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HomeMy WebLinkAboutPLANSvIEWED FROM SCANNED BY St. Lucie County FDR PLL PFOId'IdiYON Fgfid(mplG dCCEF'IdBLE 51185TRdTE Y3TEIa3L9 0.Vp A`IGHDRS @FER9JCE 1ME W'F£5 RDRIDd F'ROCUCT dPFFOVGL PBTCLL pmPIENTS T FIFST T W_RE PROJIDED WTN T!E Lid31'tITTN_ iL9 (:M1 BE FGNIIJ CN RORIDABIIILDPYaOW LL£B51TE 'la 51'15 OR IIKbD $CfL�L (dLL EDC£ Nm EYR3EDTQ:Ti! DY1EN$KNS HEST BEI AI ,WED TO C/a'�LY WTM a a TE$TRG2 FWJmm BT OTNEf6 POET Bdf�.CR W' D, SYRI6 N N I PERK SEALWi. F'TO7NDw BY OIHEEi III d Q 'F — I O m I—T II 0 FXIERIOR - P:IERIGR II,O m II s II 0 N a m ;ka• sTEE<T9RLIIXy BY MGFE'$ f' 4NCHOR $CREW. FRONDED BTYOfE5(- HOF£'b bdSN TO MILLLICN CWN£CfIGN.9 QILT) l I (3v4-0143 ST. LUCIE COUNTY BUILDING D`VISI O I2 REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEP ON JOB SITE OR NO INSPECTION(S) WILL BE MADE FIXGw 5 I1. 5 Il bb E`9`'I �Nq sIGUT Gvsb K 99g 1W6 w p �Y Z FL�IIlG INAE.fH6'ID ��,, %,� 2 REO'D HOPE'S TYPE 'A' WINDOW DATA . wcl, K ..o w.LdR 2,...,E E , GPE'ST'i£'d'CG£SWJI NRRENILT C(TPiT WITY qLQ aaaoA sr.iE dFvlm a.s. TYIs B.B.AnOY uds ^ A RLLILTB 14dr AVE M: BEEN rESTEO d'0 dRE NOT ARESU AND ALL ARE JET TO CORRECTIONS REQUIRED BY RELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY wrrH ALL APPLICABLE CODES. �r OFFNMC. SRE ED. CCTIG a �a oA CEA; SF No. 4413 • �•° STAT` OF O�®®t� `'.cCQR1V` ONAIL pAer+•+ FUt W E6 63 1zi ¢i rzi lzi 1zi�l`6'r j� j0 d W Z $Kert GLd% �I m EO ILL\X L T�VI L �/ I I L V WINDOW DATA iIN o. o CONCEALED FASTENERS OR Ai IACHMEYiS ARETHE RESPONMBIUTY OF THE CONTRACTOR OR RECORD FILE COPY z 8o ,SG1 IOAIM A VIS7-,9 '04 1!0 /90,eTS7 6UuE , fL 3 1/983 z TD.0 Al ExfEraoa wiEwoR 1-111 o 4 4 a°. Av LWE OFIMLION i PacvwED Br oHews - I I POLY B,b92 20D, SHR55 . � , 5 (NOTSNQIHI dIb SEdLMC Wd^%£FS , Af£ FT20ADED BT IbPE'S �69'150F LLCYA 6c`Me LL EWE ° I d"p'IBIDYEHT DP¢NSIR15 t1U5T BE HdWTdO �� TO CQIFLT wiN i TESTPGI P.00VbED BY OM1IFR^n �' -, lT 1 U == F0.2 dLL 4�'IeTIRI REGd®Mn p4 dLCEPTABLE 9L0.aTRATE HATEgAL9 dy d4C11LTYu f18ERENCE THE °. ..L I� HGPE'50.0RmA FTdOgILT .. dfPpOJdL M9TALL D..gS0iT5. ° THESE LLET�FFONDECw5E ______Plrsr 5u�inaL AND ci++BE raam � SH SIZE off rt.owomwLDv.�aw u.EBsuE. a. ° OPENING SIZE ED. CITIC 0 ° QO I� O OPENNG 51ZE a`aeaaatSc 'aaeg®a . ` 2 No. 4413E w • � 18 DOPE'S® WINDOWS, INC. 84 Hopkins Ave. / Jamestown, New York 14701 Phone: (716) 665-5124 - Fax: (716) 6656903 PROJECT ST. LUCIE CATHOLIC CHURCH St. Lucie, FL DRAWN: 15 DATE: 1 75 17 CONTRACT NO. 52861 SCALE: FULL SHEET Al REVISION RI THIS PRODUCT HAS B@1 TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN PRESSURE TABLE(S)'. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & ALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH 'THESE DRAWINGS & ]ABED TO WE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE DITS OF THE FLORNA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY ALLOWABLE PRESSURE TABLE (SINGLE WINDOWS) MAXIMUM MAXIMUM ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE FRAME FRAME PRESSURE FRAME FRAME PRESSURE LONG SHORT (+/-PSF) LONG SHORT (+/-PSF) SEE "CORNER DIMENSION DIMENSION DIMENSION DIMENSION CONSTRUCTION" (IN.) (IN.) (IN.) (IN.) DESCRIPTION ON THIS SHEET WRTT FnIIAI 1 Fr FRAME WTTN I nMr I Fr LDAAMC ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE ON TREATED BUCKS DR FRAMING SHALL 8E CAPABLE CORROSION CAUSED BY THE 50 77.8 ; H WOOD. 'SERE INETHE CHEMICALS N THE WOOD. DETERMINE THE P0.51TNE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING DOCUMENTS IN WITH THE CODE AND WIND 132 133 1 2 / 54 77 8 48 B7.5 IC ACCORDANCE ICIA FOR WIND LOAD TOR OF Kd - 0, ACCORDANCE WITH E THE FLORIDAFLDRIDBUILDING LOAD CALCULATIONS B ' A DIRECTONALffY FACTOR OF Kd = O95 MAY BE APPLIED PER THE ASCE-7 41 100.0 1 �' 55 70.0 145 1/2 Fbk. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO FACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUREMENTS OF ODA BUILDING CODE TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY 48 80.2 42 91 7 _ me nun SPECIFICATIONS. IW S" APPLICABLE roc IONS me ESE DR VNGS SHOW THESE DRAWINGS SHGW ALL APPLICABLE SLATION 1. WINDOW SIZES SHOWN ARE MAXIMUM SIZES. SMALLER SIZES & CO CONPRODU AS INSTALLATION & 3N, INS DT RAION SHALL APPLY TO LOADS EQUAL TO THE NEAREST LARGER SIZE TING RATIONAL ANALYSIS. PRODUCT TESTING & RING ANALYSIS. SHOWN IN TABLE CE WITH THEE W ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'SIPECI 2, LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL THIS PRODUCICAMNST & TESTING REPORTS. THIS PRODUCT SHALL BE CONSIDERED V010 IF R IS BJSTALLID 3. ALLOWABLE PRESSURE ON WINDOWS WITH LONG DIMENSION PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF LESS THAN 132" WITH EQUAL LEG FRAME & 133 1/2" WITH FPTHAN OA LICENSED CONTRACTOR EXPERIENCED WITHS S TYPE OFPR LONG LEG FRAME SHALL BE GOVERNED BY PRESSURES SHOWN WITH THE 132' LONG DIMENSION. CORNER CONSTRUCTION: FRAME: MITI CUT. BUTTED AND FULLY WELDED OR FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) FRAME/CLIP TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. OR. 3 & G=0.55) ' NO. 14 SMS OR'WOOD SCREW 1 1/4" 3/4' MIN. 16 CA. 50 KSI METAL STUD 1/4-20 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL 1/4-20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. 1 4-20 OR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. C-90 CMU (1) 1/4" CONCRETE SCREW 1 1/4" 2" MIN. 250E PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2" INSTALLATION CLIP SCREWS (2) MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 14 SKIS SCREW 1 3/8" 3/4" MIN. 16 GA. 50 KSI METAL STUD NO. 14 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL 1/4-20 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8' THK 6063-75 ALUM. 1/4-20 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. C-90 CMU (1) 1/4" CONCRETE SCREW 1 1/4" 2" MIN. 2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2" (1) CONCRETE rrW RAMSET REDCREWS HEAD TAPCONSE( SC ORLS 5 )ONS OR HILTI)KWIK-CON EIE(C S OR SS.). (2) DISTANCEKS MAY BE IS HELD & RIPPED EDGE OF THE GE N 3/15- OF 1THE EXTERIOR REQUIRED EXTEN S TO LITTLE BUCKDOWN WINDOW FRAME. SHAPES TDOOD000' GODLMOD DDODWD� MAY APPLY PROVIDING THEY ARE SIMILAR TO HAVE CORNER CONSTRUCTION AS DESCRIBED VBS MUST FIT INSCRIBED INTO THE RGULAR UNITS & BE GOVERNED BY THE URE OF THE RESPECTIVE RECTANGULAR UNIT. 7" MAX. WITH EQUAL LEG FRAME; 7 3/4" MAX. WITH LONG LEG FRAME (TYP. ALL CORNERS) -FOR MAX. FRAME SHORT DIMENSION, SEE SINGLE WINDOW PRESSURE TABLE ON THIS SHEEP d RECTANGULAR WINDOWS SHOWN_ ANCHORING OF SHAPED WINDOWS IS THE SAME WITH REQUIRED ANCHOR SPACING ALONG THE FRAME CIRCUMFERENCE BEING THE SAME AS SPECIFIED FOR A STRAIGHT FRAME. 15' MAX. 0.( (ALL SIDES) II MAX. D.L.O. EQUAL LEG FRAME = FRAME WIDTH - 2 7/8" MAX. D.LO. LONG LEG FRAME = FRAME WIDTH - 4 3/8" FRAME SCREWS OR INSTALLATION CUP WHERE SHOWN (FRAME SCREWS REQ'D WITH EQUAL LEG FRAME; CLIPS REQ'D WITH LONG LEG FRAME). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS EXTERIOR ELEVATION - SINGLE FIXED WINDOW SCALE 3/4" = 1'-0" j C � � �' m � :U rq-F ,T O JU �n�AP'0 aaaes�io�� OF 5 MULLION DESIGN PRESSURE TABLE 3/4" MAXIMUM MAXIMUM ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE WINDOW MUWON LOAD PRESSURE MULLION LOAD PRESSURE 4" 3° 3" 4" WINDOW SPAN WIDTH (}/-PSF) SPAN WIDTH (}/-PSF) CENTERLINE CENTERLID (IN.) (IN.) (IN.) (IN.) 52 30.6 62 55.1 56 33.4 56 .1 62I I 50 36.9 50 62.1 44" 41.5 91 1/2 44 67.5 132 3/4 38 47.6 38 75.0 FOR MAX. LOAD WIDTH, 36 50.0 32 85.5 SEE "MULLION DESIGN 32 55.3 26 100.0 PRESSURE TABLE" ON 26 66.3 62 61.1 - THIS SHEET w 20 84.1 56 64.1 a C 16 100.0 50 68.3 '-� SEE SINGLE WINDOW 4 v 62 36.8 85 1/2 44 73.9 "T ELEVATION FOR 56 39.4 38 81.7 N u=i n FRAME ANCHOR 50 42.8 32 92.9 z w REQUIREMENTS & I 44 POSITIONS 47.2 29, 100.0 °' �: WINDOWS AROUND 121 1/2 38 53.0 62 68.7 32 81.2 56 71.6 wta 26 73.2 79 1/2 50 75.8 20 92.6. 44 81.6 0 - I vl ADDITIONAL FRAME 18 1 100.0 38 89.8 SCREWS OR j fit 42.4 32 100.0 z INSTALLATION CUPS 56 45.3 62 78.4 w WHERE SHOWN AT 50 48.9 56 81.1 u, MULLION ENDS. SEE 44 53.6 73 1/2 50 85.2 FRAME ANCHOR 109 1/2 38 60.1 44 91.2 ONQ SHEET UIREME1H FTABLE' ORI 32 69.0 38 99.7 REQUIREMENTS. 26 82.3 62 91.3 20 100.0 67 1/2 55 93.4 j 62 50.1 45 97.2 56 53.1 62 62 OR MORE 100.0 97 1/2 EXTERIOR ELEVATION: MULTIPLE FIXED WINDOWS SCALE: 3/4" = 1'-0" (RECTANGULAR WINDOW SHOWN, SHAPED WINDOWS ALSO APPLY. SEE APPROVED SHAPES" TABLE ON THIS SHEET) MULTIPLE FIXED UNIT NOTES: 1. FOR ALL DETAIL NOT SHOWN, SEE SINGLE WINDOW ELEVATIONS. 2. MULLION MAY BE HORIZONTAL OR VERTICAL PROVIDING UNIT SIZES ARE RESTRICTED AS SHOWN IN THIS ELEVATION. 3. THERE IS NO LIMIT ON THE NUMBER OF WINDOWS THAT MAY BE COMBINED IN ONE DIRECTION INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT ALL LOADS TRANSFERRED FROM THE WINDOWS & THEIR MULLIONS. 4. INDIVIDUAL WINDOW SIZES SHALL BE RESTRICTED AS SPECIFIED IN THE SINGLE WINDOW ELEVATION. 5. THESE WINDOWS ARE NOT DESIGNED, NOR SHOULD BE INSTALLED AS, A CURTAIN WALL SYSTEM. 1 9 111 laill I SHAPES 07HER THAN THOSE SHOWN MAY VIDING THEY ARE APPLICABLE TO THOSE SHEET 1. FIXED WINDOWS MAY ALSO BE MULLED To U1 WINDMYS AS TRANSOMS UNDER THE ?ICTIONS AS THE SIDE BY SIDE CONDITION THIS SHEEP. $ga9996iffSg'so '. � •, /fit s 56 ��Pm yl+. a a� ass f 999aa�` OF 5 w i SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER °RAN" �' CHEC1'm' SUBSTRATE BY OTHERS LIQUID NAILS Wns w.ws FRAME SCREW PER FRAME ANCHOR PER FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS PER ELEVATION REQUIREMENTS TABLE" REQUIREMENTS TABLE" TABLE' (1 PER CUP) 12 '•' 1/4' MAX. RIGID � ', • ` `• .'." 1/4" MAX. RIGID VINYL SHIM AT 1 `-. ' �.`• � :� VINYL SHIM AT EACH ANCHOR (MIN. % A. EACH ANCHOR (MIN. 1 SEE GLAZING DETAILS ON SHEET 4 0 SEALANT R00 SEALANT &BACKER SEALANT' BY SECTION BACKER OTHERS BY OTHERS 12 ROD BY OTHERS p(TERIOR 11 INSTALLATION CLIP SCALE: 1/2 FULL 3 UQUID NAILS PER ELEVATION = EXTERIOR CONTINUOUS (FOR INSTALLATION, SEE SECTION At/3) o POLY BACKER TO 1/4-20 X 1/2" PH EQUAL LEG FRAME; INTERIOR 1 Ffl' SNUGGLY S.S. MACHINE SCREW GLAZED CONDITION SEE GLAZING INTO UGGY (1 PER CUP) z DETAILS ON EQUAL LEG FRAME; 2 SHEET 4 SECTION At EXTERIOR GLAZED = SEE GLAZ NG 9A DETAILS ONSEE G of SCALE: 1/2 FULL 3 CONDITION w DETAILS ON 3 SHEET 4 90 9A SHEET 4 SECTION A2 LONG LEG FRAME; o " SCALE 7/2 FULL 3 EXTERIOR GLAZED = 3 N 1/2" X 5/16" WEEP 20 1 CONDITION w 12 z�n HOLE WITHIN 1 1/2° 9B 9A 1 z a N OF GLASS CORNER & LIQUID NAILS � ¢ vi>'"� 17 7 0" MAX. O.C. 1/2" X 5 16" WEEP LIQUID NAILS a 3 ¢ / tz / SECTION 83 zz� SEALANT &BACKER HOLE WITHIN 1 1/2° c z,a SEALANT & BACKER 20 2 SCALE: 1 2 FULL 3 w 3Y3 ROD BY OTHERS ROD BY OTHERS OF GLASS CORNER & / y ao of SEE G' 17 7/0" MAX. O.C. (TOR INSTALLATION, SEE SECTION 61 /3) w=M - <'`•'':"%.`i 1/4" MAX. RIGID 1/4-20 X 1/2° PH S.S. EQUAL LEG FRAME; INTERIOR �... =m¢v .. _' VINYL SHIM AT CONTINUOUS POLY MACHINE SCREW (1 PER CUP) GLAZED CONDITION BACKER TO FlT EACH ANCHOR (MIN. SNUGGLY INTO CAVBY INSTALLATION CUP 6 ;•,� y. ,•.::� 1 1/0" X 2 1/2") 11 PER ELEVATION Z :`;;<•`•:�;,;' _.:•;: .:::;; :.:.:i•: SEALANT BY INSTALLATION SEALANT NOTE w SUBSTRATE BY OTHERS OTHERS FRAME SCREW FRAME TO OPENING & MULUON w PER ELEVATION SECTION B7 PER FRAME ANCHOR 3i•`;:•:;=s,:-?;': 1 4 MAX. RIGID SEALANTS ARE NOT PART OF THIS N SCALE 1 2 FULL 3 REQUIREMENTS TABLE" �. ` -•: ; / " / .. VINYL SHIM AT CERTIFlCATION &ARE THE w z • '' '^' `•' �; RESPONSIBILITY OF THE WINDOW a;`e:,;; :,,:�,�.•.: EACH ANCHOR (MIN. INSTALLER. ) a N SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER zaq PER *FRAME ANCHOR SECTION B2 "FRAME ANCHOR REQUIREMENTS ajh REQUIREMENTS TABLE' TABLE 1 PER CUP - SCALE. 1/2 FULL 3 ( ) SEE GLAZING ¢ N v �mU4• z DETAILS ON V ATION CUP SHEET 4 J%tii1IIB9@ o LEVATION .�%�� 1. re���008®f °y' 3 1/2" PH INE SCREW 3 '+ P.•'' to Le °- IP) 11 INSTALLATION CLIP;��� 0 pl.o1 4-20 X 1 2 PH PER ELEVATION ;� °.k oe kDETAILS S.S. MACHINE SCREW ` 5eT "7 ``ice Z 3W SECTION A4 00 (1 PER CUP) SECTION e4 's''d °°. r �x� SCALE: 1/2 FULL 3 SCALE: 1/2 FULL 3 mJ'Pdb�14©�f (FOR INSTALLATION, SEE SECTION A2/3) (FOR INSTALLATION, SEE SECTION B2/3) ��'T°l;GR341�ti� a ORAWWO ND. AEY. LONG f.EG FRAME; INTERIOR LONG LEG FRAME; INTERIOR 1699 D GLAZED CONDRION GLAZED CONDITION sx�r No. 3 of 5 1/4" MAX. RIGID VINYL SHIM AT CONTINUOUS WOOD MEMBER LESS FRAME SCREW PER ELEVATION IN THICKNESS THAN A 2X— BUCK "FRAME SEALANT BY OTHERS FRAME SCREW SUBSTRATE BY OTHERS EACH ANCHOR (MIN. & ANCHOR TO BE MIN. 3 1/2" DEEP (NOT REQUIREMENTS TABLE"'"%:''`: BEHIND FLANGE PER ELEVATION PER "FRAME ANCHOR :• REQUIREMENTS 1 1/8" X 2 1/2' REQUIRED WHEN SHIM SPACE IS :••° <'.;•' TABLE" - '-••"- WITHIN ALLOWABLE DIMENSIONS SUBSTRATE BY OTHERS "'•= :" •." 1/4" MAX. RIGID SEALANT &BACKER SHOWN IN SECTIONS). PER FRAME ANCHOR' %•• - VINYL SHIM AT ROD BY OTHERS _ REQUIREMENTS TABLE" • • >.//!. _ EACH ANCHOR (MIN. 1 12 1/8" X 2 1/2'� ;e - •�•` SEALANT BY SEALANT & BACKER OTHERS ROD BY OTHERS SEALANT BY EALANT BY 11 EXTERIOR OTHERS THERS tUQUIDS LIQUID NAILS SFIQANT &BACKER 1/4-20 X 1" P.H.M.S. EXTERIOR NAILS EXTERIOR ROD BY OTHERS WITHIN 7 3/4" OF FRAME 10 CORNERS & MAX. 15" D.C. OPTIONAL FLANGE MOUNT DETAIL SECTION OPTIONAL DIRECT MOUNT DETAIL (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) G SCALE- •1/2 FULL 4 TO SUBSTRATE WITH SPACER (EXTERIOR GLAZED CONDITION SHOWN. INTERIOR GLAZED (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) CONDITION ALSO APPLIES.) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (EXTERIOR GLAZED SHOWN. INTERIOR GLAZED IS (EXTERIOR GLAZED CONDITION SHOWN. INTERIOR MULLED THE SAME) GLAZED CONDITION ALSO APPLIES.) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1/: EXTERIOR SEE GLASS OPTIONS ' • N�D ll ( ECTANGULARWI EXTER10RiGiAZE[rmWITH 4k1"1 995 995 EXTERIOR I- SEE GLASS OPTIONS LAZING EST ib 2 (RAD1 S�INDOW. �ERIOS�INDOW. �ERIO G�E�WITHINO� M.G. GLASS)M.G. GLASs) s— DOW 1/2" MIN. EXTERIOR Imo% SEE GLASS JI OPTIONS GLAZING DETAIL 3 (RECTANGULAR WINDOW, INTERIOR GLAZED WITH NON—I.G. GLASS) DOW 1/2" MIN. BITE EXTERIOR �� SEE GLASS OPTIONS GLAZING DETAIL 44 (RADIUS WINDOW. INTERIOR GLAZED WITH NON—I.G. GLASS) 5 DOW 995 GLASS OPTIONS 1 2 7 OPTION 1 (NON—I.G. GLASS INTERIOR OR EXTERIOR GLAZED); 4y14yyygya8e �,�•e�``Ep r''efa��f®eBE �/ 1/2- MIN. BITE 1/2" MIN. BITE O 7/16" LAMINATED GLASS (3/16' H.S./0.09" DUPONT SG/3/16" H.S.) �'•'l�F ••.•"`'``••. i 24 5 OPTION 2 (I.G. GLASS EXTERIOR GLAZES 22 I 24 1 22, 1 1/4" I.G. LAMINATED GLASS (1/4" TEMP. EXTERIOR1/2' SPACER & +�' :c4 ' '� 3/16" H.S./O.09" DUPONT SG/3/16" H.S. INTERIOR} ;z F fW', xe EXTERIOR SEE GLASS OPTIONS SEE GLASS OPTIONS OPTION 3 TI G GLASS INTERIOR GLAZED): 1 1/4" I.G. LAMINATED GLASS (3/16" H.S./O.09' DUPONT SG/3/16" �,� -0 - ? 4 o2"t". ;� GLAZING DETAIL 5 GLAZING DETAIL 6 --H.S.- EXTERIOR. 1/2" SPACER-&--1/4" TEMP. INTERIOR)............ (RECTANGULAR & RADIUS WINDOW. (RECTANGULAR & RADIUS WINDOW. EXTERIOR GLAZED I.G. GLASS) INTERIOR GLAZED I.G. GLASS) 114 OF 5 ITEM ITEM DESCRIPTION 21 IGLAZIN E(USED WITH NON-I.G. & ITREMCO 496E EPDM RADIUS ONO ��- 1.141 7.750 0.985 !- D 985 1.750 0.160 0.141 L T- 1.438 0.837 0.83P7 L 0.062 0 160 �� ������SSSSSS 1.438 0.141 L I Oj EOUALEt] AL I y_FGA EME 1.438 2.188 ® STANDARD 48 SLOPED NON=I.G. 0,147 NON-I.G. GLAZING BEAD (USEQ GLAZING BEAD O2 LONG LEG FRAME W/STRAIGHT I= I (( RIOR(.(E G(( GLA E) 3O fIOQ OR GAME .�1E). W/S��IG 0.837 I` 0.062 JI- _L_ © :3 -yF- 0.062 1.062 gp WEEPWEEP COVER (USED WffH ITEM 4A1 0.0522 2 // 00646446 ✓ 0.933 9B WEEP COVER (USED -ll" rFH 0.750 0.908 1010.250 0.750 ❑ 0.332 �- T 0.040 -� © GLAZING BEAD 6 O NON-I.G. GylyL NG Q7 GLAZINGGLAZING�JC BEAD S(USED RETAINER (USEDBEAD (USED W/RADN3 FRAMEIFRAMEI N RAA,EI W/STRAIGHT &RADIUS o jY,/ FRAMES)Z ANCHOR MUST BE 0.250 -J --•� 1.320 �- -I � PLACED THROUGH THIS HOLE!1 O o zzz� w 3a3 0 c 03.000 w=N^ 4.000 3.000 00 v O w H N w 4.000 -T y 0.264 10 MUWON BAR 31 2.875 w z pill 12 FIXING HOLEw � T FILLER SHIM 0.135 1.000 MAX. @ INSTALLATION CUP Z �z �r ed =o ed w VO mo NU $ a s :J �e P' PejI6 fit111101e 5 OF