" TYP. 20 WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS V a 3.250 I.--2.459 0.552n 0.725'- 1/2" x 1.383 I u LL s 2.5272 ~ .424 I o o� 0.940" T__ a a d 0.354 �- 1 1/2- I-0.445 /2"I---0.445 1— a Y WELDED MITERED �¢ Q o CORNER CONSTRUCTION® oQ: � a 3o a � m LU- WJ to V y Vl=Q(�QU z 7 a QD, yy m a(0� W l u,z n LL BILL OF MATERIALS i o 0 goLu ❑�gm REM PART 1 OIL' DESCRIPTION SUPPLIER _ NRiERWL 1•o��m d?T i 1 1083 WHITE 4 MAIN FRAME ••EFS WHITE PC ,o > E . rv7 v Z 2 1084 WHITE 4 SASH FRAME a EFS W10TE pVD N S~ 9 i 3 1107 WHITE 4 ISADNO 6EAD �F35 WHITE Pvc :O Z_±_ SCREEN FRAME HAPED UNUM RIGIO VINYL too / S FOISX16.111 i BERCFl LASS SCREEN SKV40 R WFRE� FIBERGLASS MESH Lu IL C i 8 IX-FIX-OI65-RK 1 SCREdI SPLINE IMPERIAL PLASTICS HOLLOW ViM1 W Dv O.C. 7 .250•X.260• 4 SCREEN CORNER KEYS SUMMIT META OO C7 m LL i 1(TYP-) � a 50.1.78.011 1 OPERATOR HARDWARE A9.SOULr TRUTH p _— pa \''••) a24-84-32-002 1 RIGHT IUM ASSENBLT TRUTH -- 1 _ ® To 8702-048 6 SCREEN CUP ASHLAND RMAD VMri Robed J.Am .P.E. 1 ®. 11 Y X 1 Y X 1/2- 1 FOAM WEEP FILTER WNREMAN TOVER FOAM Fk fde ME N.49752 Q 17 12 20-8)(-.125-M-026 { CIALNO PADS FRAW LOVEEIfGC/fR., 13 SMA FEDI 552 - IMPACT CLAIM SEALANT SITU CORP. SILICONE / \ 14 ---- 1 LUPACT NSIAAlEO IAFRNATED CLASS AF�o-- CLASS ,���.� 5� "S ^ 15 — 4 I�DPEPm REINFORCEMENT I 1015 15 GALVANIZED STEELQ O��Q.•4\Ci EIVS'•7�q�., A16 21642.82 10 SNU88FR ImmuOCK TRUTH METAL No 49752 •:�O 17 --- - 18 WOOD SCREW(NUALLARON ANCHOR) —___ -STEEL 18 _— - 1/4•ADVANCED THREADFORM TAPCON ITR STEEL e . 18 3238452 1 11.5 TRACK OPERATOR TRUER --- STAT F 20 ----- 8 PARTING STOP(WOOD 1/2'X 1 1/27 PT RETE WOOD G-0.55 MN. �• (SEE INST.NOTE IIA.SHL 1) ® A o �.•+.T 21 - 712 WOOD SCREW(INSTALLATION ANCHOR) --- STE71 ��sc•�<!!ttO (p•`'L�Q\�, I i Q 22 ---- = FNOUA 86995PACPli DARDDOL STAMMS fill. °�°OAT SHIM 23 2NB6)(.126026426 O NO PAD(GETTING RLOCKI FRANK LOWB SOPRENE " UShl� TMDNOA.N i NOTE' D ETAI L 1 1X PT WOOD BUCK L� PRODUCT REVISED PARTING STOP EXTERIOR PERIMETER ® BY OTHERS 8T 6:Dsp-0S L v8h:ke Fbzd&a a1�Dmpty�W 1H i)b FIDT1d8 , 49m'cJi6€i'Ods`(y uildiOgCG TO BE SEALED TO 1X PT WOOD BUCK AL^C`. iCi B b-o II.a�Twk, AoeCa �i22 14 i ® EXlria clr+;1 DtFa EL'+ZC WITH SIKA 551 SILICONE RJ ice• I