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Home My WebLink About229 Clydesdale Cir 04-915 New SFHA U PERMIT ADDRESS SUBDIVISION CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS D. R Horton _ 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # a DATE ' ®� •� PERMIT DESCRIPTION FE PERMIT VALUATION 16 SQUARE FOOTAGE 04- 0 ty H w s rn 0 co Cv z, o w t. t, �r. d p £. { ;M 0 } a, 14 E y 3' Y i t} ,t k fi f EJ7 A 8 GN U-1 420# A 7 \A6 \A5 z F \A4 \A3 A2 A e Q 4 w Al PpG WAS AIC 1. B2 /V&U PaCA i t ..12' .6. a6 - �?-8 f A'P'fICIV'I'ION! 1 A SPREADER BAR IS RECOMMENDED WHEN INSTALLING TRUSSES, ALL INTERIOR BEARING WALLS SHOULD BE IN PLACE PRIOR 'I'O INSTALLING TRUSSES. ALL PERMANENT BRACING SHOULD BE IN PLACE PRIOR TO LOADING TRUSSES. (i.e. SHEATHING, SHINGLES, ETC.) 3XIO NAIL PEAT CoMcflON (5ff LNG, WK) CJ5 CA U CJl U U 16 2' —0" 1WICAI, 7' 5 TACK C0I?NFF,5Ff �ADIN6 ANn 5PACIN6 w 10 12 1' ump Alternate loading notes WIND SPD/TYPE= 120/ ENCLOSED OR. BLDG EXPOSURE= B USAGE= RESIDENTIAL CAT II Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed, minimum. Residential construction Enclosed building Do meet the wind loading requirements of the Florida Building Code as follows: Up to 120 mph 3-second gust wind speed Enclosed buildings (landward of the wind-borne debris region) a Exposure B DUE TO DEFLECTION DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG, PACK) V A General Notes 1, Al l paral l el chord trusses, fl at trusses and f(at gi rders have the top chord part! al l y pai rated green to be install ed green si de up, 2. Al l hangers to be si mpson HUS26 unl ess otherw! se noted. 3. Al l -truss spat! ng 24' ❑, C;, un( ess otherwise noted. 4, Per Truss Pl ate ! nsti tute HI B-91 recommendation permanent X-bracing shout d be pl aced at a maxi mum spaci ng 1 5' ❑. C, across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure. Please refer to HI B-91 for any add! t! onat braci ng detal l s, ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 PSF WIND SPD. = MPH UPLIFTS BASED ON = 10 PSF FLOOR LOADING SCHEDULE TCLL = PSF TCDL = PSF BCDL = PSF VOTAL = PSF SPAN/UPLIFT "A" =<720 =< I)B" =< 400 =< "C" =< 490 =< WALL KEY a 1 -011 12' -8" KWW&I t t t t t WAKWA/Z/A B' -011 & 12' -611 LOAD{ DESCRIPTION ]NIT. DATE RB01 REV. BI,B2 TRUSSES LMG 1/15/01 RCO1 REVISED A1C TRUSS MCw 3/12/01 RC01 REVISED FOR FBC BjW 3/26/02 CARPENTER CON�I':FZAC�I'ORS OF AMERICA 3900 AVENUE G, N. W, WINTER HAVEN FL❑RI DA 33880 PH❑NE+ (80 0) 959-880 6 FAX: (941) 294-2488 BUILDER: DR ORTON PROJECT: 13ael-'3 �/(U 3 1732 D,F' CCA PROJ/MODEL: 5H4 1732D,F ALT: OTC: LOT: G� BLOCK: DESIGNER PAGE LG DATE: 10 J9 LAN# SC LE L 30297 1�4 !N Ly z r, ti 14 3 Ll DESIGIN CRITERIA. • FLORIDA BUILDING CODE (FBC) 2001 . • OCCUPANCY — RE,SIDENTIAL - GROUP R • CONSTRUCTION TYPE - V1 • 1-STORY RESIDENCE: BLDG HGT 1 J' -8" SPECIFIC PARAMETERS FROM FBIC 2001 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 ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONIFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLO)RIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION„ INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PEE FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS @ SLEEPING AREA_30PSF-L-IVE 10PSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 10PSF DEAD DECKS-40PSF LIVE 10PSF DEAID STAIRS-40PSF LIVE 10PSF DEAID - ROOFS-20PSF LIVE 17PSF DEAID C. BASIC WIND SPEED MPH (M/S) 120 D. INTERNAL PRESSURE CO-EFFIC;ENT=+ .18 E. BUILDING CATEGORY=B, USE IDMPORTANCE FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHAILL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER SPF.(ALL LUMBER EXP(OSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE; TREATED) 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 ISEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MIANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATIONVDOW]EL PLAN PG 1A LINTEL SCH DULE, PG 1 B WIND LOAD CALCULATION PG 2 FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION T" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 5 ELECTRICAL PLAN PG 5A OPT. COVERED PORCH PG D1—FND DETAILS/GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC. DETAILS PG D4—MISC. DETAILS .6-1 � r Fv. 4 www. drhorton. com CBC055300 PERNITN,91,5� 6250 Hazeltine Natic>nal Drive Orlando, FL. 32822 Tel: (407) 857-9101 Pax (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 ARCHITECT JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0 fllc'L�Elo NOV 12 206 BAKERS CROSSING LOT#64 PHASE#2 MODEL: 99 1 7 3 2 99 1 COVER PAGE DATE: 11 /11 /0 3 SCAT : V4881'-08 SHEET Cl or 5 `k.. i >L az a # a 4 C} , j? 8 iI x i aF -------------------- 40' - 0" \ 28'-2" 8'-2" 21I-Q11 =�,I 31=31I 5A J I • - - - - - - - - - - - - I I _ Imo'-1" 2' 14' T— _3 1/2" o 3 I n CONIC. p 1 1 LAV. LAV. /`\ = 10 EXT%END D1 I , i p1 SLAB 1 1/2N.B. 06 ------ I ----------� — I— --------- IoPT.I ' o L-------------� I I I � - I I \I REF. II ► i ►�WC'� i�`u ■ OPT. POOL BATH �I I■ O = ---�j) 0 I?r II 2xo �— ----- -- - i Ira II WALL I m I L1 J I D1 II I G I 0'-0" ELEV. — FIN. CONC. SLAB spy °0° r — -) IRANCaEI ■ I II ° ; 1,.- --� I I ■ LAV. OPT. \I m I 3 1/2" CONC. REINFORCED LAV. UJ/6"X6 " #10/10 WIUM OR ^I FI5ERGL,455 REINF. ON (o-MIL. r III VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, I (RECRUIT 11 SYSTEM) /— I I. I TUB �----- —-------- ---------------- ■ I I I _I I' 20'-11" - OPT. W. i L--J 5 EXTEND — — -� D1 _)LAB 1 1/2 I OPT. I 0'-0" ELEV. D. I Wk. IN FIN. CONC. SLAB - ' SAFETY PAN^ - -� r A/C I ■ N� -3 1/2" n: I _ m SLAB \`i �..----_—�--" �-4" P.V.G. 51-0 It L-- I 14' - 4" GNASE " I I 11-MITEL LAYOUT N.T.S. 5 I ,---- - - - - - - - - - - - - - - - - - - - - - - - - ■ I a D1 1 ( I U I Dl DI I ■ n > I N ■ ( o' — p Nz p ELEV. D4F w0-p BRCS. FTR U Qw I ci 0'-0" ELEV. r XIZ 2 FIN. CONIC. SLAB woo = DI EXTEND ■ I `� SLAB 1 1/2" all CURB u —I — ■ WALL ■ 1 11 I 4 1/2H." D1 I D1 � NI B I L I I 3 1/2 - 3 1/2" CONC. SLAB F OUNDATION PLAA ° ■ I I I I -------- / �NJ eHWR j� \\ I I lwc. I --- — -I��-� -------------------------- 4'-1' 2" i 9� �9 U2X(o F 2X I = I 1 ELEV. E DOWEL LAYOUT I I I Aj WAL LI II L j I — — X- u o o o 0- ;� I fRANGEI I I LAV. OPT. U LAV. = I � I I r I I l TUB -- — — — — — — — — I OPTIONAL MSTR. CLOSET HURRICANE RESISTANT BAKERS CROSSING LOT#64 PHASE#2 MODEL: 99173 L" FOUNDATION/ DOWEL PLAN DATE: 11 / 11 /0 3 SCAT : V41011-01 SHEET 1 OF 5 I 4 1i d • NOV 1 2 260 BAKER7 S CROSSING LOT# 6 4 PHASE#2 MODEL: 99 1 7 3 L 99 LINTEL SCHEDULE DATE: 11/11/03 SCALE: V41a11-01 SHEET IAOF 5 i VF X WIND l e 161-0II X 1'-01 O.H. O O 3068 DR G C= (2)25-SH W/ W/SIDE LITE ARCH TOP 45V. O2 C=48"xl0"xl4" 1� D= 35-SH W/ 54"X20"X28" TRANS. A5V. O D = 48"X48"X54" E = TRANS. A5V. 35 - SH W/ TRANS. A5V. 18 541'x10"x16" E = 4811x3O"x36 " GTRANS. A5V. 1g F= TRANS. A13V. (2)25-SH W/ 63"X38" 1/2 RND. 45V. O F= 48"x26 "x5l" TRANS. A5V. ul I ire]) "k-1 -01) C ALC ULATIO NS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE M MPH WND 120 MPH WIND 1 28 3068 DR W/SIDE LITE 4 20.5/ -22.3 24.3/ -26.5 2 5 48"xl0"xl411 TRANS. A5V. 4 21.8/ -29.1 ELEV "C" 25.9/ -34.1 3 19 48"X48"X54" TRANS. A5V. 20.9/ -21 " " ELEV D 24.8/ -32.46 4 12 48"x3O'x3611 TRANS. A5V. 4 21.6/ -28.-1 ELEV "E" 25.1/ -34.2 5 18 45"x26"x51" TRANS. A5V. 4 21/ -26.6 ELEV "F" 24.8/ -32.9 6 112 GARAGE 16'0" X 110" 5 18.3/ -22.4 21.8/ -26.1 7 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 8 1-1 25-SH 4 21.1/ -22.9 25.1/ 9 11 25-5H 5 21.1 / -20.0 25.0/ -33.1 10 11 25-SH 4 21.1/ -22.9 25.1/ -21.3 11 1 21.1/ -22.9 25.1/ 12 53 8068 SCUD 4 19.4/ -24.4 23.1/ -29.2 13 10 23-5H 4 21.8/-23.6 14 24 35-5H 4 20.9/-22.4 24.5/-26.l 15 24 35-SN 4 20.9/-22.4 24.5/-26.1 16 30 (2) 25-5H W/ ARCH TOP 4 20.4/ -22.2 ELEV "C" 24.2/ -26.4 11 33 35-15H W/ 54"X20"X25" TRANS. ASV. 4 20.2/ -22 ELEV "D" 24/ -26.2 18 28 35-SH W/ 54"XIO"X16" TRANS. A5V. 4 20.5/ -22.3 ELEV "E" 24.3/ -26.5 19 41 (2)25-SH W/ 63"X38" 1/2 RND. A5V. 4 19.6/ -21.4 ELEV "F11 23.4/ -25.6 BAKERS CROSSIN( MODEL: 99 1 7 3 L99 WIND LO AD CALCULATIONS r.ATE..: 11/11/03 SCALE: W -1'-0' SHEET l B or 5 O OPT. ARCH OPENING (o" PRE -CAST WALL H-- — --- — PRE -CAST WALL � OPT. CLOSET I 2'-4" cv l i (o" PR:E-CAST WALL — D= 35-51-1 W/ 54"X20"X28" TRANS. A5V. NO LINTEL REQUIERD E= 35-SH W/ 54'x10"xIG " TRANS. ABV. FOYER �6 N (TILE) m ELEV. D,F I VAULTED CLG. — — p 0� ca ELEV. D,r- ONLY ca w ENTRY W Nr 48"x2�"x51„ (2) 25-SH W/ TRANS. ABV. 60"X38" 1/2 RND. ABV NO LINTEL REQUIRED 10'-2" 3'-8ll ELEV. 91199 l:z._rn nt;p lillin" / (TILE) VAULTED CLG. Q (j) ELEV. DF ONLY m> ENTRYcO 111 l2)25-6H W/ = 48"x10"x14" ARCH TOPS ABV. TRANS. ABV. m 10'-2" 5'-4" 13'-10" 19'-2" J ------------------------------� ELEV ® 99 C93 SQ.FT. CALCo'S LIVING GARAGE ENTR'r PATIO 1132 45ro 22 54 SQ. SQ. SQ. ea FT. FT, FT - FT. TOTAL 2264 SQ. F-T. w,. n Arne Nuv 1 L CU BAKERS CROSSING LOT#64 PHASE#2 MODEL: FLOOR P LAN DATE: 11/11/03 SCALE: V41■1'—m' SHEET OF 5 f ' k F4 —REAR_-----ELEVATION 9'-4" BRCS. 0'-0° FIN. FLR. g).)STUCCO BAND DETAIL 0'-0" FIN. FLR.., m LEFT ELEVATION 19'-S" BLDCz.NCzT. CRICKET -� 24" DECO. LOUVER 14'-0° BRC-�. � — — — m I'-f0° TEXTURED FINISH O'-O' FIN. FLR. OFF -RIDGE VENT OFF -RIDGE VENT C_ TEXTURED �0 FINISH III RIGHT ELEVATION 9'-4" BRCS. �0'-0" FIN. FLR. 12 2 B/12 VAULT LINE cfl N 9'-4" BIRCH. 0 10' DECO. SHUTTER ,gym'-m" FIN. FLR. l 9'-4" BRG. I 0'-0' FIN. FLR. F4 —REAR_-----ELEVATION 9'-4" BRCS. 0'-0° FIN. FLR. g).)STUCCO BAND DETAIL 0'-0" FIN. FLR.., m LEFT ELEVATION 19'-S" BLDCz.NCzT. CRICKET -� 24" DECO. LOUVER 14'-0° BRC-�. � — — — m I'-f0° TEXTURED FINISH O'-O' FIN. FLR. OFF -RIDGE VENT OFF -RIDGE VENT C_ TEXTURED �0 FINISH III RIGHT ELEVATION 9'-4" BRCS. �0'-0" FIN. FLR. 12 2 B/12 VAULT LINE cfl N 9'-4" BIRCH. 0 10' DECO. SHUTTER ,gym'-m" FIN. FLR. l 9'-4" BRG. I 0'-0' FIN. FLR. Z-,1 0 .il�ll� g } d � BAKERS CROSSING LOT#64 PHASE#2 MODEL: 1732- I; ELEVATION )) F" DATE: 11 /11 /0 3 S c ALE: Al ■ 1'-0' SHEET 3 F" of 5 Nov 1 2 2003 e 3 V 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-126 EVERY TRUSS / 1X(o NAILER 2X RIDGE 3-126 RAFTER TO NAILER 1/16" O S B J 1X8 MAILER —/— OR 1/2" PLY. 2-12di EVERY TRU55 CONV. FRAMING DETAIL/VALLEY HEADER &FAN CHART SINGLE STORY ,AFFL IC,AT ION 51ZE CLEAR SPAN DBL 2X/o D5L 2X8 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO -ice�''-�0" 1'-011 TO 1011-O" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5' - m" 5'-o" TO r'-4" ro'-4" TO 8"-0" V-0" AND OVER (2) META -Iro DBL 2 X 4 TOP PLATE SP4 SP4 14'-0" BRC-�_Q ENTRY OL DBL. TOP PLATE 1" 1STA-24 MSTA-24 2X4EXT WALL Q ENTRY 61 oL S-4" BRG.HGT.BLK. D 146, o.c. 1/2" X S" A.BOLTS 1/2" X 0" A.B LT5 W/2" WA5HER W/2" WA5HER 3.EA. SIDE TYP. 3.EA. SIDE TYP. MSTA-24 (2) 2 X12 BM M5TA-24 ro'-a" DOOR INISH 2 X 4 PT.OR 2 X 4 PT.OR 2 X 4 W/ VAPOR 2 X 4 W/ VAPOR BARRIER BARRIER 2 X 4 PT 6 3/4" X 2" RECESS S" CMU BLK (6 - TYP.) LL all CMU BL — — 0,-0" FIN.FL.R. WDW/DOOR DETAIL KNEE WALL DETAIL@ENTTRir -In 1/7" 9 HIP DETAIL ir---n--rtr--I� IL, — IL, II II S = II II II II II II II II II II I II II II = A� )FL- LA— — — — — A9 All A13 A15 All A19 A A c A A A tj A -- In A Q 22 "X54" T — — — ATTIC I A — I ACCESS Al Al 00 A2 _ A2 AGI B lU _ _ AG2 --- _-----_- CG TRUSS PLAIN * CONNECTORS TO BE SIMPSON U.N.O. * TRUSS TO SLK META -1(a W/12 -106XI 1/2 * TRUSS TO WOOD MT6-12 W/14-106Xl 1/2 L ) META-16 —111 BAKERS CROSSING LOT#64 PHASE#2 IMODEL: 99 1 7 3 L99 TRUSS PLAN "D & F" DATE: 11/11/03 S C ALE: V4N E I'-0' 81-IEET 4DIF' OF 5 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV OUTLET 1/2 OF OUTLET 110V OUTLET WI WIRED to EE (��I.j7■ SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GF I INTERUPTER ��Jjjjj 220V OUTLET WP EXTERIOR GROUND FAULT I WATERPRO INTERUPTER OUTLET SWITCH �3 SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. n WALL YMOUNTED LIGH CEILING LIGHT i 1 VAPOR PROD `OJVP LIGHT RECESSED \�l CAN I CFM PER VENT. FAN SQ. FT. w VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 00000000 FLOURECENT WRAP AROUND LIGHT 2' FLOURECENT - - - - 4' FLOURECENT ® PANEL METER SMOKE GATT. BACK-UP O W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR. COND. A/G DISCONNECT HTV TELEVISION JACK CEILING SOX REQUIRED TO CEILING BE SUPPORTED FAN/LIGHT IN ACCORDANCEE W/ BOX MARKEG9 AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER METER FIELD VERIFY ELECTRICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED ,@HOMEOWNER PRECONSTRUCTfON MEETING NOTE: ,ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: •20 AMP DEDICATED LAUNDRY CIRCUIT. 5A 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. PATIO Wf . MAIN I UNDERGROUND SERVICE BY /I POWER CO. 1 1/2" 1 1!-) 4/0 ALU. GABLE TYP. A/C 200 AMP DISC. INSIDE PANEL 014 COPPER TO LIGHTS 4 OUTLETS 1*10 COPPER TO WATER HEATER #S COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECT�IC;AL FZSE�' NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APf LICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 1 1/2",N 'PLCIVBING RISER KITCHEN S INK W/ AUTO VENT TO MAIN Nov 1 2 2K� BAKERS CROSSING LOT#64 ?HASH#2 MODEL: 99 17 �3` L99 LI TRICAL LAN DATE: 1, /l, /0 3 SC'iALE: V4NMI ,-01 SHEET OF' I tr 24"X24"XI2" CONC. PAD LU/3-#5 BARS E.W. (ON CHAIRS) MIN. 3" GOVER (2 TrP.) 01-011 FIN. FLR. rA—Wlmro—x NIDATION PLAN REAR ?LEGATION LEFT ELEVATION RIGHT SIM. I( I 0-011 � - 4 ", 131- 4 " 11/1 - 4 " PRECAST ol COV. PORCH 0 (z) FLOOR PLAN 01-011 FIN. FLR- 0 n 6 OPT ® C. TRUSS PLAN C.C.A. *CONNECTORS TO BE SIMPSON U.N.O. *TRUSS HANGERS TO BE SUPPLIED 4 ENGIrD. BY TRUSS CO. sTRU65 TO 5LK META-I(o W1 (12) lOcIXI-112 *TRUSS To WOOD MT8-12 LU/ (14) lOcIXI-112 PORCH cLr 0) LINTEL (D SCHEDULE 10 0 OF16-05AT I DO 4AST-<^lET4f LINTEL SCHEDULE LINTEL LENGTH T'lli-r= COMMENTS No. I L 10 91-4a &F16-05/IT OFT. COV. PORCH L 11 141-8l BF16-05AT OFT. COV. PORCH L 12 91-411 BF16-05AT OPT. COV. POFRC4��:��:j n, ELECTRICAL PLAN BAKERS CROSSIM LOT#64 PHASE#',rc MODEL: 99 1732-L" OPT COVERD OPT -A mmmmmmmm% rDATE: 11/11/03 SC ALE: V4 I EV-0, SHEET 5AOF 5 NOV 1 2 2003 5P-4 16" O.C./EA. STUD 2X4 DBL 2X4 MID -WALL TOP PLATE 2X4 MID -WALL BLKG MfNANCHORBBO TS AT 3' O.C. BLKG b"xro" #10 W.W.M. #5 REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.C. 2" ABV. LONG. z q PSI EPDXY 25" MIN. ABV. 6" EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD � � SLAB/6 MIN. EMBEDMENT ](Oil O.C. MAX. Io" O.C. MAX. `4 "Xro" #10 W.W.M. °x�°10 W.W.M. 2X4 P.T. SP-4 16" O.C./EA. STUD BT 1 LATE 2X4 P.T. BT PLATE 2X4 F.T. 5T PLATE (2) CONT. 05 REBARS °74" ° °° } CON(. SLAB /4(�4„ - CONG. SLAB 1'_S z p CONC. SLABm 1 _4 2-#5'5 ON CHAIRS m 0 2 05's CONT. 1 3 #5's CONT. �- 4 2 #5's CONT. 4-' U TYP. RETROFIT FOR ALL I -0 _ 10 m TYP_ WALL SECTION �A OMITTED FOUNDATION DOWELS WOOD FRAI'1E FOOTING INTERIOR SEARING WALL INTERIOR BEARING WALL INTERIO}�' SEARING WALL/NC UPLIFT ?� BLK. SINGLE STORY 1- STOR,� 2 - STOic'�I' 1- 6TOR,►' 25 3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE �-. - 05 DOWEL BAR(ONE SIDE /"5 DOWEL BARS 05 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES 5/S° DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 7 5/8" C B �� 6 "X(o " #10 W.W.M. ry "XG " #10 W.W.M. CURB (o "Xro " #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN rv" EMBEDMENT � 7 5/8 CURB �� N ONLY IF UPLIFT ON WALL &"X6" #10 W.W.M. r11 MIN �" EMBEDMENT EXTEND 1 1/2 m 6 "X6" #10 W.W.M. 1L_ RECESS /2" o o II 0 - m y 2-#5'5 ON CHAIRS m y R'' (3-5'5 W/2-5TORY) 0 0 _ 2-#5 S ON CHAIRS q" all o o i SINGLE (3-5'S W/2-STORY) _ 4 m 2 #5'5 ON CHAIRS I _g 3 #5'S ON CHAIRS STORY STORY ' TWO THICKEN EDGE GARAGE CURB STOP ?2-STORY IDE FTG. AT GARAGE STEP-UP STORY STORY INSIDE FTG. AT GARAGE STEP-UP (o GARAGE SERVICE/POOL 1-STORY BEARING WALL BEARING WALL DOOR RECESS 8 GARAGE CURB �A GARAGE CURB CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8" CMU Q L, �o MIL. V I S. VAPOR CHAIRS (MIN. 3" COVER) -A TOP CORD BLOCKING AT 4' �„ Z 6"x6" #10 W.W.M. O.C. MAX. IN FIRST 2 FRAMING 411 GARAGE SLAB N SPACES AT EACH END. GRADE SLIDING DOOR TRACK � - ciJ m — RAFTER OR TRUSS ,� �I�! Tr)�nt.�-r� is _ I i� _ _ i� ROOF SHEATHING LAYOUT V ROOF SHEATHINGAll -)I v _ u u I ' ' v ' ' •"' ' 1 ` , ' " ` ' 1 1/2" 9 1/2 GUK'U WALL--- s" \-GONG. DRIVEWAY e GARAGE BEYOUND � � 3 05's CONT. 1 _S„ 3" MIN. COVER AND ENDWALL BRACING `•� FOR GABLE END FRAMING _o z Q 24 X24 EXT. PAD C3 SLAB ,4�T SL. GLASS POOR �>� GARAGE DOOR 1 OPENING 11 �� 2-STORY FOOTING BUILDING LENGTH V #8d GUN NAILS 04" O.C. #06 GUN NAILS II 11 �I TOP 4 BOTTOM EDGES (o O.C. IN FIELD . O o',• POURED LENTIL CONT. (TYP) TO BE II OUTSIDE BARzj d) e #5 REBAR 1 11 K � _� << 2X WALL FRAMING �� 11 CONTINUOUS Q ��- z u . 8" CMU FILLED a (3) 1/2 "XB" ANCHOR BOLTS (3) "X8" = —_— _ _ Z 1U Z z �_ or 1/2 J-BOUTS = _ _ _ _ Z CELL (TYP.) .., MIN. �" EMBEDMENT 0 � �j W/ 2 "X2 "XI/8 WASHER AND O O EXT. FRAME WALL TOC NUT SPACED EVENLY ]FROM 25" MIN. LAP = T''1'P. EXTERIOR SHEATHING BLOCK WALL CONNECTION FLOOR TO 50Np BEAfM. SET TYP AP ATTACH" LENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FALLING. CORNERS @ � NOTE: (SLEEVED ANCHOR IN4 SOLID POUR ACCEPTABLE RETROFIT) 2-*5s REBAR � 1 s-roRY WHEN GLUED TO ROOF I„IEI' IBER BOOR f NOR1"'�A f ON �IN FEIL �-8 � EDGES � lsa -12D 3'-#5's REBAR w 2 STORY T1'P. EXTERIOR SHEATHING ATTACH" LENT POURED LENTIL FOR SHEAR AND UPLIFT o', CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED PRE -CAST NOR. �" SIDES. 2X� GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM w (3) 1/2"X8" ANCHOR 5OLT5 TIE TO HORZ. PARS '' > ° or (3) 1/2"X5" J-BOLTS 8" MIN. EMBEDMENT 6 EMBEDMENT MIN. U 8" GMU FILLED a ;e W/ 2 "X2 "XI/8 WASHER AND HORZ. REINFORCING VERT. REINF. CELL (TYP.) _.- NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. *lob GUN NAILS a KOOK IN GROUTED 12° o.c. IN FIELD CELL IN JOINTS PRIOR TO FILLING. if , 1-2X(o PT BLOCK e CENTER OF DOOR HEADER W/(1) -Lu (1) 1/2 "XO" ANCHOR BOLTS Z 0 GLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS ,d . • ., .'...; • a, - — -ate —�— FOR GROUT LIFT > 5 FT. UNLESS ° EMBEDMENT W/ 2 "X2 "X1/8 WASHER AND NUT - �Q HORZ. REINFOR(CING z V FOOTING DWL 15 (l" HOOK III. NOT REQ'D. T Tf=. FLOOR DECKING C HORIzONTAL/VERTIC~AL REINFORCING O ATTACH„IENT TO FLOOR JOIST EA. SKEET TO 5E GLUED AT ALL EXPOSED JOIST BAKERS CROSSING LOT#64 PHASE#2 MONOLITHIC BLOCK DEVILS NOTES (DATE: 10 /'7 / 0 3 SCALE: Amajl-01 SHEET T) 1 0P' A I 2X4 SUB -BAND HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND (SEE TRU55 PLAN CHASED ROVD �, ,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM CHASE GROVES,WAVERLEE WOODS 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO SAPS METAL LATH LAKE KEHOE,CYPRE55 HEAD / 2Xro SUB -BAND a 2X6 SUB -BAND a 4'-0" O.G. MAX ALOMA WOODS LAKE KEHOE,GYPRE5S HEAD -9—ROOF TRUSSES LAKE KEHOE,GYPRESS HEAD ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA / ALOMA WOODS ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA 24' O.C. WRAPPED/ALUM FINISHED FASCIA OVER *15 FELT OVER -1/16" OSB OR -1/8" TEXTURED ASPHALT OVER 015 FELT R-19 INSULATION R-19 INSULATION METAL DRIP EDGE 7/1ro" OSB SHEATHING 1/2" PLYWOOD FINISH OR 1/2" PLY. W/ 15* FELT -I/16" 055. SHEATHING FIBERGLASS SHINGLES -- OR 1/2" PLY. ON *15 FELT OVER I 3/4" T 4 G PLYWOOD 2X4CCONTJ HURRICANE STRAPS 7/16 055. SHEATHING SEE TRUSS ENG. r - ROOF TRUSSES TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE 1/2" CLGBOARD TEXT. FOR PROPER 2 4 " O.C. 4 NAILED . FOR CONNECTOR) 2X4 &PF STIFFBACK AT BRACING METAL DRIP EDGE 2X4 DOUBLE PLATE CTYPJ LL UPRIGHTS OVER 4'-10" EMBEDDED O (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2' CLG BOARD 4 TEXT. 1/0' TEXTURED FINISH 8" LINTEL BLOCK FILLED ° ° 1/2 DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./SEEN FOR DES. WOOD BASE (TYP.) CMU 5 1/0"TEXTURED FIN15H ON 3/4" T 4 G PLYWOOD 1/16" O.S.B. SHEATHING R-19 INSULATION TEXTURED FINISH PRE -CAST LINTEL OR 1/2 PLY. FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 7/16" 055 SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4' FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. TWO 5TOf PRE -CAST SILL _ 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTG-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER (CONY.) OR M5TA-24 24" O.G. MAX TT�� 8 CMU R-4.2 INSULATION O Cli�'S CONY. FOR NDR SIZEgN HETA-16 1X2 FURRING STRIPS �� BAND DETAIL 1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW 0 SEE FLR./ELEV FOR DES. SILL TEXTURED FINISH I/4° WOOD BASE o o I/2" DRYWALL S LINTEL BLOCK FILLED 1/16" 055 SHEATHING WOOD BASE (TYP.) 0 Q PRE -CAST LINTEL OR 1/2" PLY. UNDER � • d ALUM. WINDOW FELT BARRIER FLOOR JOIST/ PRE -FAB TRUSS 6"Xiv" *10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2 CLG. BOARD 4 TEXT. OR FIBER MESH SEE FRAME PLANS 5P-4 32" O.G. STUD—/ 2X4 DBL. TOP PLATE 0 REINFORCEMENT PRE -CAST SILL — FOR JOIST TYPE 1/2 ° DRYWALL �CONG. SLAB OVER CLEAN, HETA-16 a 32 O. G. MAX 1/2 CLG. BOARD 4 TEXT COMPACT,TERMITE TREATED O (1)5 CONT. I" z w S' CMU &OIL OVER 6 MILVIS. VAPOR g" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS 0 K0 1'-4" 2 *5 CONT. BARRIER,W/6X(o * 10 WWM (FILLED) 2X4 CONT. STRESS z'�I(o O.C. U co U TEXTURED FINISN i/4" — o 0 1/2" DRYWALL BLOCKING MID -WALL WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE "-E ALUM. WINDOW SF-4 32" O.C. STUD 1/2"X9'�ABBED O.G. - z O S. (WHEN UPLIFT) TAP. WALL SECT ION `� � � SEE FLR./SEEN FOR DE SILL . BL�G. 1= SfiOR�I' ° " „ * _ WOOD BASE CTl'PJ CONC. SLAB —� z 6 Xro 10 W.W.M. PRE -CAST SILL 4" 4° Z (X Z 3 #5's CONT OR FIBER MESH CONC. SLAB 2 #5's CONT. RE INFORCEi 1ENT 1' - 4" m y- > y } 1'-8ll s" CMU 6 MIL V15 1- SO'�I' �,_ u m 11, u TEXTURED FIN15H 1/4" ITERIOi;P, BEARING WALL .� T�1'P. WALL SECTION (00NOTE: FOR WALLS W/FLOOR LOAD ONLY ASPHALT SHINGLES OVER O Q DO NOT INSTALL CONNECTORS. *15 FELT ON -i/16" O.S.B. 2 "X4' BLOCKING SHEATHING OR 1/2' PLY FIRST TWO BAYS 2 -STOR`I z W 4'-0" O.C. MAX 6'X6" 0I0 W_W.M.. 2X4 DBL TOP PLATE METAL DRIP EDGE _ I�OR 2X4 5UB-BAND RE J O RE FIBER MESIH INI=ORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z z w 2X6 SUB -BAND - } - LAKE KEHOE,CYPRE55 HEAD BRACING (SEE TRUSS PLAN) , O = 0 ALOMA WOODS � U m U C3) #5's CONY. WRAPPE WOODS FINISHED FASCIA iROOF TRUSSES a DBL. TOP PLATE 1/2' DRY WALL 24' O.C. CRIPPLE STUDS FIRST FLOOR BLOCK ENG. GABLE TRUSS R-19 INSULATION 2X4 SIFF STIFFBACK AT SECOND FLOOR FRAME ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRU55 ENG. FOR SIZE) Vat' TEXTURED FINISH HEADER (SEE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRU55 2X4 PT. -1/16" O.S.B. SHEATHING 1/2' CLG. BOARD 4 TEXT. TEXTURED FIN15H OR 1/2" PLY. 2X4 NAILfsR CONY, ON GALV'D. META BT PLATE/X 9" AB W/ (2) LAYERe -1/16 � 2X4 DBL. TOP PLATE LL r :..., O.S.B.SECURE ESA, LAYER SP-4 32 O.C. � STUD OF #,� OVER TYVEK MIN. 6 EMBEDMENT "�'' 2" DIA. WASHER 2x4 P.T. PLATE W/ NDR. STUDCS)/JACKCS) i/2 DRYWALL ,'"` 32" O.C. MAX ° W/2 Sd s 8" -12 "" O.G. � -1►-- 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B Oil J-BOLT LSTA 12 W/2" DIA. AT 32' O. C. 32' O.C.MAX STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�1(0" O.C. SECURE TRUSS TO 2X6 W/ KING STUD(&) SP-4 BLOCKING MID -WALL t, p;�• ° 16 "-8° TOP 4 BOTTOM) 3/4 T 4G SUBFLOOR 2d CONC. FIILLED LINTEL" PLYWOOD TO TRUSS NAILING BLK. REINF. W11TH (1)*5 ROD CLUED NAILED 4" O. C. v EDGE 6 0. C. IN FEILD FLR. JST. 51ZE SEE FRAME PLAN TEXTURE FINISH 8 CMU IX2 1=.T. FURRING STRIPS SHEATHING OVER 2X4' R-4..2 INSULATION NAIL PER SCHEDULE 2n6 FLR. STUD TO 1/2" CLG. BOARD 4 TEXT. I.000D RAM TO BLK. _ 1st FLR. STUD 2X4 DBL. TOP PLATE 1/2" IDRYWALL = _ _ =I I- _ _ _ — _ _ =I M5TA-3(o 32" O.C. 1/2" DRYWALL I I I I I I 2X4 WOOD STUDS 2X4 CONT. STRESS O.C. WOOD BASE I I I I I I BLOCKENG MID -WALL II II I I I I I I 2X4 PT. PLATE I I I I NAIIL PER SCHEDULE/ - 0 w(� I I I I I BOLT PER FNID. PLAN 5P-4 32" O.C. os STUD 1/2"XE'` A.B 2" ON 0 o Q 6 "xeo" #10 W.W.M. z = W (L 0 0 OR P1BER MESH CONC. C AB 4" 4" T O 2X4 COLLAR TIE �2X8 RIDGE O} 0 REIMFORCEMENT Ti'P EXTERIOR OPENINC3 IN FRAME. i,-8„ m EVERY OTHER RAFTER IL Z u► 4. � 2X6 RAFTS 0) � 0 y> ua �u- } 2 �T `y U ow 2 #5 CONdT. U 1'-4" z TAP. WALL SECTION OR 2-12d EVERY TRUSS 3-126 RAFTS INTERIOR BEARINC� WALL IX6 NAILER 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1X8 NAILER OR 1/2' PLY. 2-12d EVERY TRUSS BLK. I -STORY (CABLE) MfNlr-IU�f WALL AND HEADER CONv. FR,4„11NG� DETAIL/V,4 STUD R CQU 1 M NT5 MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0" TO 8'-0. 4'-II 1/2' -f'-11 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING; END OF HEADER 1 2 3 NUMBER OF FULL LENGxHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS ;ROSSIN( 'HASE#o'g MONOLITHIC BLOCK DETAILS & NOTES DATE: 10/"7/03 SCALE: V4'41-01 SHEET D 2 or F 44 ,r. i =,1.. ut 1.I• t` € 1 t:x , i **"k� v - kx # I000 Uf=L IF:T SIMPSOM MT5-12 WI-1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 Ufi !_ IFT (2)SIMPSOM MT5-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF )_ W/I 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUSS 3 BOND BEAM TAP CONS MIN. 2" COVER 2 " APART TfRU55 ANCHCR DETAL1 R TfRCR T S' MIN. LESS THAN 10' REQUIRES I" NOSING DBL 2X12 FLOOR JOIST 3/4" PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR GROSS 5EGTION DIA_ TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABI L ITY WINDERS- MIN. 6' WIDE -8 NARROW END MIN. 11" WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. ti 3/4" PLYWOOD 2X12 TREAD CUT TO PIT ,— 1X8 'I5ER LESS THAN 4' TYP. BETWEEN SPIINDLES II II II HANZ 1/2" G IX 1' NOSING TYP. � Q c{1 � r FINISH m LANDING STAB S CT f ON [DEETAILS IX2 PT.TOP OF EOX DEL. TOP PLATE SP4 OR H-5 TOP PLATE TO 57U>JJS 2'-0' ASV. 10'-0' LEVEL TO ROOF 2X4 STUD OR 2'-0' ABV. HIGHEST RIDGE UWITHIN 2'-0' -1/16" OR 15/32' 0.5$. W/T/8' TEXTURED N 10'-0" FINISHED OVER GALVINIZED METAL — — — PAPEREACKLATH--------- ---- FRAMED CRICKET SIMPSON H-5 (MIN. 0 2X4 TO TRUSS PRE. ENG. TRUSS C H I t-IN E� [DETAILS SIMPSON H-5 (MIN.) c 2X4 TO TRUSS 2X4 B71"I. PLATE -� SECTION PRE. ENa TRUE IX2 PT.TOP OF ' DBL. TOP PLA' 1/16' OR 15/32' W!1/8' TEXTURE: FINISHED OVER GALVINIZED ME PAPER BACK J. CRICKET 2'-5-1/2' PLAN VIEW y�- 12" z z I � I 36" MIN. FINISH STA i UJ INIDfP., IDTA I L ASPHALT SHINGLES OVER # 15 FELT ON 1/16' O.S.B. — -'` (2) 2X4 02 ND SYP DI,AGONAIL BRACE / W/ 3-12d m EA TRUSS l DIAGONAIL BRACE f/ TO COVER 5-TRUS5E5 FROM TRUSS DEL. PLATES AEV. 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING 5EAM5 (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 05B SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM (W/ 2' DIIA. WASHERS) 6 32' O.G. MAX. 1/2" CLG. BOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12ci e EA. TRUSS R-IS MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SALE END CR055 5RAGINe 1=ST0�►' 2X4 SECURE TO 2X4 ELK W/2-12d SECURE TQ BLK W/ META-I6 �2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12de PER ENG'D TRUSS 24' O.C. MAX 2'-0II EXTENSION & OFT 5ERyICE lDfiR. N.T.S. METAL LATH 1/16" OSB OR1EXPAN51ON TEXTURED 1/16" OSB OR 1/2" PLYWOODFINISH 1/2" PLYWOOD W/ 15ll FELL W/ 151* FELT 2X6 (CONT.) 2X�o (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)SIMPSON 2" MIN. HETA-16 JOINT OVERLAP CAULK SIMPSON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STOR1,- TWO STORY (2) 2X4 "2 ND 5YP DIAGONAIL BRACE— W/ 3-12d g EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS iillk�l�j AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP 5TIFF13ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' OSB SHEATHING USE ad NAILS AT llx 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8" X 5 LAGS OR SIMPSON HTG-4 0 32' O.G. MAX. SHEATHING NAILING TO BE 6"-8' O.C. IN FIELD 4' O.c.GALL EDGES, W/8d NAILS FI`�W'"-i' FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER N 15 FELT ON 7/16" O.S.B. — �_COMMOM 1/2' CLG. BOARD TRUSS 24' o.c. RUEA MINON NAIL ONT. % T USS RS9 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. -2X4 BTM. PLATE sU5-FLOOR VAILED HETA-16' FLR JST TO BLK \\--FLR TRUSS 1-"5 REBAR CONT. lu 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G,4L E ENID CF05S 5FAC INe 2 - 5TOF,:)'�' NOV 1 2 2003 BAKERS CROSSING LOT#64 PHASE#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 10/7/03 SCALE: 1/41011-01 SHEET D3 of 4 e A 14 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 1/4')SECURE CR/16 S' FROM EACH END AND IS' W TAPCON5 3OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 51ZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 51ZE.145 WITHIN 8' OF EACH END 4 8' FROM EACH END AND 10' PRECAST HEAPER(MIN) MIN HEAD SIZE 300 IS' O.C. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 2 X 6: 8' FROM EACH END AND 18" SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 LESS THAN EXISTING 5LK A5V. PIN (MIN SHANK SIZE.145 MIN HEAP SIZE 300 16" HIEGHT. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 1/4' TEXTURED FIN15H MIN HEAD 51ZE 300 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 51ZE.145 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 15" MIN HEAD SIZE 300 EC 7/8' TEXTURED FINISH WITHIN 8' OF EACH END 4 O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/49 1/16' 085 SHEATHING: IS' O.G. MAX. SPACING. 8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 1(o" IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.)2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 �/16' OSB SHEATHING 2 X SOLID BLK'G m ARCH SECURE TO BLOCK ---1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16' TAPCON5 OR DRIVE 8' CMU 1'X4" OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/065 8"-12' O.C. ATTACHMENT PER MANUFACTOR'5 5PEC'S. PIN (MIN SHANK SIZE.145 8 FROM EACH END AND 18' CMU WALL MTL WDW FRAME .3 MIN HEAD SIZE 00 DOOR CASING O.G. MAX. MIN 1- 1/4' EMBEDMENT MIN EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 NOTE: NOTE: NO GAP 1w WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB /� I j� A fRC H UJA� D T A f� 1611 AND U I �l EDfR, TO EXCEED I/4' ATTACH TO 2 X DO NOT EXECED 1/4'. PER MANUFACTOR'S DETAILS. (14 ARCHIJA� [DTAf CUTAUJA� D(O(OR JAr-15 TO 5LOC< W/2II + 2 X 4 (MIN 2 X 3) 1-3/16 TAPCDN OR DRIVE PIN (MIN SHANK 51ZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') l/8' TEXTURED FINISH 8' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT l/16' 05B SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-I/4' EMBEDMENT W/2-12dS 6'-S' O.C. MAX. SECURE THUR FRAME AND 16' HIEGHT.EXTEN 1-1/4' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) Wl 3/ 6'DTA PCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 30 MIN HEAD SIZE 300 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X 60E 2 X SOLID BLK'G � ARCH MIN HEAD SIZE 300 1/2' DRYWALL MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' W/2-12d EACH END MIN EMBEDMENT 1 1/4')' 8' GMU REFER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' 05B SHEATHING `ATTACHMENT PER MANUFACTOR'S SPECS. DETAILS FOR SPACING. - --DOOR CASING 2 X 8 (MIN 2 X 3) TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) IMTL WDW FRAME NOTE: SHANK OR DRIVE PIN (MIN SHANK SIZE.145 *NOTE: NO GAP tv WDW FRAME SHIM AS NEEDED MIN HEAD SIZE 300 2X4 BLOCKS TO EXCEED I/4' DOOR JAMB TO PLUMB JAMB MIN EMBEDMENT 1 1/4') _`- - CMU WALL DO NOT EXECED 1/4'. 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT � G H UJ A � ED T A � � C U T A W A D 0 0E-, JAI"-15 TO 5 L O C< 3/4 01;;� 5/4. A C�1WA� DETAIL 1 e II ANE) Uf= _n NAILING SCHE1DULLE ' ALL NOTES IN REFERENCE ROOF DIAPA( TO FLORI�A BUILDING USEE'IT/16' 05B. OR I/!' FLY WITH '0 Cs{A! NAILS AT 4' O.C. AT _A SUPPORTED PANEL EDGES AND '0 CAN NAILS AT 6' OL. AT INTEF7'IEPIATE SUPPORTS. ALSO SEE DETAIL. - - O C J E 2001 ROOF SHEATHING TO GABLE END FRAME USE 'S GLIN NAILS • 4' O.G. SITE PI_. A N NOTES EXTERIOR SHEATHING -------- - USE 1/16' O.6B. OR 1/2' PLY WITH'S GLN NAILS AT 6' O.G. AT PANEL SIDES AND 'S C4N NAILS 4' O.G. TOP 4 BOTTOM - - : - PANEL AND '8 GiN NAILS AT 6' O.C. AT I) LOWEST SLAB ATLIVINGAREA SHALL BE MINIMUM 16' ABOVE INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE N(,:r Fp, THIS BUILDING 16 NOT INTENDED TO BE = ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION I�IAI!_ RQUIREMI�1TS A5V. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. - _- SIZE HEAD LENGHT DIA. TENSIL STR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODky, RI=GuLAI IONS AND RESTRICTIONS HAVING JURISDICTION. 8d ROUNDI'IOpiFIED I '1/8' .113 1 110,000 OR T 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 6WAL.ES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 I/8' 128 170000 -.- _._.. -..- �. �...nlvy/CllJnrlrvtS, Iry�113rIIV1Y, P>=.F"IIIVt3, F IV. onr�.y.. WIYVry-I IV Hwr� NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER c G E N E RA N OTC S 6) SWIMMING POOL, PECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMBING NOTES - I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 - 3. WIND SPEEDS 110-120 (PERWINP SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) " 4. WIND IMPORTANCE FACTOR (1) A6 APPROVED BY THE BUILDING OFFICIAL. 6. WIND EXPOSURE 'B' DBL. TOP PLATE (o. INTERNAL PRESSURE CD -EFFICIENT +IS tNRU -18 2) WATER LINES BNA,LL BE CP1/C. 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC IDBL. TOP PLATE DBL. TOP PLATE A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH In' AMAFLEX. CONTINUOUS WALL FOOTINGS. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRE681VE STRENGTH OF 2500 2X4 16' O.C. MAX. PSI IN 28 PAYS 6) HOSE 5156 TO BE PROVIDED WITH 5ACKFLOW PREVENTER C. REINFORCING 5AR6 $HALL CONFORM TO A61M A615 A616 OR 611, GRADE 40 1) ELECTRIC WATER HEATER $HALL HAVE A STANDBY LOSS NOT TO 2X4 16" O.G. MAX. 4. DESIGN LOADS A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER IEXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 6 ROOF LIVE LOADS OF 20 P$F &) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5, LUMBER BE SELECTED BY OWNER FROM 5 ALDER'S OFFERINGS. SECURE 2X4 A ALL 6TRUCTUAL LUMEsER SHALL BE '2 SYP. ALL STUDS SHALL BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY 9) ALL POOL PLUMBING AND RELATED EaUIPMENT SHALL TO WOOD W/2-12d to SHALL BE PRESSURE TREATED) BE PROVIDED B7 POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 6'-8' O.C. STAGGERED SECURE 2X4 6 TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' TO WOOD W/2-12d 9 RISER DfAGRAM$ AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH STAGGEREDFLORIpA BWLDING CODE 2001 10) ALL CLEANCUTS FLUSH WITH GRADE. BT, PLATE TRUE$ MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. IU NO VENT STACKS SHALL FIA55 THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 7. GARAGE DOOR RIDGES. SECURE 2X4 U1/2-3/16" TAPCONS A. ENGINEERED FOR 120 MPH WIND *3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUT6 SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK SIZE.145 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE .300 SECURE 2X4 W/2-3/16' TAPCONS ARC�4WAY 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM To FLORIDA BUILDING CODE MIN EMBEDMENT 11/4') OR DRIVE PIN (MIN SHANK SIZE.145 2001. A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN 8' OF EACH END NOT TO MIN HEAD 51ZE 300 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE A6TM D-226 EXCEED 15' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4") FOUNCDATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SECURE TO SHEATHING W1 MIN. 2-12d WITHIN 8' OF EACH END NOT To 15) ALL WATER CLOSETS SHALL BE WATER SAVING ib GALLON FLUSH TYPE I. FOUNDATION DESIGN BASED ON 2000 PSF, MIN. ALLOWABLE SEARING BLOCK NOTES PER 5LK. EA. END 1/2' PLYWOOD EXCEED 18" O.CrIAX. PRESSURE. OR 1/16, O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNI7 SECURE TO SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CW AND CI45 AND SHALL HAVE A NET AREA COM"IPRESSIVE STRENGTT OF 1900 PSI. MIN. 2-12d PER 5LK. EA. END OR 1/16' 0.5.5. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONIC. FOUR.MORTAR X O A A �' uJ /UJ f O �J 3. CONCRETE 28 DAY 5TRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C270. METAL ACCESSORIES AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE \ r a 4. ALL SLABS SHALL MIN. 3 THICK CONCRETE OVER 6 MIL VAPOR SAL AIT A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN COMPACTED WELL COMPACTED TERMITED TREATED SOIL. B. gg�A36 FOR PLATE, HEADED AND SENT BAR ANCHORS. 5. REINFORCED STEEL: AS IM A615, GRADE 40. VERTICAL REINFORCEMENT C. A6TM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTOR$, SCREW6, BOLTS AND NAILS EXPOSED ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREME OF A90. . ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD 6MASONRY WORK,, GENERRAL:: AL FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' I. ALL MORTAR JOIN75 FOR HOLLOW MA50RY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLB. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING: CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK ROOF LIVE LOAD: 20 P5F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 REBARS i-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' D.G. 31*-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: COFNER5. USE CORNER BARS OR BEND REBAR_ LAP A 1. REINFORCING STEEL $HALL BE No. 5 BAR$. MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE SUNPLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FINISH GRADE IN ACCORDANCE WITH ASIM A615, A616, A617, OR A706. 10. FINISH SLAB TO BE 8' A5V. FINISH GRADE BAKERS CROSSING LOT#64 PHASE#2 IMONOLITHIC BLOCK DETAILS NOTES DATE: 10/7/03 SCALE: 19'■P-01' SHEET D 4OF 4 NOV 12 2003 .0 �� --err -�:A,_,,..� �,......_` �r■=.=.,. �. -.,m., :�.....�-- ��....F,..-..--- -- �._ -. - 1_ .