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Home My WebLink About326 Lusitano Way 03-2428 New SFHLIM, - M14w, PERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 _. PHONE NUMBER CBC 055300 PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTORc�„�?C1�` MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE t7 s d SUBDIVISION )) t� r, PERMIT #;6 DATE "00 s PERMIT DESCRIPTION QQY IL r p ) "o DESIGN CRITE]ftIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY— RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 2-STORY RESIDENCE: BLDG HGT 23'-6" SPECIFIC PARAMETERS FROM FBC 200)1 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN &CCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIXgUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA ]BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FIBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF — PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS, PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS @ SLEEPING AREA 30PSF LIVE 10PSF DEAD FLOORS @ NON —SLEEPING AREA-40PSF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 10PSF DEAD DECKS-40PSF LIVE 10PSF DEAD STAIRS-40PSF LIVE 10PSF_ DEAD — --- - ROOFS-20PSF LIVE 17PSF DEAD C. BASIC,WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO—EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0 _ 5. LUMBER A. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER SPF. (ALL LUMBER EXPOSED UO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREA`II'ED) 6. TRUSSES A. PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT' SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SEC.GU,ST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG Cl—COVER PAGE. PG 1—FOUNDATION DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 113—WIND LOAD CALCULATI[ONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" PG 3B—ELEVATION"B' PG 4A—TRUSS „ PLAN"A" PG 4B—TRUSS PLAN"B" PG 5—ELECTRICAL PLAN PG 6 OPTIONS -PAGE PG 6A OPTIONS PAGE PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS iLw�J!A' www. drhorton. com CBC055300 6250 Hazeltine National [Drive. Orlando, FL 32822 Tel: (407) 857-9101 Fax (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ENGINEER: KENNETH ROBERT COYNE PE NO. 53747 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 o � A Q v Sri w - IBAKERS I CROSSING I LOT #90 PHASE #21 MODEL: "2289—R" BLOCK 9'4"BRG. COVER PAGE DATE: 5/09/03 JCA -,E: 1/4gal '-ON SHEET C 1 ®F 6 -MAY 12 2003 fl , �I. 8 E I ff, 27 I 't ,I DOWEL LAYOUT -------------� I 1 oq ► ° o — 771 �i I SHOWER TUB . �1 m t I l----'�I OPT® BATH I 4'-4" -4 1/2' -3 1/2" 1Q'-10" I -STORY FTC 3 1/2" O CONC. r SLAB 40' - 0 191--ill 21'-0" 4'-0" 3 1/2" GONG. SLAB W/ DOOR OPTION 23'-2, -- ---- ---- 2ND STORY FTr3 Im I I I —J ■ ■ ■ ■ ■ I �, ■ ■ EXTEND I I () = SLAB 1 1/2' REC 3/4 � 0'-0" ELEV. FIN. CONC. SLAB 2f I DI I r{1 ■ 21'-3" Q ■ L — J r OPT. ISLAND II 1 RANGr= ¢ In ■ r -1 II I OPT. REF. — g,Dl II' -I" STEM CHASE DN. FROM 2X4 WALL C TYP. EXTEND SLAB ~j ° 1- 1/2" W/OPT. I� 0 1 I DOOR 14' - 0" I r -2" ■ f CENTER OF 2X4 WALL I I II I = SHOWER I I I � RECESS 13 I � -3 1/2" D1 ) s \ - N IT 12'-5" c�1 u- - >} —, F —, Lq ULtj �� 'RUC i OPT. I i FT) LUXI OQ0 I vca (Ll _ UQUIU NU XzO� QN �/° n D10 �z m0 co XQIt lu-1 H. INI 3'-2" 8 -1„ 5A8E17 PAN tCONDI = REC_ 3/4" 4 ■ r EXTEND SLAB 1-1/2" W/OPT. r- DOOR pl 1 Dl D1 I N f m ■ I 3 1/2" CONC. REINFORCED L W/6'X6' #10/I0 WWM ON 6-MIL. IVAPOR BARRIER ON WELL -COMPACT p CLEAN TERMITE TREATED FILL O 6' APPROVED SUBSTITUTE, (RECRUIT = SYSTEM) 7 6A m - 0'-0' ELEV. DI O ■ I FIN. GONG. SLA5 01 N I EXTEND SLAB 1 1/2 I m D1 DI ro TYP. 3'-21I ■ ■ ■ `v ■ 3 1/2' ■ GONG. ■ -3 1/2 SLAB ■ 24'X24"X12" CONC. PAD 0 N " W/3 - #5 BARS E.W. (ON CHAIRS) `n MIN. 3" COVER I1 8 D1 41/2„ DI I I ■ 24"X24'X12' GONG. PAD W/3 - #5 BARS E.W. 2 , _ 4 (ON CHAIRS) 161_011 MIN_ 3" COVER (2) TYP. 151 - 0 7k 5'-4" 13'-0" 9'-4" 40' - 0" FOUNllA'1'ION PLAN C� O � q c1 c� w BAKERS CROSSING MODEL: "2289- R„ BLOCK 9'4"BRG. FOUNDATION DOWEL PLAN DATE: 5/09/03 SSCAT 1/41=1'-0' SHEET I OF 6 MAY 1 2 2003 I' t- 1 ;1 s ff1 - i f.. :4 f� `R a. �I y � 4 $. c a; g � k- �= 4f .r a;r�z F 4 „E i 3 :e ! c...:.k i.. ; "tl C s b4 f 4 .1 �1 x� a �! a. ,I "MAY 1 2 2003 R A A 4 v h w iL�Lj BAKERS CROSSING LOT #90 PHASE #21 MODEL: "2289— R" BLOCK 9'4"BRG. LINTEL SCHEDULE DATE: 5/09/03 SCAT : 1/41XV-0' SHEET IAOF 6 (2) 26-SH W/ARGHED TOP O ELEV, B (2) 26-SH Lo 1 3-0 DR W/ 12" S.L. OELEV, A W/ HALF RND A50VE OELEV, B 52 " X 30" TRANS ABV. COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # IFOOTAGE SQUARE WINDOW SQE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 30 3068 DR W/S-LITE 4 20.4/ -22.2 24.2/ -26.4 2 5 W/ HALF TRANS. APV. 4 21.5/ -23.6 ELEV "A" 25.9/ -20.1 3 11 52" X 30" TRANS. Ak3V. 4 21.1/ -23.5 ELEV ">=3° 25.0/ -20.0 4 35 (2) 26-5H W/ARCHED TOP 4 20.0/ -21.0 ELEV "All 23.8/ -26.0 5 35 (2) 26-6H 4 20.0/ -21.0 ELEV V 23.0/ -26.0 6 24 35-SH 4 20.6/ -22.4 24.5/ -26.1 7 10 23-5N 4 26 1.0/ -23. 25.9/ -20.1 8 54 8068 SCUD 4 19.4/ -21.2 23.1/ -25.4 9 1-1 25-SH 4 21.1 / -22.9 25.1/ =2-1.3 10 11 25-SH 4 21.1 / -22.9 25.1/ -21.3 11 8 1H3-SH 4 2 La/ -23.6 25.9/ -20.1 12 1& 2868 DR 4 21.0/ -22.0 OFT. 24.9/ -211 13 112 CzARACxE 16'-0 X -1'-0 5 18.3/ -22.4 21.0/ -26.1 14 32 (2) 3050-SH 4 20.0/ -21.8 23.0/ -26.0 15 16 25-SH 4 21.2/-23.0 25.2/-21.4 16 16 25-5H 4 21.2/-23.0 25.2/-21.4 1� 16 3050-SN 5 21.2/-28.0 25.2/-33.3 17 16 3050-SH 3050-SH 1=L1=V, A 14 (2) 3050-5H W/ARGHED TOP ELEV,B (2) 3050-5H I I 'TT I a, 11 ME oil ml � III � 9, 1 o 4 v ti w BAKERS CROSSING ILOT #90 PHASE #2 MODEL: "2289-R" BLOCK 9'4"BRG. WIND LOAD CALCULATIONS DATE: 5/09/03 SCALE: 1/4'=1'-®' SHEET I B OF 6 MAY 12 2003 t l 1 I'-011 141-0" QI-01I ro'-211 J G/ 31_811 PATIO CONC. SLAB W/ DOOR OPT. 9'-0" X 0 -011 ---- aoroa S.G.D. EGRESS EGRESS 6��, 1H3-SH ° n_'�z FAMILY OWNER'S 1 ROOM SUITE I } I - VAULTED C-LG. _ S'-O" GLG. I �q �' �, � (GARPET) (GARPET) I O. BAT` 01 I I - N ' 1 8 HC,4CC. 1 11 13'-5" 14'-4" 2 10 2 -6 3 -all u 3 - 3 11 m 'th® I 2-0 5F. I m I 4-6H I c� Ns KITCHEN VAULTED CLG. S 1 W.I.C./ I 5 I II I II NI '-2" 2'-Cl" 5'-9" 1 � 1 V-0" CLG. I = I OFT. OFT. I CGARPET) I -1 3-I 4-0 1 '�, ] 11/ 2 we 1 W. I I D. I= F-----I BATH L-- � L-- -J 0 I N w OFT. x= o I ISLAND I a'-0. LAv. I; N z L----J _ IR-ISH 0 5'_�I tXl 81_511 I(X ® _ --- 1R-19H _ m RA GE r- N '� DROP CLG. ,� LAUN. I oP"I� I m w L- — — — — — _ REF._ _ - �. 0 0 6 MT. GOND � :3 MT. 3'-a" 51_9'1 51-�0" g1_511 z DINING ROOM I �, ci VAULTED CLG. (CARPET) 1 _ OPT. 2-5 DOOR W/ GARAGE '- RAILING) LIVING ROOM FOYER VAULTED CLG. i (CARPET) �4 I ItiEMP. MT__ LINE OF 2ND. FOR. AUOVE - - - - - - - - - — — — — — — — — — lW/12" 51DELITE _ W/3(oHALF 16I0II X 1_ mIIO.N. RND Ai3OVE ELEV, A -- (ELEV.-A) ..::: W/52"X3011 .:::�:----------- ------ (2) 2ro-5H TRANS ASV. W/ARCHED TOP ELEV, B .v (ELEV.-5) (2) 26-SN �� 2 -411 1 -4 / / , 4'-1011 11CJ-011 40'_011 / SG/ 1 ST. FLOOR PLAN CON(. PAD ' m J� MIRROR \X MIRR. Q c0 c0 61 �` r r � (1) O WNERS BATH c!� O1/2 BATH MENEM MENEM MOONS o °i °ei°e'mmmm7 I\ O HALL BATH IH3-SH X O OPT. BATH SQ. FT. CALC. S LIVING (15T.) LIVING (2Np.) TOT. LIVING ENTRY GARAGE 1312 912 2204 32 415 50. 50. 50. 50. S0. FT. FT. FT. FT. FT, I=ATIO 54 60. FT, TOTAL 2185 50. FT. L— — — — — — — — — — — — 2) 3/4" PLYWOOD RIPS CIF NEEDED FOR SOLID NAILING) 12" LVL (3) 2 X 12 SYP STRINGERS 2 X 4 RE - INFORC ING UPPER RUN EA. 2 X 12 STRINGER SERCURE W/12d 6"-V O.C. 3/4" KICK PLATE 11 1/4" TREAD 3/4" T4G GLUED 8 NAILED. SUB FLOOR GLUEDNAILE� LOWER RUN (3) 2 X 12 SYP STRINGERS 2 X 4 RE - INFORC ING EA. 2 X 12 STRINGER SERCURE W/12d 6"-a" O.C. 3/4" T 4G -SUB FLOOR GLUED 4NAILED M (2) 3/4" LYWOOD RIPS (IF NN �LDDED AO IING) - 2 X 4 RE-INFORCING -a EA. 2 X 12 STRINGER SERCURE W/126 6 "-S" O.C. '3) 2 X,12 SYP STRINGERS 2 STAIR". R r�ETAYr. II' -loll 3'-211 II'-10" 3050-SH 3050-SH EGRESS BDRM. 2 EGRESS BDRM. 3 V—m" CLG. = `� 8'-0' CLG. (CARPET) (GARPET) _ I cn 3 11 4'-5" 3'-211 3'-a" 3'-�" 2'-1011 21-211 31-411 �v 4-SH 4-0 5F. y CHAS. 2-6 5F. = 2X6 HALL 3 BATH W._ C.6 s'-ro' cL�. CIA OPT. �I 22 X 36 LAV. LAV. O ATTIC 00 00 R.A.G. 2X6 I_211 `-} �{1-911 1II-o11 II , z II LOFT II OPTIONAL N I I BDRM. 5 cp VAULTED CLG. (CARPET) i i VAULTED CLG. (CARPET) � II � II W.I.C. I ly- �, _ .--I BDRM. #4 IR-ISH VAULTED CLG. IR-ISH - r (CARPET) 1 0' (2) 26-5N W.C I.C. (2) 3050-SH W/ -� W/ARCHED TOP (ELEV.-5) (2) 3o50-5H W/ EGRESS N I 9'-10" 9'-loll C� J I 13'-10° 5'-loll I-1'-CJ11 L- - - - - - - - 2ND. FLOOR PLAN c� o A A v ti 2 w BAKERS CROSSING ILOT #90 I PHASE #2 MODEL: "2289—R" BLOCK 9'4"BRG. 1ST. FLR. 2ND. F'LR. PLAN DATE: 5/09/03 SC AT: I/4' ■ I' -0' SHEET 2 OF MAY 12 2003 r !, .•b, 4 (I I. I t 'I` i ,1 �i 6 s' I �t fl: Y ;5 eI i f I� 1 } RIGHT ELEVATION LEFT ELEVATION 23' -(o" BLDC3. HGT. — 13'-4" dk — — BRCz. B RG. I'-O"4 m'-Ou FIN. FLR. _ 1-1'-4" 011 71 1 1 1 c0 _ --ELIu FIN. FLR. �2ND FLR. F F [_ [_ [_ F_ F F_ F F_ F_ F_ F_ F_ F F F_ I- I- F F_ I - FRONT ELEVATION 7/W TEXTURED FINISH GALV. L-FLA5HING 1/2'xe' A.B. 32' O.G. 2X6 LEDGER W/ (2) L550 2X4 LEDGER B 6Tlll/ (2) L5't0 A5PHALT 5HINGLE5 ON 00 FELT 12 ON/1' 0EATING 61— ON COVT. FRAI" iE TRUSS PRE-ENGINNERED TFdJS6 2X4 LEDGER W 1/2'x5' AB. 32' O.C. 5ET IN W/ SIMPSON HIGH STRENGTH EXPDXY W MIN EMDEP• 12 1-1'-4" k3RC�. l�ou 140� (TEXTUREF-) FINISH 9'-4" FIN. FLR. 2ND FLR. — — — — — — BRCz. 23'-4" 1 I C 1 _ T�XtUR�D c0 FINISH I OPT. - 1 DOOR 1 O'-Ou— FIN. FLR. L REAR ELEVATION 0'-o" FIN. FLR. PRE-ENG'D M fie'-m' 6RG. W LINTEL BLOCK W/ (U 5 CONT. OS.G.D. ® GABLE N.T.S. 1-1'-4" BRCx. Ah 0'-0u FIN. FLR. MAY 1 Z 1003 v 1 Q y w BAKERS CROSSING LOT #90 PHASE #2 MODEL: "2289— R" BLOCK 9'4"BRG. ELEVATION »B» DATE: 5/09/03 SCAT : 1/4'■1'-0' SHEET 3 B or ci f: .f f S z �I { �V�4 t k, f s `' ,.� 3 tj f z: �f „R ,1 ? f 41, i tl G k BLK. COL. TO 9'-4" CONTINUE W/ 2X4 WALL W/ 1/16 0.5.5. SHEATHING TO BRG. — SECURE TO BLK W/ 1/2 "XS" A.B. NE:ADEF, SPAN CHART 51NG LE 5TOR�1' AFFL I CATION SIZE CLEAR SPAN DBL 2X6, DBL 2X5- DBL 2XIO DBL 2XI2? UP TO 5'-4" 5'-4" TO -i'-O" 1'-0" TO IO"-O" 10'-0" AND OVER TWO 5TOR1' APPLICATION DOWN 5TAIR5 SIZE CLEAR SPAN DBL 2X6> DBL 2X& DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 5"-0" 5'-0" AND OVER 4X4 POST=(2)2X4'5 NAILED WITH 12d 6"-S" O.C. STAGGERED 4X6 PO5T=(3)2X4'5 NAILED WITH 12d 6"-V O.G. STAGGERED HTS-2O TRUSS PLAN * TRUSS HANGERS TO BE SUPPLIED 4ENG'D. 51r TRUSS CO. * FLOOR JOIST TO BLK. 51MFSON META-16 z END 4 EVERT' 32" O.C. ON PARALLEL FLOOR JOIST. T23 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS / 1X6 NAILER z 2X RIDGE } p O� o� 3-12d RAFTER �TO NAILER 1/16" O.S.B. J 1X8 NAILER --/-- OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY M' IETA-16 *CONNECTORS TO BE SIMPSON U.N.O. *TRUSS HANGERS TO BE SUPPLIED 4 ENG'D. BY TRUSS CO. *TRUSS TO BLK META-16 W/ (12) lOdXI -1/2 *TRU55 TO WOOD MTS -12 W/ (14) 10dXI -1/2 DBL. TOP PLATE D 16 " O.C. B. INISH 6 LL KNEE WALL DETAILPENTRY @ HIP DETAIL a O 4 � Q Q v �q oy W w BAKERS CROSSING LOT #90 PHASE #21 MODEL: "228 9— R» BLOCK 9'4"BRG. TRUSS / FRAMING PLAN DATE: 5/09/03 SCAT : 1/4'01'-0' SHEET L-A/BOF 6 �r el h, r� wl � 4 'I u ;i Ei z, �I i YI ELEG. FIXTURES TO BE ONLY W/ OPT. COMP. LOG. SWITCH & LIG T W/ OPT. DOO; I.FA ,] A W I ST. FLR. ELECTRICAL PLAN LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED oHOMEOWNER PRECONSTRUCTION MEETING NOTE: BALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: ►20 AMP DEDICATED LAUNDRY CIRCUIT. 4165&Ft ANEL MAIN LOCATED IN GARAGE AREA. LUG 225 A 200 AM 2' NIPPLE RAINTIGH INSIDE 200 A 200 A MULTI CKT PANEL UNDERGROUND W/150 A MAIN aK METER BASE METER 2/0 ALUM.SER CABLE 7�rLIGHTNING ARRESTOR 2" CONDUIT BY FPG *4 BARE CU TO GROUND i8 FT. GROUNDING RODS S FT. APART ELECTRICAL RISER WATERSIDE SU5DIVISION ONLY NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEG. CODE, LOCAL CODES, AND THE LOCAL POWER GO. LOAD CENTERS WILL BE G.E. OR EQ. METER FIELD VERIFY ?ND. FLR. ELEC'PRICAL PLAN LOC. OF T.V. AND PHI. OUTLETS 4 FAN TO BE VERIFIED tvHOMEOWNER PREGONSTRUGTION MEETING NOTE: •ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT-(NEG 210 -12 ) ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET 1/2 OF OUTLET 110V OUTLET WIRED to WI SWITCH EQUIPED WITH 110V OUTLET GROUND FAULT GFI INTERUPTER (�f nln 220V OUTLET WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH �3 SWITCH 3-WAY OPER. SWITCH 4-WAY OPER. n WALL YMOUNTED LIGH CEILING LIGHT (6) VAPOR PRO '-' VP LIGHT /O-) RECESSED 11 CAN 1 CFM PER VENT FAN 5Q. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. O O O U 2' LIGHT 6TRIP 4' LIGHT STRIP FLOURECENT RAP AROUND LIGHT _ 2'FLouRECENT — 4'FLOURECENT ® PANEL METER SMOKE 5ATT.15ACK-UP W/ HARDWIRE DETECTOR INTER- CONNECTED �( PENDANT L IGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV TELEV15ION JACK CEILING I FANLIGHT G G 13oX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER MAIN /0 ALu. CABLE 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE p TYP. A/C 200 AMP DISC. 200 INSIDE AMP' PANEL 012 COPPER TO MAIN LIGHTS R OUTLETS DISC. 910 COPPER TO WATER HEATER 08 COPPER TO RANGE UNDERGROUND - SERVICE BY POWER Co. 04 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTR CAL= RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEG. COPE, LOCAL CODES, ANp THE LOCAL POWER C0. jiL 1 1/2" V.T.R. OFT. BATH PLU'1IBING RISER 2" V.T.R. J1� 2 I 'V.T.R. I I I KITCHEN SINK W/ AUTO VENT PLUMBING RISER;) MAY 12 2003 V s O � A Q 4 cs pti R BAKERS CROSSING LOT #90 PHASE #21 MODEL: "2289— R" BLOCK 9'4"BRG. ELECTRICAL PLANS DATE: 5/09/03 SCALE: 1/41211-0' SHEET 5 OF 6 14 Y 1/2" X 9" A.B. 32" O.C. "X(O" #10 W.W.M. I'o l' EMBEDMENT MIN. ro" EMBEDMENT 1/2" X 9" N WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3' O.G. 2 ABV. CON(. c� CON(. SLAB 4„ 4„ ? " # - 61 /o X�o 10 W.W.M. 4 2 #5's CONT. (2) CONT. 05 REBARSY�_fk 1' - 0" m w CONIC. SLABA/I ° 0 3✓'s CONT: 4 I a8 �/W THICfGEN EDGE 2-#5'6 ON CHAIRS � GARAGE CURB STOP 1 T''P. WALL SECTION 2 INTERIOR 5EARING WALL INTERIOR 5EARING WALL 2-STOiz�l' '� ELK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS 1.000D FRAI"�E FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 3 IS UPLIFT ON WALL 3 1/2" e HEAD OF GARAGE 3 1/2" HEAD OF GARAGE �f#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS 05 DOWEL BARS (VARIES WITH SLOPE) (V,4RIES WITH SLOF=E) OF DOOR IF NEEDED) � � DIM VARIES � 5/S° � � DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.G. -1 5/8" C B II 6°xro" #10 W.W.M. -7 5/0, CURB II "XG " #10 W.W.M. CURB 6"X6" #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU ONLY IF UPLIFT ON WALLr & MIN � EMBEDMENT II MIN 6" EMBEDMENT"X6" #10 W.W.M. EXTEND 1 I/2° II CHAIRS (MIN. 3" COVER) °x� ° #10 W.W.M. z II 7 w II _ 4" - RECESS /2 m 0 °� m 0 °- GRADE SLIDING DOOR TRACK 2-#5'S ON CHAIRS U (3-5'S W/2-STORY) m 0 0 c� o 0 o SINGLE 2-#5'S ON GNAIRS 1 -4 m SLORE CONC. (3-5'S W/2-STORY) SI� 2'-0" m 1'-0" _ I,_Sl 3 #5'S ON CHAIRS STORY STORY TO FRONT(1/4"-1/2") 2 05'5 ON CHAIRS 1 8 1'-8° 1 1/2" TWO 9 1 /2TWO " INSIDE FTC. At GARAGE STEP-UP STORY STORY INSIDE FTC. AT GARAGE STEP-UP 2_6TORY BEARING WALL GA'RACE SERVICE/i=OOL GARAGE CURB GARAGE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR 1-STORY BEARING WALL DOOR RECESS 8 �A CONC_ SLAB OVER CLEAN,5 REBAR SET IN 2000 QL CO" TRACT TERMITE TREATED r P51 EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4' _q L, (o MIL. VIS, VAPOR - I SLAB/fo" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING GARAGE SLAB �"X6" #10 W.W.M. (I r "X6 " 010 W.W.M. SPACES AT EACH END. __ RAFTER OR TRUSS F-1 =�,i 1�1 \I , ( 11I YNAILING SCHEDULE ALL NOTES IN REFERENCE YO ROOF SHEATHING LAOUT ROOF SHE ROOFDIAPHR4M TO FLORIr-)A BUILDING AND ENDWALL BRACING-,: Q USE' 1/16'0b-5.OR1/2'PLYWITH -8GUN NAILS AT4'oc.AT CjO�E 2001 NTE�tEDIATE SUPPORTS. ALSO SEE E AILNAILS AT 6' oz. AT CURB WALL 8" CON(. DRIVELUM' 0 01 0 _ TYP. RETROFIT FOR ALL FOR GABLE END FRAMING Z ROOF BREATHING TO GABLE END FRAM GARAGE 3 #5's CONT. OMITTED FOUNDATION DOWELS USE ob GUN NAILSEN 4' O.C. BE1'OUNp 1'-g" 3" MIN. COVER lA � EXTERfOftBHEATHING SITE PLAN NOTES USE '1/16' ObE. OR IQ' PLY WITH 'B GUN NAILS AT &' O.G. AT V V m PANEL SIDES AND 'B GUN NAILS 4' O.G. TOP 4 BOTTOM LU PANEL AND "8 GUN NAILS AT G' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE BUILDING LENGTH INTER"•IEPIATE SUPPORTS. ALSO SEE DETAIL. GROWN OF FRONTAGE ROAD OR AS NOTED N PLANS. GARAGE DOOR NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED To BE CONSTRUCTED WITHIN A FLOOD ZONE REQUIRIA FINISH FLE R. LEVATION 11 OPENING 2-STORY FOOTING A NAIL LNG REQUIREMENT5E FASTENER FROM ANY uFAGTURER Av. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATIN 1 -- OF FINISH FLOOR SLAES WITH SfGNFp ANO AFAI I=n HIIR,/FY SIZE HEAD LENGH'T DIA. TENSIL STR 3) LOT DRAINAGE SHALL CNFORM TO ALL LOCAL COpEB, 0kGULATINS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 5WALE6 OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 8d ROUNDMODIFIED OR T 1 l/8, .113 I1O,000 loci2 1/V .128 1 110,000 POURED LENTIL 0 ' CONT. (T1'P) 'a < 2X WALL FRAMING (3) 1/2 "XS" ANCHOR BOLTS 8II CMU FILLED o''-' or (3) 1/2"XB" J-BOLTS MIN. 6" EMBEDMENT DELL (T1�R") ' W/ 2 "X2 "X1/S WASHER AND FRAME WA TO NUT SPACED EVENLY FROM EXT.R E WALL BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET ,4 IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IPN SOLID POUR ACCEPTABLE RRETROFIT) II II �) II II TO BE II II II OUTSIDE BAR REBAR II II II CONTINUOUS = T = _ _ - - _ - 25" MIN. LAP T1'P. RE LAP CORNERS cn w -1 L L Z W Z @ '�1� U # V GUN NAILS ' O.C. # 8d GUN NAILS TOR 4 BOTTOM EDGES II O.C. I N FIELD �� lU (n Q _j Q J - I U LL Z Z 0 z _ Z r ` V @ (Q O # C,�j �" j�I - T�R- EXTERIOR SHEA I k II `"G ATTACHMENT FOR ROOF SHEATHING @ NOTE.: C /� -� M M WHEN WHEN GLUED I O ROOF I IEI IB�R NOTE: NAILS TO BE MFG. BY MEMBER OF TNT. STAPLENAIL 4 TOOL ASSOCIATION GENERAL NOTES I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: I. BUILDING CODE REQURRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 4. WIND IMPORTANCE FACTOR (1) 5.WIND EXPOSURE 'B' 6. INTERNAL PRESSURE CO -EFFICIENT 415 THRU -18 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 P61 FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. B_ ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 I IN 25 DAYS 4. DE6IGN LOADS A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF �I Hrvvac.yrllvcs, I(•C(CIUA I IOn, F3EFd'IING, ETC. SHALL CONFORM TO LOCAL CODES, REGULATING AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER 6) SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS 70 BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. PLUMBING NOTES I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2) WATER LINE8 SHALL BE CPVC. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 50 SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. 6) NOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVkT1TER 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4� WATTS PER SQUARE FOOT of TANK SURFACE AREA 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. GROUTED z BOND BEAM - 2 -#5 S REBAR 0 1 STORY II _ 811 EDGES 4 10"-12" IN FE I L D 5. LUMBER 02 5) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED CONTRACTOR A. ALL STRUCTUAL LUMBER SHALL BE SYP. ALL STUDS SHALL BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY BY POOL AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TIE TO HORZ. BARS 1U 3-#5's REBAR ,&) 2 STORY SHALL BE PRESSURE TREATED) PLUM5IW;sACT O COPIES OF 'AS -BUILT' SHALL PROVIDOCATIONSE 5" MIN. EMBEDMENT '' O �/ �j -� /� �,I T I f=. EXTERIOR 5HE:ATH ING ATTACHMENT TACHI IE.NT RUSSES 6A Pam -ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS PLAO NER 10) ALL CLEANOUTB FLUSH WITH GRADE. U FOR SHEAR AND URL f FT FLORIDA BUILDING CODE 2001 HORZ. REINFORCING VERT. RE INF G -� (O.S,B. TO BE STRUCTURAL GRADE) TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) No VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES. . r " NOOK IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH WIND ®3 SEC, GUST. of NTEANouTS SHALL cONFor�1 TO FLORIDA 12) SIRE AND LOCATION ODECURRENT PLUMBING CODE CURRENT EDITION. CELL ARE NOT REQUIRED EXCEPT AT OPENINGS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 8. ASPHALT SHINGLES 2001. ' Oad GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 A RAC � � � f N� O �� ION cn � 12 " O C I N FIELD B. SHINGLE STANDARD ASTM D-225, UNDERLAYhfENT TO BE ASTM 0-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. F O U N E)ATI O N NOTES ls) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE � CI--E,'d'NOUT REC't'D � 1. FOUNDATION DESIGN BASED ON 2fdmm P•SF• MIN. A!_LOWAPLE PEARINC•s BLOCK NOTES ° • '' v '' '° FOR; GROUT L IF "j! ' Q � PRESSURE. 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR 60LID UNIT ACCORDANCE WITH ASTM MASONANETIAREA 5 FT. UNLESS �' POURED LENTIL 2. ALL CONCRETE WORIG SHALL BE IN ACCORDANCE WITH ACI 301 AND C130 AND C145 I SHALL HAVE A COMMFRES51VE 5 RENGHT OF ISOO PSN HORZ. REINFORCING Z QC FOOTING DWL IS ; O • ' GONT. (TYP) Z U SHOP DRAWINGS WITH ACf 315. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CON(. POUR MCIMORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM c210. " NOOK NOT REQ'D. .,a ' 7 d 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE HORIzONTAL/VERTICAL REINFORCING m SIDES: PRE NDR_ � a, _ AGGREGATE 4. ALL SLABS SHALL MIN. 112' FOLLOWING: AND s. ASTTMA336 ro JFLATEHADED BAR -CAST 2X6 C-GARAGE DOOR BUCK W/ "X8" (� BE 3 THICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERI" IfTED TREATED SOIL. ANDREINFORCEMENT ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHOM AND TIES. (3) 1/2 ANCHOR BOLTS O oe or C3) 1/2 "X8" J -BOLTS # T"rR. FLOOR DECKING 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A ro' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL . ' u EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE PERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN_ 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM ASO. S" CMU FILLED " W/ 2 "X2 "X1/8 WASHER AND E A. SHEET TO B E GLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL: 1 EXTEND E WIDTTHAORF FACE ELLS. HOLLOW M R AR FOR SOLD CELL (TYP.) NUT SPACED EVENLY FROM FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' AT 3' O.C. STARTING FULL SHINTS JOINTS MASONRY MASONRY UNITS SHALL FULL HEAD AND JOINTS. FLOOR TO GARAGE DOOR HDR. E:XF05E:D JOIST AT 8' OFF EACH CORNER BE BED 2. BED AND HEAD JOINTS SHALL BE 3/6' THICK IN JOINTS PRIOR TO FILLING. �. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 ROOF LIVE LOAD: 20 PSF 3 WALLS SHALL BE NG OR STACK BOND caN6TFaUcTIoN. rMASNARY WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN NITS ARE LANRY ID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 1-2X6 PT BLOCK CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. POOR HEADER W/ll) 8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, REINFORCING STEEL, GENERAL: , 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND I. REINFORCING STEEL SHALL BE NO. 5 BARS. (1) 1/2 "XS" ANCHOR BOLTS CORNERS. USE CORNER BARS OR BEND REBAR. LAP A z. WHEN 2 15AR6 ARE IN THE SAME CELL THEY MAY BE BL.'NLI ' u I or (1) I/2 X8 J -BOLTS MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4_ REINFORCING STEEL SHALL BE MINIMUM GRADE. 40 AND I TIFIEp u EMBEDMENT (o 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, Abll, OR A1O6. W/ 2 X2" X1/S WASHER AND NUT FINISH GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE th 16 O A � A ts w BAKERS CROSSING ILOT #90 I PHASE #2 MODEL: "2289- R" BLOCK 9' 4" B RG. DETAILS NOTES DATE: 4/11/03 SCAT: 1/4'sj'-O' SHEET DI OF ql--- MAY 1 2 2003 MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0" TO 51-0. 4'-11 1/2' -I'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT SPUDS 2 AT EACH END OF HEADER 1 3 2X4 SUB -BAND Q HURRICANE STRAPS a CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND (SEE TRUSS PLAN HASEG ROVp ,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM CHASE GROVES,WAVERLEE WOODS 2X6 SUB-BAM FEILD STREAM FOR CONNECTOR) FEILD STREAM LAKE KEHOE,GYPRESS HEAD FIRST O.C.BAPS METAL LATH 2X6 SUB -BAND Q 2X6 SUB -BAND � 4'-0" .C. MAX LAKE KEHOE GYPRESS HEAD LAKE KEHOE CYPRESS HEAD ALOMA WOODS ALOMA WOODS -� --ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24' O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" OSB OR 1/0" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH �'- OVER #15 FELT R-19 INSULATION R-19 INSULATION OR 1/2" PLY. W/ 15# FELT 1/16" OSB. SHEATHING FIBERGLASS SHINGLES -- OR 1PLY. ON #15 FELT OVER IMW I 3/4" t 4 G PLYWOOD 2X4(CONT.) HURRICANE STRAPS 7/16 OSB. SHEATHING TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -�- ROOF TRUSSES Q FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. 2X4 SPF STfFFBACK AT FOR BRA PROPER 2 4 " O.C. 4 NAILED METAL DRIP EDGE 2X4 DOUBLE PLATE CTYPJ LL UPRIGHTS OVER 4'-10" EMBEDDED O (1�'5 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP 1X2 FURR SCRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -I/a" TEXTURED FINISH Ilu 5" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER R-19 INSULATION TEXTURED SEE FLRJELEV FOR DES. WOOD BASE (TYPJ " CMU S -I/S"TEXTURED FINISH ON 3/4" T 4 C� PLYWOOD �/16 O.S.B. SHEATHING PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR I/2" PLY. FINISH ALUM. WINDOW 1/16" 055 SHEATHING OR 1/2" PLY_ SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" 0 FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) 1/2" CLG, BOARD 4 TEXT. TWO SEE FRAME PLANS TO DBL TOP PLATE W/ PRE -CAST SILL _ 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE ITYPJ 2X4 NAILER (CONT.) (115 CONT. OR MSTA-24 24" O.C_ MAX SEE TRRUSS PLAN a" CMU R-4.2 INSULATION FOR I�DR SIZE HETA-16 IX2 FURRING STRIPS BAND DETAIL IX2 P.T. FURRING STRIPS FLR JST TO BLK I ALUM. WINDOW SEE FLRJELEV FOR DES. SILL TEXTURED FINISH 1/4" WOOD BASE 8" LINTEL BLOCK FILLED ° °j I/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYP.) O w - PRE -CAST LINTEL OR 1/2" PLY. BARRIER Q PRE -F,4B TRU55 z Q # ALUM. WINDOW FLOOR SILL LOOR TRUSS/ (__(o1lXro1l 10 W.W.M. SEE FLR./ELEV FOR DES. 1/2" CLG. BOARD 4 TEXT. o OF,EME FIBRCME5k SEE FRAME PLANS FOR JOIST TYPE 5P-4 32" O.C. � STUD 2X4 DBL. TOP PLATE PRE -CAST SILL - CONC. SLAB OVER CLEAN, HETA-16"a 32" O. G. MAX 1/2" CLG. BOARD 4 TEXT . 1/2" DRYWALL COMPACT,TERMITE TREATED O (I)S CONT. z SOIL OVER 6 MIL VIS. VAPOR 8" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS w?w pall 1'-4" 2 #5 CONT. S CMU BARRIER,W/6X6 #10 WWM (FILLED) 2X4 CONT. 5TRE55 al(o O.C. TEXTURED FINISH 1/4" _ o 0 1/2" DRYWALL BLOCKING MID -WALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE SP-4 32" O.C. STUD 1/2"X9" A.P. 32" O.C. co SEE FLR./ELEV FOR DES. LUM. WINDOW (WHEN UPLIFT) 6" EMBEDMENT TYP. WALL SECTION SILL PL< 1 STOR,1' O O 6"X6" #10 W.W.M. PRE -CAST SILL WOOD BASE (TYPJ CONC. SLAB 4 4° z w z w 3 #5's CONT OR FIBER MESH GONG. SLAB 2 #S's CONT. _ RE INFORCEMENT 1' - 4" m } } 11-81a" CMU 6 MfL VIS 1- eT"OPT' OU m VAPOR BARRIER fNT i�lO�' BEARING WALL TEXTURED FINISH 1/4 TYP. WALL SECTION w = NOTE: FOR WALLS W/FLOOR LOAD ONLY ASPHALT SHINGLES OVER = O � C1 �� DO NOT INSTALL CONNECTORS. #15 FELT ON 1/16" O.S.B. 2" X4 BLOCKING < SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 -STORY Z 6 "X6" #10 W.W.M.:'�E_'\2X4 DBL TOP PLATE 4-0 O.C. MAX METAL DRIP EDGE - O OR FIBER MESH 2X4 SUB - BAND — REINFORCE MENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS z � FEILD STREAM FOR PROPER 2X6 SUB -BAND a (SEE TRUSS PLAN) } y LAKE KEHOE,CYPRESS HEAD BRACING N O = O C3) #5 s CONT. ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE U m U 1/2 DRY WALL WRAPPED/ALUM FINISHED FASCIA �24" O.C.CRIPPLE STUDS FIR5T FLOOD BLOCK ENG. GABLE TRUSS R-19 INSULATION -I/16" O.S. 2X4 SPF STIFFBAGK AT SECOND FLOOr' FRAME 2X4 Ito"' O.C. MAX ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) 1/0" TEXTURED FINISH OVER 15# FELT OVER � I/2" CLG. BOARD 4 TEXT. PRE-FAB TRUSS -1/16" O.S.B. SHEATHING 1/2" GLG. BOARD 4 TEXT. TEXTURED FINISH 2X4 PT. 2 X4 NAILER CONT, BT PLATE OR 1/2" PLY. (2) LAYER'S -1/16 � 2X4 DBL. TOP PLATE .., " ON GALV'D. METALL X 9" AB W/ o.S.B.SECURE )=A, LAYER 5P-4 32 O.C. � STUD LATH OVER TYVEK . r•,. MIN. 6 EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 ad,s a"-1'2" O.C. -�.•- HDR. STUD(S)/JACK(S) 1/2" DRYWALL OF #15 FELT ..:R 2" DIA. WASHER 32 O.G. MAX 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 REBAR CONT. MIN. 6" EMBEDMENT I/2" X 9" A.B OAR J-BOLL LSTA 12 .•, r STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT_ STRESS W/2" DIA. AT 32" O. G. a 32" O.GMA)< KING STUD(S) SP-4 BLOCKING MID -WALL •i" '�'' SECURE TRUSS TO 2X6 W/ 12d a 6"-8" CONG.IFILLED LINTEL TOP 4 BOTTOM) 3/4" T4G SUBFLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD GLUED NAILED 4" O. G. a EDGE ' 6" O. C. a IN FEILD ~ I FLR. JST. 51ZE SEE FRAME PLAN 511 GMU �; ��•� TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' R-4.2 INSULATION NAIL PER SCHEDULE 2rd FLR. STUD TO 1/2" CLG. BOARD 4 TEXT. uJOOD 1=R,4M T O PLi<. 1st FLR. STUD 2X4 DBL. TOP PLATE -00 1/2" DRYWALL - - I �- - - - — — — — —I MSTA-3(o 32" O.C. 1/2" DRYWALL 11 1 2X4 WOOD STUDS N I I I I I I 2X4 CONT_ STRESS �1(o" O.C. WOOD BASE I I I I I I BLOCKING MID -WALL 1-14�II II I I I I I I 2X4 PT. PLATE I I I I I NAIL PER SCHEDULE/ 5P-4 32" O.C. a STUD 1/2"X`3" A.B. 32" O.G. O I I I I I BOLT PER FND. PLAN MIN. 6" EMBEDMENTIF � 6"X6" #10 W.W.M. CONC. SLAB ? 2Xa RIDGE } 0 0 o OR FIBER MESH 4" 4" 2X4 COLLAR TIE O O REIINFORCEMENT T,I'�' EXTERIOR OPFNfNG; IN F�,41"IF 3 #5 s CONT. 1 -a - EVERY OTHER RAFTER LL z w z w 2X6 RAFTE oo U m U 2 #5 GO NT. U m TYP. WALL SECTION 2-12d EVERY TRUSS 3-126 RAFTE INTERIOR BEARING WALL 1X6 NAILER 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. O.S.B. 1X8 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS 1� BLK. 1-STORY (GABLE) MINIMUM WALL AMD I4 AD R CONS, FRA11ING DETAIL/VALE STIED R QU• l REMNT5 o � 4 �q of w MAY 9 2 2003 BAKERS CROSSING LOT #90 PHASE #2 MODEL: "2289— R" BLOCK 9' 4" B RG. DETAILS & ]NOTES (DATE: 3 / 12 / 0 3 SCAT : 1/4'0-0' SHEET IDN2 °F 4 1 1 i i } I ;sl 1 k K1 f # 1000 J f=L.11=T S IMPSOM MTS -12 W/-I 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMPSOM MT5-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/1 lmd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL TRUSS FINISH a LANDING 5 BOND BEAM TAP CONS MIN. 2" COVER 2 " APART TFRUSS ANCHCF, IDTAIL = TRCR T S" MIN. LESS THAN 10' REQUIRES 1' NOSING ;DBL 2X12 - FLOOR JOIST - 3/4' PLYWOOD WITH 4 ICoO COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH 5TRIN6ER NOTE: STAIRS RISERS TO CONFORM TO FBG 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. 6' WIDE m NARROW END MIN. 11' WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PTXOP OF 15OX DBL. TOP PLATE 2X4 STUD 1/16' OR 15/32' O.S.E. W -1/8' TEXTURED FINISHED OVER :: GALVINIZED METAL — — — — PP AER BACK LATH SIMf'SON H-5 (MIN-) e 2X4 TO TRUSS PRE. ENG. TRU85 2X4 BTM. PLATE 3/4" PLYWOOD 2X12 TREAD GUT TO FIT ,— 1xa RISER LESS TRAIN 4" TYP.� 11 BETWEEN SIPINDLES - 5P4 OR H-5 TOP PLATE TO STUDS 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' 10'-0" FRAMED CRICKET HANF_ 1/2" C IXI 1' N051NG TYP. d m � r STA I fR SECTION [DETAILS S PRE. ENG. TRUE 1X2 PTTOP OF DBL. TOP PLA" 1/16' OR 15/32' W/T/S' TEXTURE'. FINISHED OVER GALVINIZED ME PAPER SACK 1 CRICKET SIMPSON H-5 (MIN.) e 2X4 TO TRUSS SECTION 2'-5-1/2" FLAN VIEW AEV. 12" 361, MIN. FINISH 5TA11z=,, IJINIDfP, [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/Iro' O.S.B. (2) 2X4 *2 ND SYP DIAGONAIL BRACE W/ 3-12d m EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRU55ES 2X4 BLOCKING FIRST 2 BAYS (2) 0aNAIIN9 EA END TO TRUSS 2X4 5YP 5TIFF15ACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 085 SHEATHING USE ffid NAILS AT 4' o.c- EDGE 4 6" o.c. FIELD 2X6 F'T. PLATE BOLL W/ I/2'X9 A B. COMMONM (W/ 2' DIA. WASHERS) 6 32' O.G. MAX. 1/2' CLG. BOARD TRU55 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d m EA. TRUSS R-19 MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'- 0" (1) 'X' 5RAGE 30'-1" TO 60'-O' (3) 'X' 5RAGE (1 'X' 5RAGE e CENTER) (2 'X' 5RAGE DIVIDED EQUALY FROM CENTER TO END) G�,45LE ENS C 055 5SACINGP 1= 5T0 NT` ME, F SECURE TO 2X4 ELK W/2-12dRE T BLK W/ META-16 __ �2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12do '-"PER ENG'D TRUSS 24' O.C. MAX 1'f112'- 2'-O" EXTEN5ION e OFT 5Ef;PVICF= DF-,. N.T.S. METAL LATH OR TEXTURED I/16" 065 OR- 1/2' PLYWOOD FINISH 1/2" PLYWOOD W/ 15# FELT W/ 15 FELT 2X6 (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. HETA-1� JOINT OVERLAP CAULK SIMPSON CMU'S HETA-fro CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY (2) 2X4 #2 ND 5YP DIAGONAIL BRACE — TO CO2GI o EA TRUSS DIAGONAIL BRACE 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10" l/lro' 055 SHEATHING USE ad NAILS AT 4' O.c. EDGE 4 (o' c.c. FIELD 2X4 W/ 3/8" X 5 LAG OR SIMPSON HTC-4 6 32' O.C. MAX. SHEATHING NAILING TO BE 6"-W OZ. IN FIELD 4' O.C.BALL EDGES W/Sd NAILS FIRST FLOOR BLOCK SECOND FLOOR FRAMING » 15 FELT ON 1/16' 0.5.5. 1/2' CLGs. BOARD �-TRUS$-24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ l2) 12d , EA. TRUSS R-19 MIN. TO DIAGONAL ADJACENT DBL TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 RTM. PLATE 05-FLOOR 4AILED HETA-16' FLR J5T TO BLK \---FLR TRUSS 1-"5 REBAR CONT. 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRACE (I 'X' 51;RAC1= -w CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) C:;,45L E ENID CFO5S 5f P-,,4C f N 2 - STOFP,�� O A A p� w R 14 BAKERS CROSSING ILOT #90 PHASE #21 MAY 1 2 2003 MODEL: "2289— R" BLOCK 9' 4" BRG. DETAILS & SECTIONS DATE: 3/12/03 SCALE: 1/4121'-0' SHEET � 3 OP' 4 ,7 ;ql f� I 1 f I:. I 4 I t 1; 1 ,h 4 I I sl is I �C �i qqi• 4t �, f I ti I i i •r 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4. MIN EMBEDMENT 1 1/49 SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16" TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK 5IZE.145 2 X 6 (MIN 2 X 3) SHAH TAPCON MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4'J MIN HEAD SIZE .300 15' O.C. MAX. SPACING. 8' FROM EACH END AND 15' MIN EMBEDMENT 1 1/49 2 X 6: PRECAST HEADER(MIN) 8' FROM EACH END AND 18' SECURE TO BLOCK O.C. MAX. MIN 1-1/4' EMBEDMENT —2 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON EXISTG BLK ABV. O.C. MAX. MIN 1-I/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE IN 2 X 8 (MIN 2 X 3) 2-3/16 PIN (MIN SHANK S1ZE.145 16' HIEGHT. MIN HEAD SIZE .300 MIN EMBEDMENT 11/4'J I/4' TEXTURED FINISH MIN HEAD Sf.300 2 25[ TAPCON OR DRIVE PIN (MIN SHANK SIZE.145, THAN OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 /8' TEXTURED FINISH WITHIN 8' OF EACH END 4 MIN EMBEDMENT 11/4') MIN EMBEDMENT 1 1/4'J l/16' OSB SHEATHING 8' FROM EACH END AND 18' IS" O.G. MAX. SPACING. O.G. MAX. MIN 1-1/4" EMBEDMENT 8' FROM EACH END AND 18' X 4 16" O.C. MAX.(WHEN OVER 16' IN HIEGHT.) O.C. MAX. MIN 1-1/4" EMBEDMENT X 4 (WHEN OVER le?" IN HIEGHT.) 2 X 8: 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X SOLID BLK'G Q ARCH SECURE TO BLOCK OR DRIVE PIN (MIN SHANK SIZE.145 '1/16' 05B SHEATHING 1/4' TEMPERED MA50NITE SECURE W/2-12d EACH ENp W/2-3/16' TAPCONS OR DRIVE 8' GMU ~ 1/2' DRYWALL MIN HEAD SIZE 300 GLUE 4 NAIL W/8d'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPEC'5. PIN (MIN SHANK 51ZE_145 MIN EMBEDMENT 1 1/4') 1"X4" OR 1'X2' P.T. NAILER 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING 8' FROM EACH END AND IV MIN EMBEDMENT 1 1/4') O.C. MAX. MIN 1-1/4' EMBEpMENT GMU WALL WITHIN 8' OF EACH END 4 NOTE: *NOTE: NO GAP a WDW FRAME 15' O.G. MAX. SPACING. SHIM AS NEEDED TO EXCEED 1/4' DOORJAMB TO PLUMB JAMB 14 ATTACH TO 2 X DO NOT EXECED 1/4". � PER MANUFACTOR'SDETAILS. A�CPlJA� �TA`L j`II AND �M��AF�GPUJA"r DETAL CUTAWA"'��C tDOOIR JA1�5 TO E3LOC< 1=1/2II � 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 DBL. TOP PLATE 8' FROM EACH END AND 18" 1/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEpMENT MORE THAN SECURE 2 X RIP TO FIT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16" HIEGHT. W/2-12dS 6'-8" O.C. MAX. l/16' 055 SHEATHING IX4 P.T. OR 5/4' X 4' MIN. OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) SECURE THUR FRAME AND EXTEND 1-1/4' INTO BLOCK MIN HEAP SIZE 300 2 X 4 (WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCON5 OR DRIVE MIN EMBEDMENT 1 1/4') PIN (MIN SHANK SIZE_145 8' FROM EACH END AND IS' 2 X SOLID BLK'G ARCH MIN HEAP SIZE 300 -IO.C. MAX. MIN 1-1/4' EMBEDMENT SECURE Wt,2-12d EACH END --1/2' PRYWALL /I6' OSB SHEATHINGMIN EMBEDMENT 1 1/4") g" CM - I'X4' OR I'X2' P.T. NAILER 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.G. MAX.(WHEN OVER 16" IN HIEGHT.) ATTACHMIENT PER MANUFACTOR'S SPECS. REFER TO MANUFACTURING MTL WDW FRAME DETAILS FOR SPACING. DRIVE PIN (MIN SHANK SIZE.145 POOR CASING rOf� 2X4 BLOCKS NOTE: NO GAP is WPW FRAME MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') �— CMU WALL NOTE: TO EXCEED 1/4" SHIM NEEDED 8' FROM EACH END AND 18" _ - DOOR JAMB TO PLUMB JAMB f__4 W_�I II � O.C. MAX. MIN 1-1/4" EMBEDMENT - A 1�C T /4� DETAIL C U T A W DO NOT EXECED 1/4'.�J DETAIL 1611 AND UP D00 J1 MAME3 TO E5LOC< 9/y��J /4 OR 5/4. a. DBL. TOP PLATE 8 PBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 Ill O.C. MAX. 2X4 16' O.C. MAX_ SECURE 2X4 TO WOOD W/2-12d 6'-8' O.C. STAGGERED SECURE 2X4 JillTO WOOD W/2 -12 d 9 BT. PLATE BT. PLATE 6'-S" O.C. STAGGERED SECURE 2X4 W/2-3/16' TAll OR DRIVE IPIN (MIN SHANK 51ZE.145 I I J MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16" TAPCONS ,4RCHU4�T' MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OP EACH ENp NOT TO MIN HEAD SIZE 300 EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN 8" OF EACH ENp NOT TO MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD EXCEED IS' O.CMAX. OR -1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD /� I I I MIN. 2-12d PER BLK EA. END OR 7/16' O.S.B. EXTEE ?4I I I I I I f �I XT fRI0fR AfRCHUUA"r. ` MAY 9 2 2003 i o � r its BAKERS BAKERS CROSSING LOT #90 PHASE #2- MODEL* "2289—R" BLOCK 9'4"BRG. DETAILS NOTES DATE: 3/12/03 SCAT : 191■1'-O' SHEET D4DF 4 CpNv 0 NS A //V C,q ivc t?k lb R Jik� G Z) P/?o A/o 41 141?- �%�o l ,v-A P/1- A 1pv()�. "fires CO,, 1c), q r 01- 00 Al OP O&t ' .41 r� 0 f?oc S�YA M41, q,!3 7' ro p HF 1� 0 13 't - eyo -,Yf- 1,1/r VjQ�A viot ON, -S Op QV 7- /Vo rty - 'op P�,JA uOp IA1 NP SIY4 l3ljl� co- CC) 01/VQ tyc"t w