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HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (9) MI® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 (kOTMi5CCEPTANCE NOA www.miamidade.Eov/economv y1 ,SCOPE: This NOA is being issued tinder 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. ESCRIPTION:Series 1`5205"Outswing White PVC Casement Window-:L. 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 J dated 09/24/15,prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision 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 j 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. Faiture 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 revises NOA No.13-1009.10 and consists of this page 1 and evidence pages 111 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. _ _� NOA No.15-0618.05 raasawaneeouNrr Explration Date: May 06,2019 Approval Date: October 01,2015 gf1P� Page 1 e � A ReEencv PIus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 J dated 09124/15, prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E. 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 20244 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 (b),and TAS.202=94 along with marked up drawings and installation diagram of white PITC singiehung 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.8. (Submitted underNOA 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, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-04e01 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their °Kuraray ButaciteO PVB Glass Interlayer"dated 04/25/15, expiring cin;12/1 /16. 2. Notice of Acceptance No. 12.1120.02,issued to Royal Window and Door Proftales, Plant 13, for their White Rigid PVC Exterior Extrusions, approved ori 0228/13, expiring on 02/28/1 S. P.E. Product Cont o1;Ex finer NOA18.05 Expirationl te: iVlap.0612019 E r z Approval Date, October a1,2015 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest,dated 03/18/15,prepared by PTC,LLC,signed and sealed by Robert I Amoruso,P.E. 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. 08111810) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series "5205"Outswing White PVC Casement Window--L.M.I.,approved on 12/05/13 and 1 expiring on 05/06/19. Manuel P ez, B. Product Control xa ner NOA No. 1 18.05 Expiration Date: May 06,2019 Approval Date: October 011,2015 E-2 ' L REGENCY PLUS, INC. SERIES 5205t� VINYL IMPACT CASEMENT WINDOW - LMI INSTALLATION ANCHORAGE DETAILS g �i 1.THISPRODUCTANCHORAGESHOWNHEREWISOESIGNEDTO 7.MATEfUALS: O.INSTALlAT40NANCHORSANDASSOCIATEOHAROWARE COMPLY WITH STH Ell TION(2014)FLOIUGL BlDL01.G CODE IHSTALLATION HOTS: ` MUST BE MADE OF CORROSION RESISTANTMATERIALOR 3 n (FOC)-BUN.pNOANDRESIOENTIALVOI(IMESINCLUDINDTHE 7.1VMDOWFRAMEMATEWA�ROYALVNNDOWB 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVEACORROSION RESISTANT COATING HIGH VELOCITY HURRICANE ZONE pNF1Z}AT THE DESIGN DOOR PROFILES.PLANT 13 RIGID VINYL PVC PER ANCHOR LOCATION SHOWN. n PRESSLNRE(S)STATED HEREIN. ® MW"ADE NOTICE OF ACMPTA14CE(NNW NO. 9.FOR CONCRETE BLOCK OO NOT INSTALL INSTALLATION 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON 12.112M 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS SIGNED AND SFALf�TEST REPOIRTI NCTI 110.1161&1, THE MINIMUM NUMBEROF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF 3 TILTED 11VWM-ADDENDUM BATED 1IMSM ANDADDE 7 2 GLINTING NTFALAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK y 0 DAIEDHDU3 ®BUTACITE INTERLAYER PER MIAAM47A"NOTICE OF K z DRAWINGS SAMCDANOASSOCIAINACC RANCEWITORY THHIGH ACCEPTP=E(1)p4ho.144916.10. i.SHIMASREQUIRED ATEACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN t(���z VELOC17YHU RICANEZONEDINACGPROTOCOLSTHHIGH SHSA(S).MAXIMUMAL NABLE ACCORDANCE WITH ANCHOR MANUFACTURER'S VELOCITY HURRICANE ZONE TESTING PROTOCOLS T11S-20f.® WITH LOAD BEARING v� TAS-202 AND TAS•20& SHIM SIZE IS U4 INCH,SHIM WHERE SPACE OF 11161NCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL pj�� p t� S.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORIAANCE TO 9.GlA93't OF HIGH DENSITY PLASTIC OR SETTER. THAN THE MONMUM STRENGTH SPECIFIED BY THE ��t L.�ETS THE REQUIREMENTS OF ASTM ANCHOR MANUFACTURER. } m(3 A BUILDINGC DE(L{STEpINTME6THDRESID RESIDENTIAL FLORIDA E1300441. 4.FOR INSTALLATION INTOWOODFRAMING,USE 912WOOD til-c— VOLUMES VOLUME CODE(IBC)•BURRING AND RESDENML SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 NCH 11.INSTALLATION ANCHOR CAPACM FOR PRODUCTS :3 CL n C INCLUDING AND H E COMPLIANCE HNCE WITH SAID STANDARDS 10.DESIGNATION'X'STANDS FOR THE FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE 13716 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH O 3 k , REQUONOHIGHVELOCITYHURRICANEZONE(INVFR) X:OPERABLE PANEL INCH. ®THEFOLLOYANGPROPERTIES: RrtvuwauaNTS. 00000iiii 4.ADEQUACY OF.NIEEXISTING STRUCTURAL CONCRETE I 11.A 113 INCREASE Of ALLOWABLESTRESS FORWIND AFOR INSTALLATION THROUGHIXBUCKTOCONCRETE I A WOOOPROTECTIOKVMDPROTECTION.WOOD- s MASONRY AND 2X FRAM NO AS A MAIN WIND FORCE ® LOADS WAS NOT USED N THE DESIGN OF THE MASONRY,OR DIRECTLY INTO CONCRETE MASONRY, PRESSURE TREATED SOUTHERN YELLOW PINE, 1 PRODUCTS)SHOWN HEREIN,WIND LOAD USE 1114 INCH ITW ADVANCEDTHREADFORM TAPCONS OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER a� TRANSFERRING SYSTEM CAPABLE OF T LOADS TO G E DURA71ON FACTOR(Cd•1A)HAS BEEN USED FOR SUFFICIENT LENGTH TOACHMVE THE FOLLOWING: MUST COMPLY WITH 6TH EDITION FBCIFHC AS .r FOUNDATION IS THEAPPLIEDSPRODUCTYOFTHE THE WOOD ANCHOR DESIGN WHEREV90ODMY ®3.1. CONCRETESUSSTRATE RELATED TO WOOO PROTECTION. FOUNQATION F THE RESPONSIBILITY TO BE OF THE ENGINEER OR FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 11N21NCH MINIMUM EMOEDMENT ARCHITECTOFRECORDANDTOBERENEWEpgYAH,I. APPROPRIATE SAFETY FACTORS PER THE 5.1.2. 1412 INCH MINIMUM EDGE DISTANCE ®R CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF � Els S.IX AND 2XSUCKS(MEN USED)SMALL BEDESIGNED AND APPLICABLE DES"STANDARD ARE USED. 5.2. MASONRYSUBSTRATE 25Mpsi AND COMPUESWITH ALI301. S 5.21. 11NCH MINIMUM EMBEDMENT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 12 IN AREAS WHERE WIND•BOURNE DEBRIS 5.22 21NCH MINIMUM EDGE DISTANCE ®C MASONRY•STRENGTH CONFORMS TO ASTM C-90, goMIJ.Aac•�w P E STRUCTURE,BUCK DESIGN I NEER OR ARCHIATIONTECT l8 THE PROTECTION REQUIREMENTS EXIST USE OF AN MEDIUM WEIGHT WITH DENSITY X117 PCF. Feriae P.E.Na 49762 RECORD AND TY OF THE ENGINEER ORARCHRECT OF APPROVED IMPACT PROTECTIVE SYSTEM 13 NOT Q FOR PARTING STOP INSTALLATION USE 56 WOOD RECORDAND TO BE REVIEWED BY AM). NEEDED. SCREWS, Q THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 13.EACH WINDOW ASSEM13LY WILL BE LABELED WITH 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �r•���RSWES II����i GENERIC AND MAY NOT REFLECTACTUAL.CONDITIONS FOR A APERMANENT LABEL ANDIORSTAMP WITH THE WALLFNISHES.INCLUDING BUT NOT LIITEDTO �tIQ •'.......... CEfY q4 SPECIFIC SNE,IF SITE CONDITIONS CAUSE INSTALLATION TO EXTRUDER CODE AND-MDCA'. STUCCO,FOAM,BRICK VENEER AND SIDING. + p0:•��. "QF�'•9G 4 THE ATE SUFI ING OTHEOFFICIAL MAY ELECT ONE F THE FOLLOWING N�g .0 THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLWV�AHG 1.,\` .� OPTIONS: A.OUTSIDE HVHZ:REQIIRETWRAUCENCED •r STATE OF ENGINEER ORARCHITECT PREPARE AND SUBMIT SITE �l�`,c4Ft.ID. SPECIFIC DOCUMENTS FOR USE WITH IRIS OOCUMENT ' --.-00 •1 D. O p TOBEREVIEMDBYAHJ. TABLE OF CONTENTS B.INSIDE MM'REQUIRE THAT A ONE TIME SITE SPECIFICAPPROVALREAPPLIEDFORANOOBTAINED SHEET REV. SHEET DESCRIPTION ® FROM THE LtlAMWMCE COUNTY PRODUCT CONTROL 1 E GEHERALAND NSTALIATIOIN NOTES 2 E ELEVATIONS FRODUCTR6VISBD 3 E VERTICALSECTIONS - 0� 7 l4e ElotW 4 E HORIZONTAL SECTIONS&GLAZING DETAL DESIGN PRESSURE RATING(PSP) IMPACT RATIO It�ee)ww�(5'OG1809 9 5 E .COMPONENTS, LL OF &CORNER DE AR. X56.0 35.0 LMI MRs*' HEADO.C. HEAD&SILL PARTING STOP 4'FROMVVINDOW ANCHORS FRAME CORNERS 3.76'TYP.FROM PARTING 36.W HERO&SILL ANCHORS STOP CORNERS HEAD&BILL DTH PARTING STOP ANCHORS r 34,126 4"FROM FROM---N 4 3W FROM PARTING D.L.O. Ir wmOw STOP CORNERS FRAME CORNERS PARTING STOP JAMB ANCHORS ANCHORS 8.67'O.C.rYP. JAMB ANCHORS 7 olir O.Q TYP. M.1875* 70'MAX, PARTING STOP L UNIT 6r MAX ANCHORS MAX HEIGHTVW WNNDOW NIT HIPM Ne le.O.C. HT P PH 15 AD I.SIL e P.T... -P ANCH= 3.7�.Typ .T.P.ir 1�426 . IT �GHT 4 JAR N C T- 9 O.C.Typ FA El 11111111111RC NT MOD SCREW R NFO .61 O .TYP. INSTALLATION fi- ANCHORS SILL ---4 1-- ANCHORS(rYP) W1 HEAD ANCHOR$ EAR 7APCON INSTALLATION ANCHORS MP) REINFORCEMENT Ffod"Pl.ft42742 SPJAES WMAX.WINDOW . Ae WIDTHA No 407 2 W MAX.UNITSTATE OF 4t WIDTH WI 0 PARTING STOPjF ORID . ELEVATION ANCHOR LAYOUT EXTERIORVIEWEXTERIOR VIEW A PROM=Rovisso nea 165 Wo DAN 9 FOAHERS CTION (SEE INST. NOTE WOOD BUCK ANCHORING WOOD 8UC ANCHORING t C S.T. i) 8Y OTHERS BY OTHERS& 17 08 WOOD SCREW BY OTHERSNINSTALLATION ANCHOR ONE BY PT WOOD BUCKo 'PTWOODBUCK1 1/8" MIN. OY OTHERSOTf 5, SHT. 1) EMBEDMENT WOOD FRAMING BY OTHERS SEE NOTE 5, SHT, 1THERS /8 WOOD SCREW 17 (SEE NOTE 4, SHT. 1) ( )& d q f (SEE NOTE 4, SHT.1) INSTALLATION ANCHOR20 SHEATHING 1 1/8' MIN• k' k' Y I ® ® 9''. • BY OTHERS EMBEDMENT® pp EXTERIOR flNISH pp 0 p� BY OTHERS a •. '1.. ,•�• &3/8' MIN. EXTERIOR FINISH3/8" MIN. w° EDGE DIST. BY OTHERS EDGE E DIST. SS PERIMETER CAULK---' 1/4" MAX. 1/4' MAX. BY OTHERS PERIMETER CAULK - SHIM SPACE BY OTHERS 21 SHIM SPACE R g 20 1 18 5 $3 15 X12 WOOD SCREW /4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 INSTALLATION ANCHOR 3 9 D (1-1/2' MIN. EMBED., 1-1/2' MIN. E.� 7/8" M" MIN. EMBED., 15 e o� 7/8" MIN. ED.)® E 2 4 2 �J 4 'wN 13 I 8 8 IE 4 14 EXTERIOR 5 I «t222555 MAX WINDOW 14 SECTION B INTERIOR 3 MAX. 14 EXTERIOR INTERIOR S � HEIGHT WINDOW SECTION D 3 �® �13 5 HEIGHT 14 68 ®23 A 13 5 1 6 ©23 1 4 � § 12 12 fiLL 2 INTERIOR8 7 g 2 IN 7 15,19 EXTERIOR o J� 10 EXTERIOR G� 15 10 1/4" MAX. 8 19 a 8 .•``++3AMES••���:i SHIM SPACE 1 18 ® 1112 W000 SCREW O��0•CEk g4f���i /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4 MAX. I INSTALLATION ANCHOR o�•�� sF'9Gj, 20 (1-1/2' MIN. EMBED., 1-1/2" MIN. E.O.) SHIM SPACE 21 (1-1/2' MIN. EMBEO., j No 407s2 jo 7/8" MIN. E.D.)® 3 "TAIE 1#8 WOOD SCREW MW. EDGE DIST Q PERIM R CAULK 1� INSTALLATION ANCHOR 3/8" MIN• BY OTHERS 20 -� anw o�;, .11 ty a ��•' Op1pP:��` ®CONCRETE BY OTHERS ' : . ;• •' EDGE GIST. SHEATHING 20 '�hS/ONAtENV`�. .,ONE BY PT WOOD ��Nhunu►++ SEE NOTE 4, SHT. 1 BUCK BY OTHERS �( ) • ° •• } �•• • 20 By OTHERS ONE BY PT WOOD BUCK—/ •• •.'• •' •, d ' ° (SEE NOTE 5. SHT 1) 8Y OTHERS WOOD FRAMING BY OTHERS 17 eawu�rntv+seo (SEE NOTE 5, SHT. S A WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) I8 W000 SCREW INSTALLATION MCHOR omia.s� 11A SHF. 1) 8Y OTHERS qQ®. 1 EBEWOOD BUCK ANCHORING ®MDMENT pN'r, n 1 1/8" MIN' WOOD BUCK ANCHORING SECTION C BY OTHERS® EMBEDMENT BY OTHERS ACTION A ®. r �3/8' MIN. . L 3/8 MIN. INTERIOR 1/4" MAX.£S M0 ACE ®EDGE DIST. 1 1/2' MIN. EMBEDMENT — CONCRETE o Stay a 3 22 5 4 6 7 10 16 1 201 I/2' MIN. EMBEDMENT 1/4" MAX. i" MIN. EMBEDMENT — MASONRY 7/8- MIN. SHIM SPACE .' CONCRETE OR MASONRY BY q Q GE DISTANCE 3 OTHERS (SEE NOTE 4, SHT. 1) _ , v INTERIOR *WOOD PROTECTION 3 22 5 4 6 ? I0 i6 1 0 •' (SEE INT. NOTE IIA, SHT. 1) BY OTHERS LLQ N. EDGE DISTANCE 4 . 18 N INSTALLATION ANCHOR 4" ITW ADV THRFM®ON — — > s n 12WOOD SCREW V MIN.® INSTAU.ATION ANCHOR a ' EDGE DISTANCE WOOD SUCK WOOD BUCK1 1 8" MIN. ANCHORING/� D . ' ANCHORINGEMBEDMEENT' By OTHERSL91 ' BY OTHERS 'AEXTERIOR #8 WOOD SCREW 1 1/2' MIN. EDGE DISTANCE — CONC, 14 t3 2 15 20INSTALLATION ANCHOR . 2' MIN. £DG£ DISTANCE — MASONRY 9w 5"� �1/8' MIN. AsPERtMET OTHUEt25 SHEATHING . yEM$EDMENT BY BY OTHERS gal �� „,ONE BY PT WOOD BUCK_ • tI(MIN. 3/4') BY OTHERSWOOD FRAMING(SEE NOTE 5, SHT. 1) BY OTHERS (SEEEXT£RK?RNOTE 4, SHT. 1) 14 13 2 15 20 *WOOD PROTECTION ��(SEE INST. NOTE t1A, SHT. 1) ilt EXTERIOR FINISH BY OTHERS BY OTHERSPERIMETER CAULK u� c /� 7/8” O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS ONE BY PT WOOD SUCK BY OTHERS t: 11 GLASS W/ THE FOLLOWING MAKE UP: 1/8' ANNEALED WINDOW WIDTN (MIN, 3/4") (SEE NOTE 5, SHT. i} 2 GLASS/ 0.090" KURARAY AMERICA INC. BUTACITE INTERLAYER/ 1/8- ANNEALED CLASS W/0.39-AIR SPACE Ree«et�smo,vw,p.E 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW t7 F�awaPF xaco�aa do AN INTERIOR 1/8" TEMPERED GLASS INSTALLATION ANCHOR 01! 3P1,AES Nw, 13 \ EXTERIOR FINISH BY OTHERS ....... . . @ G N F Vr�i•n \ 22 !� �•+•"7ATE ll32 ' `> t �V%k(O R%`Ot'*.. 13 1/2' MIN, GLAZING BITE pseoaucr wevUeD "no .x><+r.mmie. 0+ril oo0a Amp'Ace W15' 6 OVA ►tr 12 GLAZING QETAiL M, rro&KA MAIN FRAMESASH PARTING STOP = OO 0.090'TYP, WALL THICKNESS ® 0.090 FE WALL THICKNESS O 0.070"N .ON TYPGLAZIG E O4 0.045'ENTMFRAME 15 vEN 5 RoRCEMENT Q NA_ TYP. N WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS a 3.250 2.459 0.552 0.725' 1/2' i �p 1.383 u .. 0 2.527 2.424 �17� 0.940' `1S 0.354 1 1/2 0.445 L_ _ WELDED MITERED m E y CORNER CONSTRUCTION 1 1 ��<+0 W BILL OF MATERIALSc� ° Irw/ Phar on aounmN swtua uuwa �J��1� � A . I tem on 4 WA FRUM IeIFP lea NC S 2 ION evert 4 LUX Faun '•aeP Wn Fw LLfll, a I lm•vert 4 0S2LN0 KAD •aaOP im we 1 X11172-NN 4 wpm IR" 91X10 UPLAW a 107•wm 7 y. / s ralaluu 1 ruaouss 4utn1 man UK nboc=um RXPLASM • -M-alas-rtc t swum n++c �ULµS es �wm 10"O.C. .sear 4 WPM Sop=Km Asm Mu L -- �Yyp a 3001.70.011 1 OFaua urowu IamuaLY Harm S 24-0-32-M 1 MC LOOS-ASSM 1Y MTH --^ 1 ® ® to am-m a saaol CLIP X29AS a0 wm Aobm3 M1aa10.PE 11 I• 1 %1 1 taw Kv FILM 111131m dad NW FIXdePENo 4•!s! ® 17 9D-0-.10-020.-m • GLQm pan twm WK ----- N 13 90. VJWK ---e32 1 WAV la"n LAwww a7ss MOW. CLASS JAME8F2 ® Is --- 4 SMI Iwacoort N9 tole - alY01a[D s>m SOF;:v 0 E NgF•qG� NOT NKO t+llola2[0 Oa o: u SWAM ttneallttataaaa tt3t1N 10.t0NO 78O a M2sou.a11ww1oN.Nnloro ____- s1m gt��lt'1i* ICL __--- - 1/4Pnrulem OMEAWO ll UM N n>. Sim I1 23w2 t I"TA"cravat aertl -^ � STATE OF •� PA"m STOP(0.000 In•2 1 Ipi7 fl PW n00o O ® (ur,Nu.N0rt 114!2 1) _ ......<O R I O f;••�t��• 21 --�- _ Ilaarl a iw(eaTKVZ l•II17n1 CNpw flYletf{R ,,, pf� A�t... ® 73 awP"t"a•o21 - a1NYN,'M1111IN00.0eq - /au411ax 1a0eNNe &SHIM NOTE: DETAIL 1 1X PT WOOD BUCK it,utm. F"0°0""p n m.wrwm.; PARTING STOP EXTERIOR PERIMETER ® SY OTHERS At TO BE SEALED TO IX PT WOOD BUCK >: oel. WITH SIKA 551 SILICONE °" Ue3. Y ti _ Ii