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111 Wheatfield Cir - BR04-001336 (CELERY LAKES) (SFR) (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER Maronda Homes 1101 N Keller Rd., Ste F Orlando, FL 32810 407-475-9112 CRC 058496 d d ra SUBDIVISION PERMIT # !D DATE If 1 J PERMIT DESCRIPTION PERMIT VALUATION 1 SQUARE FOOTAGE t PROPERTY OWNERvim ADDRESS PHONE NUMBER v ELECTRICAL CONTRACTOR bo'WN MECHANICAL CONTRACTOR ' 0 PLUMBING CONTRACTOR®M- H MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE FOUNDATION PLAN BAYBURY 4BD 32'-0" ronda Home La SLAB/PORCH LOCATION I I I 3 1/2" CONC. SLAB I I 8" x 8" POURED CONC. NWC f'c=2500 PSI REINF. I MONO FOOTING WWF. 6X6XW 1.4XW 1.4 W/ (1) #5 BAR I w I 0 O I � f 7-0 x 4-0 l ' CONC PAD 0 0 FLOOR/~)/-\ /-) /-1 / � � / �- / ( // //-� /--/ �4/V BAYBURY 4BD 32''031 LarondaHomes AM=gi SLABIPORCH LOCATION 10P | | { i � | [ � , | � . | 40x7-0 � CON��� | | | | | \ | | | � � � . • , , � ." psB --. � - 2'-.4 - nvv�crrCrnc // LUSH /7 /2 FLUSH. t1UU�tY1'tifV' " , , 6-4 f`�'� nvuacrrrrtu-: - , -, � •l -T r 2 _1(OUS WRAP LEAV UT /-4 r - 2 3 :`:: ,,::.• :...;' FLUSH . 11 OSB FLUSH d/2. _ : . 2X6 HDR zi ;; .,2X6 NOR 11%q' BAY (ALL ELEVAT/oNS) ! 2� W to 05 a z 0l/2 8d/ 2 .. 8pl /2 8p� /2 .: r 5.2 /4 $ 0l $ /2 .. .,. ti "• 2' I/ FLAT' .. _. :./ 4 rl , EIFILIE I fk 3.� /4 /4 3 4. 7 OS FLUSH T� 8/a` FLUSH. PER/PLN 2X4 WALL NQ.l4 /6'• ._ NO U WRAP , , 3%2-1, _ /2' f+ 4 G 11 ((/' BAY (ALL EOArroNs) 11712 d/2. zi y 1Ln 11%q' BAY (ALL ELEVAT/oNS) ! 2� FLUSH T� 8/a` FLUSH. PER/PLN 2X4 WALL NQ.l4 /6'• ._ NO U WRAP , , 3%2-1, 6-4" /2' 4 G 11 ((/' BAY (ALL EOArroNs) 11712 zi y 1Ln W to 05 a z FLUSH T� 8/a` FLUSH. PER/PLN 2X4 WALL NQ.l4 /6'• ._ NO U WRAP , , 3%2-1, 6-4" /2' 4 11 ((/' BAY (ALL EOArroNs) 11712 4005 ,Nlarortda. taanfOrd, W to 4005 ,Nlarortda. taanfOrd, t— 1, ymw�- "--Iw, "w so 1 4 woo Am 49-02— - V Kim My SLAV �t,lavolivil WNW Ayl mv %Y ZOW .. _ _�c.. r S v GRAG ,. e FINISH �R®6 P Zs 28 Off r, v' w. _ ,,: _ .. MAX. GARAGE DOW? OP N <: r. .. ��. , . .�� SLIDING GLASS DOOR .FRAME _. jx 5 § / / � �T 4 � Uo ��� 2 WOAD BUCK( ATTACHED f' ,9u . P _. .T �. , ,....., .- �+ :. .... ... ,, n fy 2d COIL, NA/LS.STA GER D, (:nNt'PACTnR NI�T�":. ,; ,,...:..: ... :... L3) X TM Ofi* 3 CO i4 NS f A5/ ENLLHS SCHMILt- U5IN6�/s' X Z'/4' l AF'GUNS l t hXX/UH BUCK INl U BLACK NOTE I) %2WIDE:2 FASTENERS IN HEADER-JA,UB NOTE 6) 6 HIGH 26%':4 FASTENERS IN EACH SIDE JAMB NOTE 2) 2 WIDE: 2 FASTENERS IN HEADER -JAMB NOTE 7) 438 WINDOW! INTO FRAME OPENING: *10 X 13/4' NOTE 3) 3 WIDE:3 FASTENERS IN HEADER-JAAIB SCREWS OR 8d RING SHANK NAILS MAX, 6"FROM NOTE 4) 2 HIGH:2 FASTENERS IN EA SIDE JAMB CORNERS MAXIMUM SPACING 24'ON CENTER, NOTE 5) 3AOR 5 HIGH: 3 FAST. EA SIDE JAMB ' NOTE 8) SGD FASTENED WITH: *10 1344': PANHEAD ALL HOLES SILLS%6' X !%'ANCHORS EVERYHOLE NORANDEX SERIES (MO)437-(FO)438 WINDOW SIZE CHART SIZE SINGLE MA. FAST. DOUBLE Y.O. FAST. SIZE SINGLE F.O. FAST. DOUBLE F.O. FAS? ' IH2 27V4 X 26 1,4 Ls 0 6' op - TO SIDE 8r TOP ER 7/16' OSB w/ 6d :6d 2 x 4 SPF CONTINS BLOCKING ATTACHEO 7116'OS8 w/ 2 NAILS 2 x 8 P.T.w1 TAPCON 234 (I/4' x 2 314')0 12'o.O.M. SEE PLAN FOR OPENING 4� /H2 253/ X 25F4 7 2029SH IH3 27 4 X 38Y4 1,5 3'-2' MAXDPN'G • + IH3 25 4 X 37 2 7 PRECAST IH5 27 4X 63 1,5 SH 34,SH 35,SH 36 & 4068 S.GD. (54' RAJ 4'-6' MAX OPN'G IH5 25 4'X 62V4 7 WINDOW OR DOOR OPENING r� B IH6 27%4X 76% 1,6 q(99 DOUBLE/ TWIN WINDOWS SH 23,5H 24,SH 24/5,SH25 & SH26 GLASS DRS.6068 S.G.D. f74'R.OJ & 6080 S.G.D. (77V4R.QJ IH6 25 4 X 76 7 TV 23 37 4 X 3874 2.5 74 4 X 3874 2,5 23 36 4x 37 2 7 73Y4 X 37V2 7 24 37 X 50% 2,5 1 7W4 X 50?8 2,5 24 36 4x 497 7 7JV4 X 4978 7 .2415 37 4X 56 2,5 1 74-Y4 X 56 2,5 1 24/5 56V4x 55V4 7 73V4 X 55V4 7 25 37 4 X 63 2,5 1 74 4 X 63 2,5 25 361 x 62V4 7 7,3114 X 62V4 7 26 373 X 763 2,6 1 74 4 X 76-1'4 2,6 26 36114 x 76 7 7JY4 X 76 7 C2m 37%X 72 2,51 74 4 X 72 2,5 C21Y6 3 014 x 71114 7 73 4 X 71V4 7 '34 5378 X 50% 3,5 4982 3'-3' TO 4 4' R.O. 34 52%x 49 7 1550 35 537 X 63 35 735 JAMB 35 52 x 62V4 7 6'-8' (80') PRECAST -36 5378X 763 3,6 5'-5' TO 6' 2' R.D. 7'-6' (90'1 PRECAST 36 52 8 x 76 7 2329 STANDARD BAY OPT. WINDOW CAULK BOTTOM ' HEAD OF MULL 2063 243 X 63 l.5 PRECAST EDD - SILL 25 37%X 63 1,5 SERIES 500/502 SGD DOOR OPENINGS SIZE M.O. FAST. FA. FAST. 506,8 631 X 6/3j 8 5068 6Q4 X 801 8 6068 75V2 X 81-Y4 8 6068 72%4 X 80t 8. 6080 79 X '97 4 8 6086 75 4 X 96V4 8 OCTAGON SIZE M.O. FAST, FA. FAST. 20' 225 X 225 7 20' IgR X 19,YR 7 24' 26% X 2638' 7 24' 23 X 233 7 30" 32%X 327,9'-7 30' 129%X 29 7 SINGLE HUNG EYEBROW R.Q. CHART SIZE . SINGLE M.O. FAST. DOUBLE MA, FAST, SINGLE FA. FAST. DOUBLE FA FAST IH5 277174 X 65 1,5 533 X 65 1,5 IH5 2534 X 62Y4 7 —5-274 X 62 4 IH6 27 4X 78% 1,6 53 4X 78% 1.6 IH6 25%X 76 7 52V4 X 76 25373 X 65 1,5 74 X 65 1.5 25 36a X 62 V4 7 731 X 621 7 C2M6 37 4 X 74 1,5 743 X 74 1,5 1 C2M6 36 4 X 7114 7 73 4 X 71Y4 7 26 j7 -N X 78% 1.6 74 X 78% 16 26 6 X 76 7 73V4 X 76 7 35 53 8X 65 1„5 NA 35 52 8X 62Y4. 7 NA 36 53 8 X 7874 3,61 NA 36 52T8 X 76 1 7 1 NA SPECIALTY WIND WS SIZE FAST. SIZE 6OX48 W60 CT 59V4 x 77V4 7 SUNBf§YXS ffu` /g 4 X 59 4 6048 W64 CT 63114x 791 7 SUNBURYlEYBP 5V4 X1J4X64 7 6060 W64 CT I 6JV4 X 91V4 7 ROANOKE, alX la 35Y4XZ014X17Y4 7 BR41a�3;'Ifi �rB,R2°N 48X15 4X1/ 4 7 030 X 36 59 X 35 7 30112ROUND 36 4 X ITY4 7 ' 52 ROUND 51Y4 X 2-574 7 Y2RouND MULLED TO UNIT SIZE. FAST. SIZE FAST. 23 W 30, CT 373/ x 58 4 2,5,71 23 W 30 CT 36V4 56 7 24 W 30 CT 3731 x 71 2,5,7 24 W 30 CT 36V4x 688 7 25 W 30 CT 377Y4 x8Y1 9 2,5,7 25 W • 30 CT 36Z4x 80,3147 34 W 30 CT 5318 x 71 2,5,7 34 W 30 CT 52A8 x 68Y8 7 DB23 W 30 CT 74% x 58% 2,5,7 DB23 W 30 CT 7,3V4 x 56 • 7 D823 W 40 CT 74%x64% 2,5,7 D823 W 40 CT 73V4 61%8 7 DB23 W 60 CT 743/ x77/4 2,5,7 DB23 W 60 CT 7324 X 74V2 7 D824 W 30 CT 7474 x 71 2,5,7 D824 W 30 CT 73/4 x 687,9 7 0824 W 60 CT 74% X8,976 2,5,7 D824 W 60 CT 7324 x 8678 7 DB25 'W 40 CT 743/ x898 2,5,7 D825 W 40 CT 73V4 x 868 7 D825 W 60 CT 743/ x 102 12,5,71 D825 W 60 CT 73X4 x 99V4 j 7 MAY CUT BACK 2 x 8 P.T.O 8'D BLOCK TIEBEAM NOTE, TOP TO ALLOW CONT. 2x4 w/ /IS REBARS SEE SECTION RECESSED BLOCKING AROUND CURVE UNLESS NOTED OTHERWISE PRECAST LINTEL MIN.W1 TAPCON ANCHORS �s'OxY/'LG.®240N CEN, c� b ti CONTRACTOR NOTE: FOR INSTALLATION SIZES OF NORANDEX WINDOWS SERIES 4371438 UP TO 53YB' x7616' AS PER TEST -062420) . ARCM WIND. FOR C•M•U• I NST ALLAT ION SCALE:NTS ...11251in-win-sch.wl1 Nova 20, 2003 11:50:24 1 ' WINDOW NOTES F.O.W/DTH /S FROM JACK TO SILL. F.O.HEIGHT IS FROM SILL TO BEAM. M.O.WIDTH IS FROM BLOCK TO BLOCK. M.O,HEIGHT IS FROM LIP OF SILL TO PRECAST. 1601MENTION IS ALWAYS WIDTH, UNIT OF MEASURE IS INCH. RT 12 a.24,65 - HEADER PER LOCATION WINDOW & DOOR TYPES/10'S FOR CRAWAL(S W/ ROUGH OPENING WIDTHS LINTELTYPE MAX. SPANS LENGTH F• FILLED WITH GROUT! U - UNFILLED QUANTITY OF '5 REBAR AT BOTTOM OF LJNEL d NAILS R 6'oc 8F16-oa 8F16-18 IH2,IH3,IH5JH6,& OMTAGON WINDOWS (27 1/4' RDJ & TOP NAILER r Ls 0 6' op - TO SIDE 8r TOP ER 7/16' OSB w/ 6d :6d 2 x 4 SPF CONTINS BLOCKING ATTACHEO 7116'OS8 w/ 2 NAILS 2 x 8 P.T.w1 TAPCON 234 (I/4' x 2 314')0 12'o.O.M. SEE PLAN FOR OPENING 4� (48) CONTINUOUSTTACHED 2029SH 34644 TO 3'-2' MAXDPN'G • + 4 6' / 2 16d NAILS PRECAST 1651 26'7 6039 SH 34,SH 35,SH 36 & 4068 S.GD. (54' RAJ 4'-6' MAX OPN'G HEADER PER LOCATION 5'-10' WINDOW OR DOOR OPENING r� B PRECAST 972 1474 q(99 DOUBLE/ TWIN WINDOWS SH 23,5H 24,SH 24/5,SH25 & SH26 GLASS DRS.6068 S.G.D. f74'R.OJ & 6080 S.G.D. (77V4R.QJ 6'-3' MAXDPN'G LQUANTITY TV 190 CONTRACTOR NOTE: FOR INSTALLATION SIZES OF NORANDEX WINDOWS SERIES 4371438 UP TO 53YB' x7616' AS PER TEST -062420) . ARCM WIND. FOR C•M•U• I NST ALLAT ION SCALE:NTS ...11251in-win-sch.wl1 Nova 20, 2003 11:50:24 1 ' WINDOW NOTES F.O.W/DTH /S FROM JACK TO SILL. F.O.HEIGHT IS FROM SILL TO BEAM. M.O.WIDTH IS FROM BLOCK TO BLOCK. M.O,HEIGHT IS FROM LIP OF SILL TO PRECAST. 1601MENTION IS ALWAYS WIDTH, UNIT OF MEASURE IS INCH. r MATERIALS I. f'c precast lintels =, 3500 psl. 2. f'c prestressed lintels = 6000 psl. J. f'c grout -,3000 psi w/ maximum 8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w1�minimum net areo 'compressive strenght - 1900 psl. 00 5. Rebar provided In precast llntelper ASTM A615 GR60. Fleld rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low` relaxation. 7. 7/32 wire per ASTM A5/0. 8.Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA /01/IS2 STANDARD - AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. "SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS RT 12 a.24,65 - HEADER PER LOCATION WINDOW & DOOR TYPES/10'S FOR CRAWAL(S W/ ROUGH OPENING WIDTHS LINTELTYPE MAX. SPANS LENGTH F• FILLED WITH GROUT! U - UNFILLED QUANTITY OF '5 REBAR AT BOTTOM OF LJNEL d NAILS R 6'oc 8F16-oa 8F16-18 IH2,IH3,IH5JH6,& OMTAGON WINDOWS (27 1/4' RDJ & TOP NAILER r 2-112' TO BOTTOM 4� (48) CONTINUOUSTTACHED 2029SH 34644 TO 3'-2' MAXDPN'G • + 4 6' / 2 16d NAILS PRECAST 1651 26'7 6039 SH 34,SH 35,SH 36 & 4068 S.GD. (54' RAJ 4'-6' MAX OPN'G HEADER PER LOCATION 5'-10' (70') PRECAST 972 1474 q(99 DOUBLE/ TWIN WINDOWS SH 23,5H 24,SH 24/5,SH25 & SH26 GLASS DRS.6068 S.G.D. f74'R.OJ & 6080 S.G.D. (77V4R.QJ 6'-3' MAXDPN'G LQUANTITY r MATERIALS I. f'c precast lintels =, 3500 psl. 2. f'c prestressed lintels = 6000 psl. J. f'c grout -,3000 psi w/ maximum 8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w1�minimum net areo 'compressive strenght - 1900 psl. 00 5. Rebar provided In precast llntelper ASTM A615 GR60. Fleld rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low` relaxation. 7. 7/32 wire per ASTM A5/0. 8.Mortar per ASTM C270 type M or S. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA /01/IS2 STANDARD - AND BEAR AN AMMA OR WDMA LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. "SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-UNTELS SAFE LOAD LBs/LINEAR FT. WINDOW & DOOR TYPES/10'S FOR CRAWAL(S W/ ROUGH OPENING WIDTHS LINTELTYPE MAX. SPANS LENGTH F• FILLED WITH GROUT! U - UNFILLED QUANTITY OF '5 REBAR AT BOTTOM OF LJNEL 8U8 8F16-oa 8F16-18 IH2,IH3,IH5JH6,& OMTAGON WINDOWS (27 1/4' RDJ BDPIYG 2-112' TO BOTTOM 4� (48) PRECAST 2029SH 34644 S 24, SH 2 / , S 2 , S 30' AGO W . ALSO 2324,&25 HALF RNOS. (37 3/4' RAJ 3'-2' MAXDPN'G • + 4 6' (54'1 PRECAST 1651 26'7 6039 SH 34,SH 35,SH 36 & 4068 S.GD. (54' RAJ 4'-6' MAX OPN'G PROVIDED IN LINTEL 5'-10' (70') PRECAST 972 1474 q(99 DOUBLE/ TWIN WINDOWS SH 23,5H 24,SH 24/5,SH25 & SH26 GLASS DRS.6068 S.G.D. f74'R.OJ & 6080 S.G.D. (77V4R.QJ 6'-3' MAXDPN'G LQUANTITY TV 190 PRECAST 767 2385 260 SINGLE GARAGE DR.8070 O.H DR. (96' RDJ 81-V1469 MAXDPN'G a AT 4-1z-FRvu TOP LOF' (112') PRECAST 573 1469 1818 TRIPLE WINDOWS SH 23SH 24SH 24/5,SH25 & SH26 ALSO FOR USE OF BAY Wo. SPAN 81-8' OPEN'G (Ill 3/4' RDJ g-4'PRECAST MAXDPN'G WHEN CALLED FOR ON 106 ' (126'1 456 1125 159 TWO CAR GARAGE DR.1670 O.H.OR (192' RDJ 16' -0'T/1 MAX.OPN'G 7±18'ACTUAI -q' (208') PRESTRESSED N.R. NR PROVIDED IN LINTEL -SAFE GRAVITY LOADS W/ 2' RECESS DOOR FOR 8” PRECAST U -LINTELS SAFE. I&,1UNEAR LOV FT. 'TYPE ROUGH OPN'GS (D LENGTH � 8RU&V"DOOR a8RFI418 4 a • 4 ° (4) 4' X Z-0'TO Y -O' RD. 4'-4' (52) PRECAST 1489 M2 4982 3'-P TO 3'-2' RD. 4'-6' (54'1 PRECAST 1357 4982 3'-3' TO 4 4' R.O. 5'-8' (68'1 PRECAST 785 1550 4074 4'-5' t0 4 -FRA •5117 ' 07) PRECAST 735 JAMB 4'-7' TO 54R.O. 6'-8' (80') PRECAST 822 2933 5'-5' TO 6' 2' R.D. 7'-6' (90'1 PRECAST 665 ?252. 2329 RAFTER TIE (SEE CHART) WINDOW JAL! (XFLA-26-1) 1x4 MULLION (XFLA-39) Ix3 MULLION FLA -45 MULLION ANCHOR CUP 16 GA.GALV. SHEET METAL 800 LB.MAX CAPACITY LINTELS SHALL BE BY CAST -CRETE TYPICAL GARAGE DESIGNATION TYPICAL DESIGNATIONS, NOMINAL WICTy,15 REBAR AT TOP '5 REBAR AT TOP MIN. (N REO'D ° ' •.` F• FILLED WITH GROUT! U - UNFILLED QUANTITY OF '5 REBAR AT BOTTOM OF LJNEL MIN. (U REO'D �OF BAR C yJ ; ao BF16-IB-IT 2-112' TO BOTTOM l F• FILLED WITH GROUT/ U • UNFILLED L BAR AT RO TOP OFITY OF SLINTEL AVIIY o ' ' ,. L OF REBAR GRWT 05 REBAR AT BOTTOM OUANTITY OF 05 REBAR AT • + OF LINTEL CAVITY NOMINAL WIDTH BOTTOM OF BOND BEAM z ..� , ;.' C.M1J. Z iii PROVIDED IN LINTEL : ,. ;, 8' 8U16 -0B11 T o ` GROUT . LQUANTITY z0 r OF 05 REBAR � 05 REBAR AT BOTTOM a AT 4-1z-FRvu TOP LOF' N '' ' OF LINTEL CAVITY a BOND BEAM • • WHEN CALLED FOR ON - NOMINAL HEIGHT FLOOR PLAN ` NOMINAL WIDTH W W 7±18'ACTUAI TTOM REINFORCING PROVIDED IN LINTEL isz (VARIES) NORANDEX VERTICAL MULLON CUP STYLE FLA -45 e d° 4 a • 4 ° (4) 4' X 4' TOPCON IN BLOCK J4 J4 a4 a •4 14 f.d° '10 X 1% FOR IN FRAME APPLICATION ~ a 0 WINDOW 0 v JAMB CAULK TOP OF MULL V) V) WINDOW CAULK BOTTOM ' HEAD OF MULL - - PRECAST EDD - SILL RAFTER TIE (SEE CHART) WINDOW JAL! (XFLA-26-1) 1x4 MULLION (XFLA-39) Ix3 MULLION FLA -45 MULLION ANCHOR CUP 16 GA.GALV. SHEET METAL 800 LB.MAX CAPACITY LINTELS SHALL BE BY CAST -CRETE TYPICAL GARAGE DESIGNATION '5 REBAR AT TOP MIN. (N REO'D ° ' •.` F• FILLED WITH GROUT! U - UNFILLED QUANTITY OF '5 REBAR AT BOTTOM OF LJNEL �OF BAR C yJ ; ao BF16-IB-IT �. l ' L BAR AT RO TOP OFITY OF SLINTEL AVIIY z �:.'' GRWT 05 REBAR AT BOTTOM NOMINAL HEIGHT • OF LINTEL CAVITY NOMINAL WIDTH ia� BOTTOM REINFORCING Z 7-5,18'ACrUAL PROVIDED IN LINTEL 8' (VARIES) NOMINAL WIDTH i NORANDEX HORIZONTAL MULLON CUP STYLE FLA -45 1x3 MULLION (X F L A -2 6 -1 (XFLA-26-1) Ix3 MULLION 1x4 MULLION (XFLA-39) (XFLA-39) Ix4 MULLION (2) %4' X 21/4' TOPCONWIN- ON SILL S2LD '10 X 1%FOR IN FRAME APPLICATION 1-15/16' 777 3/4'MAX. o AD (4)2114'X 2114'TOPCON 3/4'q0q5H HEFLA-45 MULLION ANCHOR CUP 16 GA.GALV. SHEET METAL 800 LB.MAX CAPACITY CONTRACTOR NOTE. CONTRACTOR NOTE: • CONCRETE LINTEL FOR INSTALLATION SIZES OF NORANDEX FOR INSTALLATION SIZES OF NORANDEX CONCRETE LINTEL CONCRETE LINTEL B" CAST -CRETE SLIDING DOOR SERIES 500 UP TO 8'-0`x6'-8' WINDOWS SERIES 437/438 UP TO CONCRETE LINTEL 8LK.W1 1-15 BAR AS PER • 96-OIJIJO & SERIES 502 UP TO BY CAST -CRETE SEE CROSS SECTION 8' 0' x8' 0' MAX. 53 1/8' x76 318' AS PER TEST'96-0624201 s K. cRoss BAR 2 x 8 P.T. AS PER TEST'96-0608.20) 53 118'x76 3/8' AS PER TEST496-0624201 TEMP NAIL PL'.UNTEL 81 P UMEL BY�R�& iECP lCASrORElEI 'rF LrL�p 1 (4)14' X 3' TAPCONS STAGGERED I OR (20) 8d COILNAILS AS PER ENGENEER �6' X 214' TAPCONS THRU WINDOW FRAME. BUCK 1 AND INTO BLOCK WITH !1/4' EMBEDMENT. Ih? SEES NL A P.T.TO LINTEL CONNECTION O��TTTO . LINTEL CONNECTIONNrS 2 2 I x 4 P.T. TEMP NAIL t;•- FOR VERT,REINF a 2 x 8 P.T. '--T�— OPENING RE: FLOOR PLAN f i - FOR VERT.REINF 8 J .OPENING RE: FLOOR PLAN RECESS s /i RE¢ f1N C90A /6' X 21/4' TAPCONS THRU WINDOW FRAME, BUCK AND INTO BLOCK WITH 414' EMBEDMENT. OR (2018d COILNAILS AS PER ENGENEER BUCK FOR ALUM, WINDOW BUCK FOR SLIDING PT TO CJA.0 CONNECTION N =� r o o l N �Mw ia� Z V) W �' tlz o w W z0 r O� Lu Q a z U4 X: O N a 0 QQ L'' 2 J i Ln L W W isz o S uj e Sanford, FL. 327711 .(407) 3 -0064 � & N �-•J e ) , ~ a 0 0 v V�4.! V) V) �R ow Donald C. Robfgt� A-18��?s71A M a INSTAL T 0 CMU B SHEET BTUDS AND JACKS SEE PLAN FOR OPENING PER CHART WINDOW OR DOOR OPENING P.T.o cM.u.coNN�cr/oN ARCH WIND.FOR FRAME INSTALLATION S°ALS "`5 GLDR. IN-`) I AL, T 0 C.M.U. SCALE Nrs scALE Nrs SCALE N75 ALLOWABLE CONTINUOUS FILLER UP TO A IX ' NAILED TO 2X60 61O.C.STAGGERED 11 l N L'' J i W W ,arQnda bYS A-005 N:a.roruia Way,, E Sanford, FL. 327711 .(407) 3 -0064 � & r e ) , Donald C. Robfgt� A-18��?s71A M a INSTAL T 0 CMU B SHEET BTUDS AND JACKS SEE PLAN FOR OPENING PER CHART WINDOW OR DOOR OPENING P.T.o cM.u.coNN�cr/oN ARCH WIND.FOR FRAME INSTALLATION S°ALS "`5 GLDR. IN-`) I AL, T 0 C.M.U. SCALE Nrs scALE Nrs SCALE N75 ALLOWABLE CONTINUOUS FILLER UP TO A IX ' NAILED TO 2X60 61O.C.STAGGERED 11 GENERAL ELECTRICAL LO-TES.- CIRCUITRY OTES:CIRCUITRY IS DIAGRAMATIC ONLY, FIELD CONDITIONS MAY CHANGE ACTUAL INSTALLATION. PROVIDE AFG16 (arc-foult circuit interrupters) IN ALL DWELLING UNIT BEDROOMS PER NEC, SECTION 210-33 , THE A/C DISCONNECT WILL BE LOCATED WITHIN 3 FEET OF THE COMPRESSOR. LIST OF OPTIONS: OPTIONAL COACH UGHT S, (2) FLOOD CFA 'LIGHTS AT REAR AND GARAGE OUTLET - PLACE ON SEPERATE CIRCUIT OPTIONAL GARAGE SOLID FLUSH GSD SERVICE DOOR LIGHT PLACE ON SEPERATE CIRCUIT rl FrrRlrA11V, mPnl I FGF_ND. Power Disconnect Switch c=a Door Bell Chime A Door Bet/ Buzzer Calling Fan (By Others) Smoke Detector Ught Fixture Bath Exterior WP .Lamp W $ Single Pole Switch Three Way Switch Single Receptacle Q Duplex Receptacle (P GFI Receptacle DPr Switched Receptacle 220 V. Special Receptacle -}- Celling Ug Fixture ®Recessed Ug. Fixture R ) Exhaust Fan ATV Cable TV (} Telephone Outlet Flood lights AIC COM . II ---,----------.—.-_,_._-------_._.- 1--�----- —.---.--------------------" wPi� I CFA � I CFA — — — — — — — — — — —— —.-- crr � r i .- ELECTRICAL CALLS. MODEL, BAYBURY .. ,! 4 -BED ' I2.5 KW HEAT 2942 SO/FT LIVING AREA } 'TABLE '220-30 `' '' • ` , f LARGEST- LOAD -. HEAT � !2500 WATTS .. 0 V /25 0 A - i .� ` 294250IFT a 3 V .A. GENERAL LIGHTING = _ 8826 : }: 3 - P CE CIRCUITS a 1500 VIA. EACH TWO SMALL APPLIANCE 3000 s - . - - :AP LAUNDRY- CIRCUIT 1500 „r ONE OVEN T EATER E ONE IMAR N 11700 ' 4500 , CFA OPT: Sl - DISHWASHER' /500 - CFA ti --. � .EX SERVICE DOOR, E. QRYER 500 _ A. : M. DISPOSAL '_ TOTAL OTHER LOADS 36526 Vk, r £ s i F , • - _ 100 V.A. IST IOKVA !00% 04 1 1 2ND. 26526 v 4OG 06 0 r TOTAL OTHER LOAD 20610 SHEET, lOOG HEAT 12500 - 33/10 1-2940 VOLTS 137 AMPSfdFLOOR PLAN 7 „ : . •SIZE l50ACTUAL SERVICE AMPS ' j 3 r , , , . ' .. .. .. ... , • a . .. ..' .: , ... , :. , .. S ,r z.i , 1- • I , , 1•. -. _ ,.. .. .. .. .,. ":... .. ,,' -. i- .--_ : n _:♦ , ,: :' , -*. ... ... ,. :,._5.-1 . Imo... , T,' It 0 KIT 3" KIT 3" 3" VTR L LAV ORISER PLUMBING, RISER DIAGRAM f I °r• f,. o v� �< N - 0 KIT 3" KIT 3" 3" VTR L LAV ORISER PLUMBING, RISER DIAGRAM f I °r• f,. A 4—V S 4, e 1V 'AS --IX8HEAVYUTY­_'- Mid _F f *F Qj N;T. I -k, ov, n Z" �,k t�, A Dw SiLL _7 7,-4. �3 SH 314" -4ft .......... . 777 1140'x 2 -FLA L,�BAR ;ET& -45 041� 'AS --IX8HEAVYUTY­_'- Mid _F f *F Qj 10 x 31-V -T.E-K_SCR&V:.-;; - '2-114' TAPMN Dw SiLL WORZMUL) SH 314" -4ft 1140'x 2 _A HEAO' T PWNS -C (2) ECT /Off _C� ------ 4-.-. V��R TfC V 0 UL DN;, MOM lu 0 WINDOW Wi IV rx 0, -,g z H�E-X HEAD-TAPCONS �PJ, PER CUP� ':'CkLk� SECTION, F= - WPIRIZIONTAL VIEW WNCRA7 Z,-'�HEA F VERT- UU_ - PCON A' Hi��'�HEAD TAPPONS ASqk 0 A!�R -CUP CONCRETE JV IV MA jEGAINE LE > VA:QAV/S SF 4 ��45.F P -7/ c� -n, . . . . . . . . . . . 1, K 7, �;",Q 17777 77777��.­­ �t�tzg_` V izv- :Tt­�T,�:,, Nn 7k 4) -,w �Ht L ERS R E PR IV A �T ;4 Lv Es E SAF E 'Ail _UNC URY,'� PREP MANOF AC -SPACING �GLASS;, 'clHARtS;'*D-`*_AY :,6) A 'tit ER'� SIL'L�z$�HA�L"BE,,',";ADDED-.-Ui�6 `��T E�-�',PRODQCT fIXED wllv4w -T Of so p R, V D_0 T -jR -ACRE _'INTO�, It WY, AT, T_ D' FULL LENGTI-,' SHIMS ARE� 57 -X XU S'JVT-�h DE E w D, T 01Y 'MAIN 1 R E �T 7 ulj J DER, x _FS E �JR E 45 JNGJW1, DOW,, A In. 11 iv 7741 RING S HAN& �-V V4, r 2- BUCK SHAL -8E, SE CURELY��EASTEWE A NS F E R- A& .STPUC-T4JAL-,kSVBST-RATE FA 7�7 A —?E '16 S&S, OR SH MK, "N/L _S"wfT _y �T 'Y4 E AER, DAVIS, �llk 0 KK T_ FOR 1) -ALL,:; AWRI, N �'RqSlrO -,ALLOY", 'T, NS ARF- 6Oi5J �5 'Z ,H JTH,;� TX WALL -T'10 OF 2) THIS Di AUV�fW 0" YOE! XST,,4L LATIQN STE S OF 437 VORANDE,�-',-- P TS; - 0: Rf� SW R�DUC DR d RING, HANK9,­,-, ) THE RESPONSIBILITY FOR SELEMONJOF NORANDEX, :wl To PRODUCTS ANY APPOCABLE, LOCAL LAWS _7 MIN T, EN O-94' 0 C- 'DIANCES 6R OTHER �,SAFETY INTO 2 8r 8q 'BUILDI�V6_ AX 't RE0qlRE SOLEff. WITH IVEN T )6RC 'H H17 BUILDING' OWNER OR C6NTRACT408_ 4) INSTALLA7 -ION H6LES, ARE FACTORY PREPUNCHED TO MANUFAC7 RECOMMENDATION MAX SPACING- 6- FROM CORNERS -AND TYPIC,4L� 2-:r O.C-. 5) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS. ANO MAY VARY DEPENDING, -ON SIZE. HAD"FLASHING FJXJE'D 6) �3HIMS ARF 'OPTIONAL. MAX. SHIU. STACK' 114'. 'WERS 27" R 7) THE WINDOW,­'SiZES. SHOWN'AR MAXIMUM 'SIZES S"MAX, AND, INSTALL47�0,y T -PEA IL IAVLUDE�, OTHER SIZES �Up To MAX1mUM-§fz-' 8) WOOD, BUCKS NOT BY -NORANbEX MUST SUSTAIN IMPOSED LOADS. _GONT8ACTQR IS, RESP F VNTAI)Vlhd SM ICTUR I �E�,Rl -Y, OF:,-', TWE AL N!T T 77AHM �OFENING AND ANY F RAMING EADER.", Stm �T -DETNL -A DESIGN.— PRtSSURE 45 x SELF STACKIN6 OP -8&-fUAIG SHANK -NAILS - WZI MIN. PAN, HEACi T 437 -HUNG WINDOW �OEDFNT _EK SINGLE 437 SINGLE HUNG WINDOW SEE FOR -VATION M�H PA A 'o R-'S CIN ul ca r X. RT -X AL MULLION (XF-LA26-7) 7yp-. 'SEEr�,'lDWG..*MAR-OQ1 =&.E YNST"v 10fil 77,OR. 8d RIM AILS MIN T ��S Ei�ZVATION' FOR� XNCHOR Sp kS. r HEAD FLASHING BY OTHERS —94' O.C. 'SASH A k4z�j MAX TYP �-..­ALT.Fl ATT N ACHMENT. NDER -SHEATHIYG Typ. 6u MAX ALL SH FASTENERS Typ� ARE -/0 1P.H.F.H.' S&S. R 8d RING' SHANK WAILS WITH //0' EMBEQU��T By r Bqq,� -77 INTO 2 DAVIS L:.REG-EN DATE. 8119102 Ju) . . .... .. �: _R PET ar- f '777777 .2 27- uAx I , WIDTH (INCHES) . 10 F.H.!5.M.S.W1fH A NOTES: NO. ANCHORS HEAD SEE NOTE 8 35 AND 45 (PSF) (PSF) o 19-118' WOOD FRAME 114" MAX SHIM jj L j � 2 26-112' O TIONAL (BOTH JAMBS) NOTES:. 2 37' 2 I)SHIMS ARE OPTIONALMAX SHIM STACK 114V 53-118' DETAIL -C 2 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 SASH ' 2 o 2.437 OR T6 WITH: TYPICAL WALL-.. THICKNESS :OF 0.062. DETAIL -8, 3 x�Ax 31 USE HIGH QUALITY. CAULK ' BEHIND WINDOW FLANGE. 3 53-118" 3 4) GLASS_ THICKNESS BASED. ON ASTM, E 1300 GLASS. 19-118' 1 50-518" 2 ' CHARTS.AND MAY VARYDEPENDING ON SIZE. 26-112' - 3 .750 :7YP 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX 2 3 53-118' 10 X 1-314` P.I S.M'S. PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, 3 19-118" &3= . '. OR 8d RING SHANK` NAIL BUILDING CODES,.ORDINANCES OR- OTHER SAFETY 4 s 2 :. �Y/!=l/2' M/N.EMBEDMENT SEE REQUIREMENTS REST SOLELY WITH THE ARCHITECT, 3i" 2 4 taovstF 2X4' BUILDING OWNER OR CONTRACTOR ELEVATION. FOR .:ANCHOR- SPACING oz 4 19-118, 4 6) NOTE. = INDICATES THAT EQUAL FASTENERS' AT -2 5 26-112° HEAD AND SILL ARE REQUIRED .• . 5 37' 2 71 WOOD BUCKS NOT BY NORAN0EX MUST. SUSTAIN 53-1/8" 3 5 IEA.. A1V O SI LL SECT ION IMPOSED LOADS.:CONTRACTOR- IS .RESPONSIBLE W A DAV1S JR. PF: FOR M'AINTkNING' STRUCTURAL INTEGRITY OF THE FLREG.ENG_*' 25539QF THEWINDOW OPENING' AND ANY WOOD FRAMING uAx I , WIDTH (INCHES) . 10 F.H.!5.M.S.W1fH A NOTES: NO. ANCHORS HEAD SEE NOTE 8 35 AND 45 (PSF) (PSF) o 19-118' DETAIL A � 2 26-112' 3/16`'TATCON WITH'A' SEE ELEVATION FOR 2J ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 2 37' 2 M1N.111-4'MIN.EMBEDMENT .. ANCHOR, SPACING. OR T6 WITH TYPICAL WALL THICKNESS OF 0062. 53-118' DETAIL -C 2 SFS'=FLEVAT10N FOR n 3) USE HIGH OUAL1TY CAULK BEHIND WINDOW FLANGE, SASH ' 2 o v DETAIL -8, 3 x�Ax t] CHARTS, AND MAY -VARY DEPENDING ON SIZE_ 3 53-118" 3 0 -.'FRAME 8120102 AROUND WINDOW HEADER. o a o a 1 I , WIDTH (INCHES) . 10 F.H.!5.M.S.W1fH A NOTES: NO. ANCHORS HEAD SEE NOTE 8 35 AND 45 (PSF) (PSF) o 19-118' ``' MIA'.!!/2" MiN.EMBEDMFI►!T U SHIUS ARE OPTIONAL. MAX.SHIM STACK 114'. � 2 26-112' 3/16`'TATCON WITH'A' SEE ELEVATION FOR 2J ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 2 37' 2 M1N.111-4'MIN.EMBEDMENT .. ANCHOR, SPACING. OR T6 WITH TYPICAL WALL THICKNESS OF 0062. 53-118' 3 2 SFS'=FLEVAT10N FOR n 3) USE HIGH OUAL1TY CAULK BEHIND WINDOW FLANGE, 38-114' 2 3 v 2 3 37' t] CHARTS, AND MAY -VARY DEPENDING ON SIZE_ 3 53-118" 3 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX 19-118' 1 50-518" 2 .o a °_• n PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, 26-112' 2 3 BUILDING CODES, ORDINANCES OR OTHER SAFETY 2 3 53-118' REQUIREMENTS REST SOLELY WITH THE ARCHITECT, 3 19-118" &3= -� BUILDING OWNER OR CONTRACTORZz . 4 26-112° 2 O 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE 3i" 2 4 _, ti SILL SHALL BE ADDED UNDER THE PRODUCT TO �0 z FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE oz 4 19-118, V -2 5 26-112° FIRMLY ATTACHED INTO MASONARY AND SUPPORT 5 37' 2 5 53-1/8" 3 5 o "o m � � zQ - ; o 0 W. V1 0 P_ It-" 4- 0 -.'FRAME 8120102 AROUND WINDOW HEADER. o a o a 1 I , WIDTH (INCHES) . 10 F.H.!5.M.S.W1fH A NOTES: NO. ANCHORS HEAD SEE NOTE 8 35 AND 45 (PSF) (PSF) N0. ANCHORS JAMB 35 AND -45 (PSF) (PSF) 19-118' ``' MIA'.!!/2" MiN.EMBEDMFI►!T U SHIUS ARE OPTIONAL. MAX.SHIM STACK 114'. 2 2 26-112' 3/16`'TATCON WITH'A' SEE ELEVATION FOR 2J ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 2 37' 2 M1N.111-4'MIN.EMBEDMENT .. ANCHOR, SPACING. OR T6 WITH TYPICAL WALL THICKNESS OF 0062. 53-118' 3 2 SFS'=FLEVAT10N FOR n 3) USE HIGH OUAL1TY CAULK BEHIND WINDOW FLANGE, 38-114' 2 3 Ak( HOR SPACING. c 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS 2 3 37' t] CHARTS, AND MAY -VARY DEPENDING ON SIZE_ 3 53-118" 3 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX 19-118' 1 50-518" 2 .o a °_• n PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, 26-112' 2 3 BUILDING CODES, ORDINANCES OR OTHER SAFETY 2 3 53-118' REQUIREMENTS REST SOLELY WITH THE ARCHITECT, 3 19-118" &3= -� BUILDING OWNER OR CONTRACTORZz . 4 26-112° 2 O 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE 3i" 2 4 _, ti SILL SHALL BE ADDED UNDER THE PRODUCT TO �0 z FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE 3 4 19-118, o -2 5 26-112° FIRMLY ATTACHED INTO MASONARY AND SUPPORT >c 4 THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED BY OTHERS). 7) CONCRETE COMPRESSIVE STRENGTH = 3,000 PS AT 28 DAYS. 8) EQUAL FASTENERS AT HEAD AND SILL ARE REQUIRED. ALT. HEADER SECTION TYP. 2 BY BUCK 1.500 3116' TAPCON 2 BY BUCK SHALL BE W11-114" MIN. EMBEDMENT SECURELY FASTENED TO TRANSFER LOAD TO SEE ELEVATION FOR STRUCTUAL SUBSTRATE. FOR ANCHOR SPACING. • a CALL SIZE WIDTH d p _ - s--- - 4 n •4 18Y BUCK C O I/4' MAX SHIM — OPTIONAL (BOTH JAMBS) SEE NOTE 6 - CT ION T YF. JAMB SECTION l BY / 2 -BY BUCK CHARLES APAGEN, P.E. FL REG. ENG. " 49121 DATE:8/5/02 EX iVORAATD WINDOW DETAILS RELEASE DATE: �lnarondea'�w43dgn , .WINDOW DIMENSIONS FASTENER SCHEDULE WIDTH (INCHES) HEIGHT (INCHES) NO. ANCHORS HEAD SEE NOTE 8 35 AND 45 (PSF) (PSF) N0. ANCHORS JAMB 35 AND -45 (PSF) (PSF) 19-118' 26' 2 2 26-112' 2' 2 37' 2 _ 2 53-118' 3 2 19-118' 38-114' 2 3 26-112° 2 3 37' 2 3 53-118" 3 3 19-118' 1 50-518" 2 3 26-112' 2 3 37' 2 3 53-118' 3 3 19-118" &3= 2 4 26-112° 2 4 3i" 2 4 53-118" 3 4 19-118, 76-314' -2 5 26-112° 2 5 37' 2 5 53-1/8" 3 5 l0 F.H. S.M.S. W/1-112' MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. COPYRIGHT © 2002 MARONDA HOMES i REVISIONS CL Ho 321-0069 4005 MARONDA WAY SANFORD. FLORIDA k � rYP.Ar HEAD/SILL G _ 24 QC. NAX. I s' _ L -Li W YAX ' DETAIL -A Z v _ z ZEL 0c u z - DETAIL -C O SASH a LQ o DETAIL -8 0If r- Al COPYRIGHT © 2002 MARONDA HOMES i REVISIONS CL Ho 321-0069 4005 MARONDA WAY SANFORD. FLORIDA s k � i _ L -Li W o Z v _ ZEL 0c 4J O ? LQ Q s k � i Q�g o Q: 4J O ? z 0 0 m o � h w — - %:, I'HR ;: ' 2) 0 x 13 4 , Sd�S INTO 2 ' . B CK -f)R.. ,t , :t (2) 315"0 x--2.3/4" TAPCON . THRLI ":Tb? t': BUCK f yN) N WITH. , A 1114" MIN: MBEZ1U NT INrfl. A51NRY.. SEE ELEVATION FOR ANCHOR 5f'AC/NG f21=l0. x 't -3 R H/4' SMS' INTO -:2" x, BUCK 'o `-SEE ELEVATION. ;FOR `ANCHOR SPACING Y. W F i�; HING .PAN'13Y OTHERS:. .. 0 (MATER riGtJT:t;ON •3 SIDES ;, �=:CAUIIC' THROUGH' SCREW--', + HOLE: TO ; SEAL 'PAN:: PRIOR O Q O (2) -I0 X I:3fj',PH-SACS INTO 2.8Y -BUCK WITH 1-112"M/N.EM$EDMENT. Z SEE ELEVATION FOR ANCHOR SPACING: 2 BY ,.BUGK,. SHALL BE SE£URELY FASTENED TO . OPTIONAL "To:.. _. :. BY -51e TEm,-EREO GLASS (XX) S1JDING GLASS DOOR COMPARATIVE M YS1S- CHART Cc . DESIGN LOAO CAPACITY-PSF WIDTH (INCHES) HEIGHT CINCHES) POSITIVE NEGATN,E 200-314 (80, 46 46 152-3/4' 46 46 995` 46 46 152-314 80, (3) 575 57.5 116-314" 575 575 , 575 575 200-3/4' ( 45 45 152-314' 45 45 99S 45 ` . 45 152-314 w 489 469 116 314" 535 535 75-112• 534 -55.4-:. , u r W vz , i ..-amu. .. ,s'. ..,..«. .' _ ..�. �. �.. '. � .. �. :... -, . ... Z ' "• - - ':%. i R,+ _ �z W W � Ltn a uJ U a uj t <:71 n.. ___j z U t Q) — ti . :1 - W o Qz z — - %:, I'HR ;: ' 2) 0 x 13 4 , Sd�S INTO 2 ' . B CK -f)R.. ,t , :t (2) 315"0 x--2.3/4" TAPCON . THRLI ":Tb? t': BUCK f yN) N WITH. , A 1114" MIN: MBEZ1U NT INrfl. A51NRY.. SEE ELEVATION FOR ANCHOR 5f'AC/NG f21=l0. x 't -3 R H/4' SMS' INTO -:2" x, BUCK 'o `-SEE ELEVATION. ;FOR `ANCHOR SPACING Y. W F i�; HING .PAN'13Y OTHERS:. .. 0 (MATER riGtJT:t;ON •3 SIDES ;, �=:CAUIIC' THROUGH' SCREW--', + HOLE: TO ; SEAL 'PAN:: PRIOR O Q O (2) -I0 X I:3fj',PH-SACS INTO 2.8Y -BUCK WITH 1-112"M/N.EM$EDMENT. Z SEE ELEVATION FOR ANCHOR SPACING: 2 BY ,.BUGK,. SHALL BE SE£URELY FASTENED TO . OPTIONAL "To:.. _. :. BY -51e TEm,-EREO GLASS (XX) S1JDING GLASS DOOR COMPARATIVE M YS1S- CHART FRAME amENSIOA'S DESIGN LOAO CAPACITY-PSF WIDTH (INCHES) HEIGHT CINCHES) POSITIVE NEGATN,E 200-314 (80, 46 46 152-3/4' 46 46 995` 46 46 152-314 80, (3) 575 57.5 116-314" 575 575 75-f12' 575 575 200-3/4' ( 45 45 152-314' 45 45 99S 45 ` . 45 152-314 96' (31 489 469 116 314" 535 535 75-112• 534 -55.4-:. 114'.:Tf11PERED`GLASS (XXJ:$fJD1NGrili4> 'DOOR' C0k(PARATIVE_ ANALYSIS CHART4 FRAVE- .: UAIENS1ONS DESIGN LOAD CA"AX Y-PSF WIDTH (INCHES) HEIGHT (INCHES)- MSfIVE NEGATJV,F-. - 200.314 (4) POSITIVE J52-314 66? 69.4 (,INCHES) 152.51 ' (3) 66.7 1_77_4 -' 1163/4. 667.: 836 75-!/2' 56.7. 83.6 200-3/4' (4) 60 Co.— ., 152-314 60 60 995'0 ' 60 152-314 w (3) 653 653 116-3%4• . 667 ":' wTt3 75d12' „ 66,7 738, W Z 0 Q I U l/ • (2)'10 x 1-314° PH -SMS INTO 2 BY BUCK OR (2),31160 z 2-314` TAPCON T HRU 1 BY BUCK, (SHOWN) WITH A 1-114" MIN -EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. __TJ Q Z HEADER AND SILL SECTION T YR. J BY BUCK (2) 010 x I-314" FH -SMS INTO 2 x BUCK SEE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. WATER TIGHT. -ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR TO SCREW INSTALLATION (2) •IO x 1314' PH -SMS INTO 2 BY G BUCK WITH 1-112'MIN.EMBEDMENT. SEE ELEVATION FOR ANCHOR SPACING. 2 BY BUCK SHALL BE SECURELY FASTENED TO TRANSFER LOAD TO STRUCTUAL SUBSTRATE. SIZE WIDTH (C.Swj OPTIONAL 2 BY WOOD BUCK- T YP" HORIZONTAL SECTION 1 BY / 2 BY BUCK WOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. - MIN RECESS I" AFTER INSTALLATION. . (2) 3/160 x 2-114" TAPCON OR MIAMI DADE APPROVED CONC.FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES: O SHIMS ARE OPTIONAL. MAX. SHIM STACK 114'. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'- 31 USE HIGH OUALITY CAULK BEHIND DOOR FRAME - 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS AND MAY VARY DEPENDING ON I SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF - NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH - 3,000 PSI AT 28 DAYS. - 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION MAX SPACING 6" FROM CORNERS.9" AT JAMBTOP AND TYPICAL 18' OC. np 3116' TEMPERED GLASS (XX) SLIDING GLASS DOOR - COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS O WIDTH HEIGHT. POSITIVE NEGATIVE (INCHES) (,INCHES) 72' 80 (3) 45 45 144-118" 45 L'Lj Q sW one a•5, _ Q aR Q -41 pW -0t,� / � �i W vz Qa N �z W W � Ltn a uJ W Z 0 Q I U l/ • (2)'10 x 1-314° PH -SMS INTO 2 BY BUCK OR (2),31160 z 2-314` TAPCON T HRU 1 BY BUCK, (SHOWN) WITH A 1-114" MIN -EMBEDMENT INTO MASONRY. SEE ELEVATION FOR ANCHOR SPACING. __TJ Q Z HEADER AND SILL SECTION T YR. J BY BUCK (2) 010 x I-314" FH -SMS INTO 2 x BUCK SEE ELEVATION FOR ANCHOR SPACING. FLASHING PAN BY OTHERS. WATER TIGHT. -ON 3 SIDES. CAULK THROUGH SCREW HOLE TO SEAL PAN PRIOR TO SCREW INSTALLATION (2) •IO x 1314' PH -SMS INTO 2 BY G BUCK WITH 1-112'MIN.EMBEDMENT. SEE ELEVATION FOR ANCHOR SPACING. 2 BY BUCK SHALL BE SECURELY FASTENED TO TRANSFER LOAD TO STRUCTUAL SUBSTRATE. SIZE WIDTH (C.Swj OPTIONAL 2 BY WOOD BUCK- T YP" HORIZONTAL SECTION 1 BY / 2 BY BUCK WOOD SHIM (SHOWN) OR MUD TRACK AS REQUIRED. - MIN RECESS I" AFTER INSTALLATION. . (2) 3/160 x 2-114" TAPCON OR MIAMI DADE APPROVED CONC.FASTENER SEE ELEVATION FOR ANCHOR SPACING. NOTES: O SHIMS ARE OPTIONAL. MAX. SHIM STACK 114'. 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.062'- 31 USE HIGH OUALITY CAULK BEHIND DOOR FRAME - 4) GLASS THICKNESS BASED ON ASTM E 1300 GLASS CHARTS AND MAY VARY DEPENDING ON I SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF - NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) CONCRETE COMPRESSIVE STRENGTH - 3,000 PSI AT 28 DAYS. - 7) INSTALLATION HOLES ARE FACTORY PREPUNCHED TO MANUFACTURERS' RECOMMENDATION MAX SPACING 6" FROM CORNERS.9" AT JAMBTOP AND TYPICAL 18' OC. np 3116' TEMPERED GLASS (XX) SLIDING GLASS DOOR - COMPARATIVE ANALYSIS CHART FRAME DESIGN LOAD DIMENSIONS CAPACITY-PSF WIDTH HEIGHT. POSITIVE NEGATIVE (INCHES) (,INCHES) 72' 80 (3) 45 45 144-118" 45 45 No.' IN PARENTHESIS INDICATES PANEL WIDTH IN FEET. (2) 3/16"0 x 2-314' TAPCON OR MIAMI DADE APPROVED CONC. /BY WOOD BUCK FASTENERS. 1 SEE ELEVATION FOR ANCHOR SPACING- 114" MAX SHIM OPTIONAL (BOTH JAMBS) FRAME HEA I Q 4 41 x SAME AS$7U X PANEL PANEL X PANEL PANEL _ ,o, oa W SAME A, sW one a•5, _ Q aR (2BY2) rr>'rCAL EttVATION fi cl' (2P2) rYpwx Fit Anon O Q 4 41 40 SAME AS$7U Q Q J X X PANEL PANEL _ ,o, oa W � sW one a•5, _ Q aR RP� pW -0t,� / (2P2) rYpwx Fit Anon O Q 4 41 V) ~ Q Q J � � ►P1 h � oa W � �I Q LQ ca C REVISIONS COPYRIGHT © 2002- MARONDA HOMES t .. 41 -PAVO ODUJ , 1 - v - - {xvEur w�ucc�rry-rriytr - -- l !. 321=0064 4005 MARONDA WAY •-SAl'FQ'RD,', FLOR IDA Q 4 41 v) 3 N Q J � � ►P1 h � oa 4�'Q- �I Z� M z W LQ ca C 2 � �i W vz Qa N �z W W � a uJ U a uj ___j z U Q) ti W o Qz z w 0 m ca o o�n�v REVISIONS COPYRIGHT © 2002- MARONDA HOMES t .. 41 -PAVO ODUJ , 1 - v - - {xvEur w�ucc�rry-rriytr - -- l !. 321=0064 4005 MARONDA WAY •-SAl'FQ'RD,', FLOR IDA "vf . t r. .. - - y' - - , '� f - . :.i . , t.. _ _ - - y , ". .. r: ! ,' r.. f1 3T-1/7• NWAE Wtum - DISTLNCIIONISERI��. 2 �1,1�a> - SMC'lH'I�NO jjE510EtjiL4 INSUtr1TEq: »" I/�' FI+A)IE enol== . , k �' TIREROLAS4 00011 III WO,90 FRAME 11-1/?' (t<�1[ ont -- m - -_ 6• '� 6 _ 1, _ . - i'I/1. 101 lull • V w _'` - V -1/z' FRAME W10111 - - F,ME ?AL � QT' SI I _ I me .allovljft0 RODU(' ttAs BI EN' EVALUATED TOR 1:1 _ G.OAI� "ce Wilt Tite 410 LOADS IP5UP�11E1 CE I SFCIOH " { -_ S- I _ '� _l 110 OF, 111E TENTS DE /TiT1161, N 1 - - 16• o C. lvx. gS10 1A RCSISTAr CoNSTR ORON GUIDE AND SECdgn IQ (fYP) v - 1W1ONJ OF THE T)NDSiOA INSURAItCE' A550CUTIQN T " 8ulinlr+q A. iT,WMRSTOrt (RESISTAyT �aNsTPucnoh. I � 11 \ r [ n r ?. WOOD-OWKS.�f(. oTNERS; JJU5T )3E ANCHORED PROPERLY ) To TF}ulsFtTl Eaves To THE siRuciuRE; - _ _ -. a. PPODucT AHCt1ORS SHALL, PE AS WSiTO AND SPACED _ \ AS S11oyJN ON OEfAJE3. ANC►IOji EMBEQAIEi{T T0. DASE \ p IIAIERIAL SNALI. BE PV(Ot1D WALL DRESSING OR SiUCPO• f.H 0 11 , , � ` =�y q � MAX , 1. PPODUCT DOES NOT MEET IMPACT IiESISTAIICE 3 - O � 0H � � - \ - (fYP ) P. DESIvi PRESSURE 11ATINO SNALL PE AS fOL10>;/S: d � r = fait 4' a• 10011 DOORS: 5y:E TABLE i• O, O � - -[ EAR fHvt(Es WEIT ¢' A"Up in P' q•: 5�E jAeEE 2. - - K O - - - . I � I . L11 r I I 0 - : / . IVr � _ m - - I ul 11 . �-- - - . - / .... -6 L - - I .� ­ I 1. I . /-. ' / - I- ,­ I I - . / i -L . . I L/ -j It --!I I I � r , Io.� . !, I M� - - --- I . � I I.." - F1 . . r�j-�:] 11 . I - III' - � Y-.. . - I I I . � � 4- ML -1 . .1 -1 iYP,� ICAC ,Q:..I � � ­ - - -... - 1-1 I , -- -- AESION PRESSURE RATING Asue t - - V - DESIGN ESSW RATIM iABLE 4 _ �` K1 iOY ILQtA MJLT14Ar)711 i"i JAtLE Efa3XOM NRJM ZA- fI73W- . - _, WP .1 I.. I2 w b li ' .. .1 11 - . I I I. . � . I., ` I , I 1 I . .: L. . '­�� � �..'­. - , ,; ; � I . ..� r teat t1 K > I r t111m , i.m A tr3r' taxa �ro f-h� ET� I . .­ . I .1.11 I 11 I � I I 1. � ��, 1 Ar �Irt fo tilCtlff[ 6t1CH1ilfl�.r__�-fi_9-�_O4S,1[t i_Lolm &-.E9ti_9=w mula 11, ". � .. �, ''. -, ',-,',,-­ I . . . II .��", .. , I ., . TABLA OF CONTENTS JI - - ,, �,!mv y �-=tt-.!�T,-Vm--r),--;-;��-- neo rrr rorrtnt ROTir►eovaa *�o .ef !' s •t , - Ir 1 a; _i SHEET OESCRIP710H - . •ITO`rY0 : '. -00 ", 1r[gAT(Vf .NOT MI'AOv[D -00 /Yr ' Wj_ , r _ i , . - t .1#a T.S.tt. IYPIGAI AtJGII(1R5 .. .> ,1 I as m R..P. I.) urrO 2UY WOOD BUCKS OR WOOD SrRUCTURE • f Wyk, WO ,d PFH Wd. Scraw, I' MR1. EMBEDMENT . ,v ctw�,t+ t'a' 7) 0110 =BY WOOD BUCKS OR INTO t,1ASONRY t&f- p0-01 J/IS' OU. TAYCONS WIfH 1-1/4' MIN. EMOEOMENI 10, � . � I I . I �. . -i L� �II�O ­ * _ .. . : ., - ' =/Q• I T �/- ii -t1. 0/33' ---.� -- ]7. )%]• ffNllE 1k10P1 73-A/1 DWR PA114, Hignl - 3,132 - n 9( PU = W Z - 4S�u 1QI1 �4 ,P.. glia` ---I--to Ird 4J51 to loll CK i01% Y;13ai`=rr a . ��- ' 1' `Y eU I i, ' - �- jj 7 �11.1 .. 1. - -F I L.- N .`V. 1: . . I . : 1. il � I . , -!. .'. - r­i;­ I '. �, � '' 'I, . , .iml , ... . 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Im R P. I' 1 . c[scli !'"i PART Ra. �--- -- WIEMAIL 0-871FIFT "M ees � fleRrl 529 + N� t�e� SI�L 2 I 3 Mulct Wit s: 1. 1195 PRODUCT IS ULSiGNEO 10 LIEEf UIE SOuill t101DOA • E) t - - l �i1DU51b11-'- BIJAWIG COUL 1$74 EDITION 1011 4uLII-DAZE CU1Urr7 f i : KC CO-CaIUUSIOR A u +1 Y 1' 2,, WOOD DUCKS Df (MMIS, NUS(9E ANCHORED PROP[ 111Y coag ►rvLE--__ ;cI'�G , �-"' IlUNE91IXD (OUI'ihltio) Mal fU TRA71SFER LOAOS 10 GIG" BfilUCI11RE } 6 _ .• . I - ibit' - I 1.591 I �. le , ,,. ~+S -'t'_" -1.i/1.... -......_..a � � � 2 1 0a A• I 1 201• I � ..1uN' ( )/I• 1, - 1/i• uAA uuN eLDtD. SPACE IA xWU NOltli-14' WAA - r o.7a r'-.�� I - • I ('' I a IISCC /t a i.'.i 15 In (n N�TP)SP/LE^ (d1i�_ _ O.tlA1' YI.ti/0 I P tF A573c: I YN/4G " �„ 3 ', � .-�'/ 1 L( 11`1 :i1GL•' •,. - _ _ �. __ — .— � __ — —.. _.._ _— � .._� ..— -- —. _.- —. ._. _� L-AaI I I c' F _1 tt �y 84,I '� I - r9n10-t-uAia I J 1 n +- W i• �I ) 1' H -._ ..,� - PA115 YASUI flult9 .._. � I {.QUO]➢• .. }, I .� � . _ 1. nlsnru no11 SERIES F��uu UIWitibRE'I 1ASSDEURINWOOU FM1IE NF OR0E0 WIRI FUII GI ASS ulE) UUI l U'4 211tG. 4. G1A0/8" O',IRA11 NIICKNLSS 1145111AILD CUSS IWILi CON5ISDNG Of. 'TWO 1/8" TEMPERED IVES AND Ont, q AIR SPACE- 5. PACE5. I4LII1FOiH:ItIG. ONE (I) "U• SIIAYEU 51LLI NLIWORL.IRu UPICAl_-11FVAI1;11L 1L=1L. Dt1Dll CIWI EIEASURING 571•.0.74U'.00'Po' NIA MAS OCA TED AT EA1:11 PA1tEL sIIIE. (6'-0. 00011 DESIGN PRESSURE RARNG TABLE tt� ONLY Was, ++>+a u,,. AYalwna ■rat w[» trat atw,a7 Ua tl ALU" .aA.V1 "b out — --- - �- _-- -- -- -- ---- - - - 1,0311NE ..60 P$r ia0 PHr - REOAIMi -a0 _ TABLE 0_F CONTENTS SIIEE( J _ DESCRIPTIONS _CROSISEC IONS LYil11!jEVAf'O 15 I( ANP IIOR140t{[�L) A - _RM -O i W;-iffiuT - — w' OC IUY L (PYP) - 37 - 1/2' FIiAJAE 'd1011i 0 / IMCAL ELLY�IIDU_d'_U- UQl DESIGN PRESSURE RATING TADI E 2) 1/1'/ / lr I.rxll+aa! ruu+ hr{nwaW a,Y+a: wurui l(,// hum AEpa..ry1M A 1)QaD �lytfA.,lM 0 H11 KIM UV YO]fT1�rL ..OU PUF 170 PS/ IE;atlSlll "Itof+CtiAflvE - - -- --- ---- --- -- --- (nu) and -stili Gtu OZ DD Dfr unitPP nut m - + b MY S - IUOC L 0 / C) diLt1UR "1Lul LUI C_fL LgUU &l Ql ll Wtul IGU n:_5:. Ui4ill LULau• tnlu Ilrll::1 UILIICu�-- +w 01/09 99. 1) 9/10 2UY. WOI.0 btX.5 Lir hUr) StIl11CIWlt Fa SUS 1-1/2' will. tu0:0uEM J) TUI h(i.G UUCKS A)IU 9110 itl.)11,1111 J V K --- 1/U- UV IAYCO's hD,l I- 1/•• uui EUtuuutlll ;/,yy 1 n `+�•S bil ITEM c[scli !'"i PART Ra. �--- -- WIEMAIL 0-871FIFT "M ees � fleRrl 529 + N� t�e� SI�L 2 _GENERAL MOTES 3 Mulct Wit ►DA 1. 1195 PRODUCT IS ULSiGNEO 10 LIEEf UIE SOuill t101DOA {Ocx 511tE Wllou WVt---- E) SIVA - - l �i1DU51b11-'- BIJAWIG COUL 1$74 EDITION 1011 4uLII-DAZE CU1Urr7 U((L/ D011uu (9+bmRU) _ � - UG.lgiltWle�A� paa S EP jj"—" KC CO-CaIUUSIOR A u f 1 n 2,, WOOD DUCKS Df (MMIS, NUS(9E ANCHORED PROP[ 111Y coag ►rvLE--__ ;cI'�G , �-"' IlUNE91IXD (OUI'ihltio) Mal fU TRA71SFER LOAOS 10 GIG" BfilUCI11RE } 3. PF?OUuCf AliC110RS slltlt OL AS IISI{D MD -SPACED u1q AS SHOWN ON DEfA11S MCHUR tNOEUNEfir 10 RASE T Y • MAIEf/U1 6lWi BE DE)OIIO WAI. DRESSING OR SlUCt-O 4. IMPACT kESISWir St1Uf IERS ARE IItgUIRED 5. DESIGN PRESSURE RATING SI W 1 UE AS FCU u'N5. - FOH D' U• IIIGII DOOR;: SEE I/OTE 1. - FOR 1`1011ES (7+tR a• B• UP f0 U' u'. SLL Mitt, 2. UUI l U'4 211tG. 4. G1A0/8" O',IRA11 NIICKNLSS 1145111AILD CUSS IWILi CON5ISDNG Of. 'TWO 1/8" TEMPERED IVES AND Ont, q AIR SPACE- 5. PACE5. I4LII1FOiH:ItIG. ONE (I) "U• SIIAYEU 51LLI NLIWORL.IRu UPICAl_-11FVAI1;11L 1L=1L. Dt1Dll CIWI EIEASURING 571•.0.74U'.00'Po' NIA MAS OCA TED AT EA1:11 PA1tEL sIIIE. (6'-0. 00011 DESIGN PRESSURE RARNG TABLE tt� ONLY Was, ++>+a u,,. AYalwna ■rat w[» trat atw,a7 Ua tl ALU" .aA.V1 "b out — --- - �- _-- -- -- -- ---- - - - 1,0311NE ..60 P$r ia0 PHr - REOAIMi -a0 _ TABLE 0_F CONTENTS SIIEE( J _ DESCRIPTIONS _CROSISEC IONS LYil11!jEVAf'O 15 I( ANP IIOR140t{[�L) A - _RM -O i W;-iffiuT - — w' OC IUY L (PYP) - 37 - 1/2' FIiAJAE 'd1011i 0 / IMCAL ELLY�IIDU_d'_U- UQl DESIGN PRESSURE RATING TADI E 2) 1/1'/ / lr I.rxll+aa! ruu+ hr{nwaW a,Y+a: wurui l(,// hum AEpa..ry1M A 1)QaD �lytfA.,lM 0 H11 KIM UV YO]fT1�rL ..OU PUF 170 PS/ IE;atlSlll "Itof+CtiAflvE - - -- --- ---- --- -- --- (nu) and -stili Gtu OZ DD Dfr unitPP nut m - + b MY S - IUOC L 0 / C) diLt1UR "1Lul LUI C_fL LgUU &l Ql ll Wtul IGU n:_5:. Ui4ill LULau• tnlu Ilrll::1 UILIICu�-- +w 01/09 99. 1) 9/10 2UY. WOI.0 btX.5 Lir hUr) StIl11CIWlt Fa SUS 1-1/2' will. tu0:0uEM J) TUI h(i.G UUCKS A)IU 9110 itl.)11,1111 J V K --- 1/U- UV IAYCO's hD,l I- 1/•• uui EUtuuutlll ;/,yy 1 n `+�•S bil ITEM c[scli !'"i PART Ra. �--- -- WIEMAIL 0-871FIFT "M ees � fleRrl 529 + N� t�e� SI�L 2 IDP toil 3 Mulct Wit ►DA I 5 {Ocx 511tE Wllou WVt---- E) SIVA - - l �i1DU51b11-'- 6 U((L/ D011uu (9+bmRU) _ � - UG.lgiltWle�A� paa S EP jj"—" KC CO-CaIUUSIOR A u �ur�uR UUI l U'4 211tG. 4. G1A0/8" O',IRA11 NIICKNLSS 1145111AILD CUSS IWILi CON5ISDNG Of. 'TWO 1/8" TEMPERED IVES AND Ont, q AIR SPACE- 5. PACE5. I4LII1FOiH:ItIG. ONE (I) "U• SIIAYEU 51LLI NLIWORL.IRu UPICAl_-11FVAI1;11L 1L=1L. Dt1Dll CIWI EIEASURING 571•.0.74U'.00'Po' NIA MAS OCA TED AT EA1:11 PA1tEL sIIIE. (6'-0. 00011 DESIGN PRESSURE RARNG TABLE tt� ONLY Was, ++>+a u,,. AYalwna ■rat w[» trat atw,a7 Ua tl ALU" .aA.V1 "b out — --- - �- _-- -- -- -- ---- - - - 1,0311NE ..60 P$r ia0 PHr - REOAIMi -a0 _ TABLE 0_F CONTENTS SIIEE( J _ DESCRIPTIONS _CROSISEC IONS LYil11!jEVAf'O 15 I( ANP IIOR140t{[�L) A - _RM -O i W;-iffiuT - — w' OC IUY L (PYP) - 37 - 1/2' FIiAJAE 'd1011i 0 / IMCAL ELLY�IIDU_d'_U- UQl DESIGN PRESSURE RATING TADI E 2) 1/1'/ / lr I.rxll+aa! ruu+ hr{nwaW a,Y+a: wurui l(,// hum AEpa..ry1M A 1)QaD �lytfA.,lM 0 H11 KIM UV YO]fT1�rL ..OU PUF 170 PS/ IE;atlSlll "Itof+CtiAflvE - - -- --- ---- --- -- --- (nu) and -stili Gtu OZ DD Dfr unitPP nut m - + b MY S - IUOC L 0 / C) diLt1UR "1Lul LUI C_fL LgUU &l Ql ll Wtul IGU n:_5:. Ui4ill LULau• tnlu Ilrll::1 UILIICu�-- +w 01/09 99. 1) 9/10 2UY. WOI.0 btX.5 Lir hUr) StIl11CIWlt Fa SUS 1-1/2' will. tu0:0uEM J) TUI h(i.G UUCKS A)IU 9110 itl.)11,1111 J V K --- 1/U- UV IAYCO's hD,l I- 1/•• uui EUtuuutlll ;/,yy 1 n `+�•S bil ITEM c[scli !'"i PART Ra. �--- -- WIEMAIL 0-871FIFT "M ees � fleRrl 529 + N� t�e� SI�L 2 IDP toil 3 Mulct Wit ►DA I 5 {Ocx 511tE Wllou WVt---- Rp�tT,7 i 9'-0 DI 1eA�5 SIVA - - �tjµ@C2Y1f4�(SII9e�-,1-+9:L- �i1DU51b11-'- 6 U((L/ D011uu (9+bmRU) _ � - UG.lgiltWle�A� paa S EP jj"—" KC CO-CaIUUSIOR A u �ur�uR L ID 11 coag ►rvLE--__ ;cI'�G , �-"' IlUNE91IXD (OUI'ihltio) Mal r � ,0 `. IH �_- J _ - 9111•,.. / ^� nerd Itl$iNIAIId�IUI —� �jrd i�iio��iiuR _.' � ,• ... .. )/ 2 - __ it ._-._- ..ii a et N. - /z FIVJ/E mum - -- 11 ] ' )5-1/1' DOGN YA11E4 WNI -^ 1117• (I � 1 ,otl• •�� �012jLUj`lj�CfiC)5S StiCjl�_ YY - 911,• ;j 1 -- ,-y/°• m0905. -7 - cat] mN 0 905• -. 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