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Home My WebLink About334 Lusitano Way 04-885 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE • I V I S 10 N PERMIT # DATE X*ud�aft.q4 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 0 0 d H LTJ i� 4 �T f HJ' SFr i. �i. A ��., 4- 4}^ 3 4 FLOOR -TRUSS HELD BACK 3/4" FOR PLYWOOD i LIor TRUSS SEe r 11 1 ura on TPUS, QTY= 1 1 5 �• •• CI) N � Q � I UN-va-72 lim"W IN AN 4 3 / 1 6" a 3 u 1, 0„ r TYPI CAL WALL SECTI ❑N 2X4 / PLUMB CUT / ;SI SSOR Alternate loading notes WIND SPD/TYPE= 120/ENCLOSED OR; BLDG EXPOSURE= B USAGE= RESIDENTIAL CAT I1 Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest —mile wind speed, minimum. Residential const'r'uction 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) Exposure B SEE ENG, PA P N 1 -0 - TYPICAL 7' SETBACK C H RNERSET LABELING AND SPACING CURNERSET NOT: 10' & 4' LVL'5 MAYPF 5HIPPFP IN I,0NCAFP\ LF%TH5. FIFLP MAY NFFP T CUi LW5 PE 5XF N(�rt0 CU f iN� MONCA LvL., N N 0 A = HUS 26 (SI MPS❑N) k HGUS28-2 (SI MPS❑N) A L= HGUS28-3 (SI MPS❑N) i1 a = 220 CLI P (HUGHES) IL = THAC422 (SI MPS❑N) General Notes 1. At t partt t et chord trusses, ft at trusses and ft at gi rders have the top chord part! at t y pal rated green to be I nstat t ed green si de up. 2. At t hangers to be s! rnpson HUS26 unt ess otherwl se noted. 3. At t truss spac! ng 24' ❑. C. unt ess otherwise noted. 4. Per Truss Rate i nsti tute HI B-91 recommendation permanent X-brac!ng shout d be pt aced at a maxi mum spacl ng 15' ❑. C, across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure, Pt ease refer to HI B-91 For any addi ti onat braci ng detal t 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 = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFTS SPAN/ UPLIFT A =< 500 =< C =< 540 =< D =< 310 =C E =< 210 =< F =< 200 =< G =< 200 =< 1M1'AI,I, KEY LOAD# DESCRIPTION ]NIT. DATE PeA56 dfrom Generic CAP, l a5� revisi RI01 RVD NONSTK HNGRS KC 1/11/00 RJO1 REV TO MATCH 2289 WEW 1/14/O0 RKO1 rev. Ivl`s JF13 7/19/00 RJO1 REV. FOR FBC CDM 4/1/02 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLEIRIDA 33880 PHUNE:(800) 959-8806 FAX: (941) 294-2488 BUILDER: D.R. HORTON PROJECT: VARIOUS 5H4 C L � E'/' CCA PROJ/MODEL: f03Fs/711B r r r r 2281 A/B AND 2289 GARAGE RIGHT ALT: OTC: LOT: �� BLOCK:� LDESIGNER PAGE 97SCALE R 1114 _I� ??? 4/1/02 9:47 AM 17847R 3 i f} i.� r� ,3. s ',r F' r t f„ t.. { x art' } k tl S t Y ✓� F t; r ,f s a° DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY— RESIDEN`TIAL — GROUP R • CONSTRUCTION TYPE - VI , • 2-STORY RESIDENCE: BLDG HGT 23'-6" SPECIFIC PARAMETERS FROM FBC 20011 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 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 FBC, 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, ASECTION 1606.1) B. STRUCTUAL LOADS FLOORS C SLEEPING AREA 30PSF LIME 10PSF DEAD FLOORS ® NON —SLEEPING AREA-40P,SF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 1OPSF 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 TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6. TRUSSES A. PRE—ENGINEERED WOOD TRUSSES SHAALL 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 MANUFAC✓TOR ENG.SUPPLIER C. DETAIL TO BE 'ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG CI —COVER PAGE. PG 1 —FOUNDATION DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 113—WIND LOAD CALCULATIIONS PG 2 —FLOOR PLAN PG 3A—ELEVATION"A" PG 3B—ELEVATION"B" PG 4A—TRUSS PLAN) A" PG 413-TRUSS PLAN"B" PG 5 —ELECTRICAL PLAN PG 6 —OPTIONS PAGE PG 6A—OPTIONS PAGE PG D1—FND DETAILS/GENERA-L NOTES PG D2—CROSS SECTIONS PG D3—MISC. DETAILS PG D4—CROSS SECTIONS 9 c � 9 9 „�� j� 89 I 1 0 Jed www. drhorton. com CBC055300 4 6250 Hazeltine National Drive Orlando, PL. 3282--2 Tel: (407) 857-9101 Fax: (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407)1 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JAMES CANTWELL AR 1207:9 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 g NOV 12 2003 `V A q Q cs �0 oy w w BAKERS CROSSING LOT#94 PHASE#2 MODEL: 79 2 2 8 9 - R99 BLOCK 9'4"BRG COVER PAGE DATE: 11 /11�/0 3 SCAT•F'.: N4gal1-01 SHEET C or 6 E !w T ........ .. DTI M �f } ,F �e s ,, 'C y F, r€ F a M(i a O U� -+ w 13 BAKERS CROSSING LOT#94 PHASE#2 MODEL- 77 2289 R" BLOCK 9 9 4" B RG FOUNDATION DOWEL PLAN DATE: 11 /11 /O 3 SCALE: V41EV-0' SHEET of _. S r � ��11111 BAKERS CROSSING ILOT#94 I PHASE#2 V MODEL: BLOCK 9 499 BRG LINTEL SCHEDULE DATE: 11/11/03 SCALE: v4'■1'-m' SHEET IAOF 6 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND MARKS 120 MPH WIND I 30 3068 DR W/S_!_ITE 4 20.4/ -22.2 24.2/ -26.4 2 5 W/ HALF TRANS. ABV. 4 21.8/ -23.6 ELEV "A" 25.9/ -28.1 3 11 52" X 30" TRANS. ABV. 4 21.1/ -23.5 ELEV "B' 25 8/ -28 0 4 38 (2) 26-5H W/ARCHED TOP 4 2O.0/ -21.8 ELEV "A" 23.8/ -26.0 5 38 (2) 26-SH 4 20.0/ -21.8 EL.EV 11511 23.8/ -26.0 6 24 35-SN 4 20.6/ -22.4 24.5/ -26.1 1 10 23-5H 4 21.8/ -23.6 25.9/ -28.1 8 54 8068 SCUD 4 19.4/ -21.2 23.1/ -25.4 9 1-1 25-5H 4 21.1 / -22.9 25.1/ -21.3 10 11 25-6H 4 21.1 / -22.9 25.1/ -21.3 II 8 IH3-SH 4. 21.8/ -23.6 25.9/ -28.1 12 IS 2868�,DR 4 21.0/ -22.8 OPT. 24.9/ -2-1.1 13 112 GARAGE 16'-0 X 1'-0 5 18.3/ -22.4 14 32 (2) 3050-SH Q 20.0/ -21:8 23.0/ -26.0 15 16 25-6H 4 21.2/-23.0 25.2/-21.4 16 16 25-SN 4 21.2/-23.0 25.2/-2-1.4 11 16 3050-5H 5 21.2/-28.0 25.2/-33.3 Nov 12 NO s o � a0 Q CQ y w BAKERS CROSSING LOT#94 PHASE#2 MODEL: 99 2289- R99 BLOCK 99 499 BRG WIND LOAD CALCULATIONS mmmo or DATE: 11 /11 /0 3 SCAT : 1/4881'-06 SHEET I � ��' 6 CIA m (� 141-011 E3'-4 �I_411 �I 2'I 6/ff 11 PATIO CONC. SLAB W/ DOOR OPT. 0 -0" — — — — 68 EGRESS 25-SH 80 S.G.D.D E RE EGRESS 6\ IN3-SN o 0 FAMILY OWNER'S I 1 ROOM - SUITE VAULTED GLC�. 8'-0" CLG. (CARPET) �� (CARPET) _ I O.BATH' V GLG. — NG,AGG. 3'-3" 13'-5" 14'-4" 2'-10" 2'-6" 3'-8° D 2-0 BF. m, J m 4-SH KITCHEN ,�,� VAULTED CLG. W.I . C . r---1r— f I 3 _ 1 4' = 0 ,� - 2 " 2' - �o " I OPT. I I OPT. I (CARPET) —' to 1/2 WC I W. I I D. I z (- BOPT. A TH L--JL—_ J cpl ISLAND W Z L-----� _1R-15H 2 I--------j 0) —� 1R- I5H m RANGE r- `Q �� DROP CLCz. LAUN. OPT\ 6-0' CLG. UJH. �- — — — — — REF. O O — --- 6 MT. z DINING Ir = tD ROOM I m m VAULTED CLG. (CARPET) LIVING ROOM VAULTED CLG. ( GARPET) (ELEV.-A) (2) 26-SH W/ARCHED TOP (ELEV.-5) (2) Zoo-SN 13'-0" N GARAGE cd 5'-0" CLG. RAILING FOYER 1 � I , I-ITEMP. MT_ — ---• ------------------------ LINE OF 2ND. FLR. ABOVE �0 W/12" SIDELITE -° W/3(o" HALF Iro'-O" X -I'-0" O.N. ` RND A50VE ELEV, A — — — — — — — — — — — — — — — — — — TRANS ARV. :: Q r: iii::•::::::: ELEV, B .. 21_411 11 _411 4'-10" 10 -0" 5'-4" 19'-0" 9'-4" 17'_ail 71 4 0' - 0'1 IST. FLOOR PLAN c5� c� N 4 coNp� �\ I OPT. 2 - 8 DOOR W/ GONG. PAD -' �n N MIRROR Q c0 cfJ � r— r- N N DOWNERS BATH O 1/2 BATH 1 M I R R 0 R O HALL BATH iH3-SH o W° C. o 1 2'-10" 04 i 1 0�' - D" � N O.BATH 8'-m' GLCx. 6' KNEE WALL 00 r— 9_ �4�� II V V ® OPT. BATH SQ..FT. CALL. LIVING ('15TJ LIVING (2NpJ TOT. LIVING ENTR'' GARAGE 1312 912 284 32 41�? eQ. 5Q. SQ. 50.1=T. �3- Q.1=T. FT. FT. FT. PATIO 54 5Q, FT. TOTAL 2105 eQ. FT, eo r------------- 2) 3/4" PLYWOOD RIPS (IF NEEDED FOR SOLID NAILING) 12" LVL --- (3) 2 X 12 SYP STRINGERS UPPER 3/4" r4G 2 X 4 RE - INFORC ING RUN SUB FLOOR EA. 2 X 12 STRINGER GLUED NAILED SERGURE W/126 (o"-S" O.G. 15R 1.42 " 3/4" KICK PLATE 14T 10" (2) 3/4" L YWOODQ RIPS CIF SOS PDNAIL C�) 11 I/4 TREAD 2 X 4 RE - INFORG ING 3/4" T4G GLUED 4 NAILED. a EA. 2 X 12 STRINGER SERGURE W/12d ro"-S" O.G. SUS FLOOR (3) 2 X.12 SYSTRINGERS GLUED BNAILEDP � LOWER RUN MIDDLE RUN (3) 2 X 12 SYP STRINGERS 4 X 4 2 X 4 RE-INFORCING POST -� m EA_ 2 X 12 STRINGER SERCURE W/12d 6"-a" O C 2 X 4 PLATE STAIR DETAIL n 7 I A " 3'-2" 71 3050-SH 3050-SH EGRESS EGRESS BDRM.#3 BDRM.#2 `�' (CARPET) (GARPET) Q) m 3 4'=5" 3'=2" 3'=8" 3' 2'=10" v2l=211 3'=4" (0 40, 15 NF cv 4 - SI-I AC 2-(o 5F. IR-ISH CHAS cy 2X6 V,,HALLR BATH zl W.I.C. s �+ , _ 12 ATTIC LAV. AV. v �n ,- ACCESS o ( o I 0 0 oft 2x6 I \ _ ISy N z II mm II N � LOFT II OPTIONAL I I BDRM.#5 z cif VAULTED CLG. 4 (GARPET) I I VAULTED CLG. _ (Y cal I I (GARPET) � II � II W.I.C. BDRM.#4 1R-151-� VAULTED CLG. 1R-15N - r (CARPET) —I 0' (2) 2ro-SH W.I.C. _ (2) 3050-SH W/ W/ARCHED TOP I - '- (ELEV.-B) ,y"� (2) 305O-5H W/ EGRESS —� 13'-10" E'1_10" L-------- 2Nll. FLOOR PLAN r 1 ��1111' BAKERS CROSSING LOT#94 PHASE#2 MODEL. 99 2289— L99 HLOCK 9' 4" 13 TRIG 1 S T. FLR. 2ND. FLR. PLAN DATE: 11 / 11 / 0 3 SCALE: V4'■1'-0' SHEET 2 OF 6 NOV 12 2goj o� q� 09 w BAKERS CROSSING LOT#94 PHASE#2 MODEL: BLOCK 9'4"BRC ELEVATION A„ DATE: 11/11/03 SCALE: V4'•i'-®' SHEET 3 A OF 6 L o� a 9� fi 5w l 3 ti BLK. COL. TO 9'-4" CONTINUE W/ 2X4 WALL W/ -1/Iro O.S.B. SHEATHING TO BRG. SECURE TO BLK W/ 1/2 "X&" A.B. HEADER 5FAN CHART 5(NC;L-E STORY AF L I CATION SIZE CLEAR SPAN DBL 2X6 DSL 2X8 DBL 2X10, DSL 2X12 UP TO 5'-4" 5'-4" TO -1'-0" 1'-0" TO ice"-0" 10'-0" AND OVER TWO STOi?Y APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X(o DSL 2X8 DBL 2X10, DBL 2X12 UP TO 5'-0" 5'-0" TO &'-4" ro'-4" TO S"-01 8'-0" AND OVER HTS-20 1ST FLR STUD TO 2ND FOR STUD MSTA-3(o 32" t9, TRUSS TO POST (2) M6TA-36 POST TO SLAB MTT-28B m lY 8 15T FLR STUD TO 2ND FLR STUD MSTA-3ro 32" O.C. TRUSS TO POST (2) MSTA A-24 POST TO SLAB MTT 28-5 r I === TRUSS PLAN * TRUSS HANGERS TO BE SUFFLIED ENC'D. BY TRUSS GO. * FLOOR JOIST TO 5LK. SIMPSON 1-IETA-1(o @ END 4 EVERY 32" O_G. ON PARALLEL FLOOR JOIST. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-126 EVERY TRUSS / 1X6 NAILER T23 EIEE T23 T23 T23 T23 — — — — T23 — — — — r23 T23 — — — — r23 r23 — — — T23 TG23 — _ — _ T18 — — — — — T19 IT n — — — T19 — — — T19 — — — T19 — — — T19 — — — T19 Tr19— -------------------- -------------------- Z 2X RIDGE } (3 0� o� 3-126 RAFTER TO NAILER 1/16 ° O.S.B. - / 1X8 NAILER --/- OR 1/2" PLY. 2-12d EVERY TRUSS CONY. FRAMING DETAIL/VALLEY C22" IETA-16 TRUSS PLAN *CONNECTORS TO BE 5IMP60N U.N.O. *TRUSS HANGERS TO SE SUPPLIED 4 ENG'D. BY TRUSS CO. *TRUSS TO BLK META-16 W/ (12) 106X1-1/2 *TRUSS TO WOOD MT6-12 W/ (14) 10dX1-1/2 DSL. TOP PLATE O.C. INISH ro ,LL KNEE WALL DETAIL@ENTRY (�4 HIP DETAIL th V s O � A v y L4 ae BAKERS CROSSING LOT#94 PHASE#2 MODEL: BLOCK 9 9 4" B RG TRUSS/ FRAMING PLAN or DATE: 11 /11 /0 3 SCALE: V4181'-0' SHEET 4A/BOF 6 NOV 12 2oo3 200 A UNDERGROUND METER BASE 2" CONDUIT BY FPC ELEC. FIXTURES TO BE ONLY W/ OPT. PATIO COMP. LOC. SWITCH 4 LIGHT W/ OPT. DOOi WFI P. I / \ I A/c [ j WGFr777I _ * m FAMILY ROOM FOR FAN \ 1 Q 1 �GFI W/ -1 r OFT. \ I ISLAND o � KITCHEN RANGE OPT -I GFf REF. I — o DINING ROOM / 11 �`,.�' PRE -WIRE FOR FAN / OWNER'S SUITE S.D. CHIMES v TOE SWITCH LIVING FOYER ROOM r -�4 • � 1 =•i 11 • _ Q 1 f� F+ 0. B 1 TH ° 4VN, \ I" TV. IOPT. IIOPT. I LW- ° I W.I.C. l / LAUN. PANEL rwH] WH. f FIELD VERIFY WN. IN �. SAFTY PAN GFI A OND) 11 4 4 " A.F.F. 6 :WITCH LIGHTS GARAGE W/ OPT. DOOR \ \ METER FIELD VERIFY CLG. OUTLET 1ST. FLR. ELFC'1'RICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED ,aHOMEOWNER PRECONSTiRUCTION MEETING NOTE: *ALL RECEPTACLE& IN SLEEPING ROOMS TO BE ARC FAULT.(NEC ;210-12) NOTE: #20 AMP DEDICATED LAUNDRY CIRCUIT. 40 CKT INSIDE PANEL MAIN LOCATED IN GARAGE AREA. LUG 225 A 200 AM 2' NIPPLE RAINTIGHT INSIDE 200 A MULTI GKT PANEL W/150 A MAIN BK. METER 2/0 ALUM.SER CABLE L IG14TNING ARRESTOR -� "4 RARE CU TO GROUND is FT. GROUNDING RODS S FT. APART ELECTRICAL f;PISEf;P, 5�0INSON HILL,5 SUBDIVISION NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CENTERS WILL BE G.E. OR EO. 2ND. FLR. ELECTRICAL PLAN LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED 0HOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC; FAULT.(NEC 210-12) ELECTRICAL LEGEND SYMBOL DEFINITION NOTES n n 110V OUTLET 1/2 OF OUTLET 110V OUTLET WIRED To SWITCH EQUIPED WITH 6GFI 110V OUTLET GROUND FAULT INTERUPTER 220V OUTLET EXTERIOR GROUND FAULT GPI WATERPROOF OUTLET INTERUPTER SWITCH SWITCH 3-WAY OPER (�4 SWITCH 4-WAY OPER. n WALLY� MOUNTED LIGH ( )CEILING LIGHT (0) VAPOR PRO 'MVP LIGHT 1 (� RECESSED CAN VENT. PAN I CFM PER 5Q. FT. VENT. FAN 1 CFM PER W/L IGHT 5Q. FT. 0 o 2' LIGHT STRIP 4' LIGHT STRIP uuuuuuuu FLO T LIGHT RAP AROUND _ 2' FLOURECENT — _ — 4' FLOURECENT ® PANEL METER GATT. BACK-UP OSMOKE W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT LIGHT rELEPHONE ® JACK nWH WATER HEAT. D 15CONNECT AIR GOND. A/C DISCONNECT TV TELEVISION JACK CEILING FAN/LIGHT C:EILING BOX REaUIRED TO BE 5UPIPORTED IN ACCORDANCE W/ BOX MARKED A$ SUCH FOR INSPECTION FLOOD L IGHT INTERCOM SPEAKER TO MAIN 200 AMP METER BASE t METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. MAIN DISC. SERVICE BY POWER CO. /0 ALU. CABLE TYR 200 AMP INSIDE PANEL 02 COPPER TO 5/5' GROUND ROD ELECTF,ICAL_ iR15EF NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO A/C DISC. 014 COPPER TO LIGHTS t OUTLETS 010 COPPER TO WATER HEATER MB COPPER TO RANGE OPT. BATH PLUMMING RISER 1 1/2 V.T.R. 11/2" I V.T.R. I �2u 2" KITCHEN &INK W/ AUTO VENT s Q V y w BAKERS CROSSING LOT#94 PHASE#2 MODEL: 99 ^ 2 8 9 — R99 ,]BLOCK 9 499 BJP-%IG ELECTRICAL PLANS Emo DATE: 11 /11 /0 3 SCA X: A NEI'-®1 SHEET 5 OF 6 w- NOS 1 2 2003 V R Q rli w NJI I I I I I A BAKERS CROSSING LOT#94 PHASE#2 MODEL: „2289-R„ BLOCK OPTIONS now DATE: 11 / 11 / 0 3 SCALE: 1/4121'-01 SHEET 6 or O Obi 9 � 1263 R o Q V w BAKERS CROSSING LOT#94 PHASE#2 MODEL: 99 2 2 8 9 — R99 BLOCK 99 499 BRG OPTIONS ONO DATE: 11 /11 /0 3 SCALE: V4181'-0' SP-4 16" O.G./EA. STUD 2X4 DBL 2X4K AID -WALL MIN. 6" EMBEDMENT 1/2" X 9" TOP PLATE 2X4 MID -LUAU. BL ANCHOR BOLTS AT 3'O.C. BLKG 2 " ,�BV. GONG. _ 'X�" "im W.W.M. RE SET IN 2mmm 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.C. z Q PSI EPDXY 25" MIN. ABV. �" EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6" MIN. EMBEDMENT 1(0" O.C. MAX. 1(0" O.C. MAX. 6"X6" #lm W.W.M. II ro"xro" 010 W.W.M. 2X4 P.T. O.C./EA. STUD BT PLATE 2X4 P.T. BT PLATE /� SP-4 1�" O.C./EA. STUD 2X4 P.T. BT PLATE _ / co LL, (2) CONT. 05 REBARS 11_41 �z v ° w 11 ° ° CON(. SLAB - p GONG. SLAB _ - - m 11 I 2-#5S ON cHAIRs } 1 -8 z CON(. SLAB11 ——�I� TYP. RETROFIT FOR ALL 2 #5's CONT. 1 _o m 3 #5's CONT.7? 2 #5's CONT. 1 -oil 4 , TYP. WALL SECTION OMITTED FOUNDATION DOWELS `� WOOD FRAI„IE FOOTING INTERIOR BEARING LUALL INTEi�fOR BEARING WALL INTERIOR BEA�'fNG WALL/NO UPLIFT � BLK. SINGLE STORY AGE OF GA 2 1/" HEAD R 3 1/2" � HEAD OF GARAGE 3 �--#5 DOWEL BARCONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) � X DIM VARIES DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 7 5/S" cull B II 6"X6" #10 W.W.M. ro"Xro" #10 W.W.M. CURB 6"X6" 010 W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN 6" EMBEDMENT � -I 5/S CURB II II - ONLY IF UPLIFT ON WALLr(o"X(0" 010 W.W.M. EXTEND 1 1/2° III MIN 6" EMBEDMENT z II z II ro "X6" #10 W.W.M. RECESS /2 � } � � > = It— `� o °� 2 -#5'S ON CHAIRS m o °� (3-5'S W/2 -STORY) I'-4" ° ° ° _� 2-#5'S ON CHAIRS SI� 4 0 0 m SINGLE (3-5'6 W/2-5TORY) 8" 4" m I 1'-8" 3 #5'S ON CHAIRS 57 -01" 5TORY _o ` 2 #5'S ON CHAIRS �i`— I -8 TWO A Al STORY TWO THICKEN EDGE CARAG-�E; CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY 4 INSIDE FTG. AT GARAGE STEP-UP GARAGE SERVICE/POOL,gRAC-�E GURB CARACE GURB 1-STORY BEARING WALL 2-STORY BEARING WALL � DOOR RECESS 8 �A CONC. SLAB OVER GLEAN, GOMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 5" CMU- CHAIRS (MIN. 3" COVER) <1 L, & MIL. VIE?. VAPOR, TOP CORD BLOCKING AT 4' �o"X(o" #10 W.W.M. O.C. MAX. IN FIRST 2 FRAMING 4 GARAGE SLAB Z SPACES AT EACH END. GRADE SLIDING DOOR TRACK m RAFTER OR TRUSS m � - SLOPE GONG. rTO FRONTCl/4"-1/2") ROOF SHEATHING LAYOUT -WOOF SHEATHING 2 0 I I/2 GURB WALL S° GONG. DRIVEWAY ° ° a � FOR GABLE END AMID FENDWALL �RAM FRAMING � GARAGE 3 #55 CONT. 9 1/2° BEYOUND " 3 MIN. GOYEfiR z 24 X2� EXT. PAD DOOR GARAGE SLAB �4T SL. CxLASS DODR � _ v � 1� 11 OPENING 2-STORY FOOTING-� BUILDING LENGTH II II �I #8ol GUN NAILS @4" O.C. #5d GUN NAILS II II (I TOP 4 BOTTOM EDGES 9;," O.G. IN FIELD POURED LENTIL TO BE II II cn , II n a OUTSIDE BAR — o' GONT. (TYP) #5 1REBAR II II _�Lu _ ui _q 2x WALL FRAMING II II II CONTINUOUS < Q ; z Z U (3) 1/2 "X5" ANCHOR IBOLTS — —_— — $ Z uj Z Z z O 5" CMU FILLED or (3) 1/2"XS" J-SOL TS _ _ _ — @ — _q CELL (TYP.) '�' MIN. ro" EMBEDMENT ` — — — — — ;5 U : ' U 10 W/ 2"X2"XI/8 WASHER A4ND 6 0 : EXTERIOR SI�ATI-�fNC EXT. FRAME WALL TO NUT SPACED EVENLY' FROM 25" MIN. LAP BLOCK WALL CONNECTION FLOOR TO BONA BE4M. SET TYP. REBAR LAP ATTACNI"fENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FFILLING. Q CORNERS NOTE: (SLEEVED ANCHOR IPN SOLID WHEN GLUED TO ROOF MEMBER POUR ACCEPTABLE RETROFIT) 2-#5's REBAR a 1 STORY _ 3-S's REBAR e 2 STORY GA AG DOOM f N O MAT f 01�1 -8 EDGE, $ 1012 IN FEILD T1'. EXTERIOR SHEATHING ATTACNI„�ENT P POURED LENTIL FOR SHEAR AND UPLIFT ®' CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE GROOUTED Z PRE -CAST HDR. BOND BEAM X6EGARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS fY (3) 1/2 "X5" ANCHOR 5OLT5 TIE TO HORZ. BARS } o ;oe or (3) 1/2"XS" J-BOLTS 8 MIN. EMBEDMENT ro" EMBEDMENT MIN. U (5' GMU FILLED a W/ 2 "X2 "XI/8 WASHER AND CELL CT1'PJ NUT SPACED EVENLY FROM #5d GUN NAILS HORZ. REINFORCING VERT. RE INF. FLOOR TO GARAGE DOOR HDR. (a ° HOOK '� 12" O.C. IN FIELD IN GROUTED - IN JOINTS PRIOR TO FILLING. 111 CELL If 1-2Xro PT BLOCK ,@ CENTER OF -A Q DOOR HEADER W/(1) (1) 1/2 "X5" ANCHOR BOLTS Z U 1441 GLEANOUT REQ'D or (1) 1/2u X8u J-BOLTS Z O • a FOR GROUT LIFT (c" EMBEDMENT �,� _ —e • —'—• > 5 FT. UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT HORZ. REINFORCING z_ Q/ FOOTING DWL 15 9) �" HIooK � } NOT izEQ'D. T1�P. FLOOR DECKING-� HORIZONTAL/VERTIiGAL REINFORCING cn O ATTACHMENT TO FLOOR JOIST G U EA. SKEET TO BE GLUED AT ALL EXPOSED JOIST NOV 21d� v R o � 4 v w BAKERS CROSSING ILOT#94 I PHASE#2 IMONOLITHIC BLOCK DEVILS NOTES DATE: 10 /'7 / 0 3 SCAT : V4NMI '-®' SHEET DI OF 4 MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 5'-0. 4'-I1 1/2' Z'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER I 3 2X4 SUB -BAND CHASE GROVE5,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND a FEILD STREAM CHASE GROVE &,WAVE RL EE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS LAKE KEHOE,CYPRE55 HEAD 2X6 SUB -BAND e 2X6 SUB -BAND ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4 -0 O.C. MAX METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16° OSB OR I/5" TEXTURED ASPHALT SHINGLES . 1/16" 055 SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION METAL DRIP EDGE ■- OR 1/2" PLY. W/ 15# FELT FIBERGLASS SHINGLES __ R-19 INSULATION �I/16" OSB. SHEATHING ON #15 FELT OVER 3/4" T 4 G PLYWOOD 2X4(CONTJ OR 1/2 PLY. i/16 OSB. SHEATHING SEE TRUSS ENG. -_-- ROOF TRUSSES HURRICANE STRAPS t0 BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) 1/2" CLG. BOARD TEXT. METAL DRIP EDGE 2X4 DOUBLE PLATE (TYPJ LL UPRIGH2X4 5FIF SSIOVER 4'-10" ACK AT BRACING HETA-16 ED O Cli*5 CONT. EM5ALUM. FINISHED VENTED SOFFIT LINTEL STRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTORol SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED 50FFIT 1/2' CLG BOARD 4 TEXT. 1/5" TEXTURED FIN15H 5" LINTEL BLOCK FILLED ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLRJELEV FOR DES. WOOD BASE (TYPJ 1/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED 1/5"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD �- FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. ALUM. WINDOW 7/16" 055 SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR J015T/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. TWO 5T0�� PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORGEMENT (CONT.) SEE JOIST TYPE SIMPSON NtC-4 32" O.G. MAX. 2X4 DOUBLE PLATE CTYPJ 2X4 NAILER (CONT.) OR M5TA-24 24" O.C_ MAX!--Al AX SEE TRRU55 P AN allCMU R-4.2 INSULATION O (l )+'S CONT. FOR NDR 51 Z 1X2 P.T. FURRING STRIPS HETA-16 1X2 FURRING STRIPS /� BAND DETAIL FLR JST TO BLK ALUM. WINDOW A TEXTURED FINISH 1/4" WOOD BASE u I/2" DRYWALL SEE FLR./ELEV FOR DES. SILL 5 LINTEL BLOCK FILLED -i/16" 058 SHEATHING WOOD BASE CTYPJ PRE -CAST LINTEL OR 1/2" PLY. UNDER Q c0 FELT BARRIER PRE -FAB TRUSS ALUM. WINDOW FLOOR JOIST/ z 6 "X0 #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS - 1/2" CLG. BOARD 4 TEXT. o OR FIBER MESH SEE FRAME PLANS 32 " O C '� S REINFORCEMENT SP 4 STUD 2X4 pBL. TOP PLATE PRE -CAST SILL CONC. SLAB OVER CLEAN, FOR JOIST TYPE HETA-16"� 32" O. C. MAX 1/2 CLG. BOARD 4 TEXT .. 1/2 DRYWALL GOMPACt,tERMITE CREATED O (1>15 CONT. z w z w " SOIL OVER MIL V15. VAPOR " 2X4 WOOD STUDS p .2 #5 CONT. 8 coMU BARRIER,W/6X6 #10 WWM 5 LINTEL f5LOCK(FILLED) 1X2 FURRING STRIPS 2X4 CONT. STRESS U cnU TEXTURED FINISH 1/4" BLOCKING MID -WALL WOOD BASE (TYPJ PRE -CAST LINTEL — ° 1/2" DRYWALL 2X4 PT. PLATE O C° ALUM. WINDOW SF-4 32 " O.C. e STUD 1/2 "X9" A.B. 32 " O.C. fk SEE FLR./ELEV FOR DE5. (WHEN UPLIFT) TYP. �JALL SECTION Y_ Q) SILL 6" EMBEDMENT ° WOOD BASE CTYPJ z 6 X6„ # CONC. SLAE3 10 W.W.M. PRE -CAST SILL 4 4 — z (X 3 #5's CONT OR FIBER MESH LONG. SLAB 2 S'5 CONT. — w z w RE INFORCEMENT S CMU 6 MIL VIS _ m 1'-8" VAPOR BARRIER 1-STORY TEXTURED FINISH 1/4" INTE 'IOR BEARING WALL ASPHALT SHINGLES OVER TYP. WALL SECTION w NOTE': FOR WALLS W/FLOOR LOAD ONLY O - DO NOT INSTALL CONNECTORS. #15 FELT ON -i/16" O.S.B. 2"X4" E3LCOCKING ~ t7 SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 -STORM' METAL DRIP EDGE — 4'-0" O.G. MAX 6 "X6" #10 W.W.M. 2X4 OBL TOP PLATE O OR, 2X4 5UB - BAND a'� RE IN1<ORGEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS L 2'Xro SUB -BAND FOR PROPER BRACING (SEE TRUSS PLAN) } > (5) #5's GONT. LAKE KEHOE,CYPRESS HEAD O = () 1/2" DRY WALL ALOMA WOODS PROOF TRU55E5 a DBL. TOP PLATE — U m U WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. ENG. GABLE TRUSS IR-19 INSULATION CRIPPLE STUDS FIRST FLOOD BLOCK 2X4 SPF STIFFBACK AT SECOND FLOOR FRAI„IE ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -1/5" TEXTURED FINISH �" HEADER (SEE PLANS) OVER 15* FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 PT. -I/16" O.S.B. SHEATHING " - 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE OR 1/2" PLY 2X4 NAILER CONT, ON GALV'D. METALL 1/2 X 9 A.B W/ (2) LAYERS I/16 SP 4 32" O.C. a STUD 2X4 pBL. TOP PLATE o #15 �ELTR tYVEK ''' MIN. 6" EMBEDMENT O.S.B.SECURE EA`, LAYER 2x4 P.T. PLATE W/ ° W/2 Sd,s 5"-12 O.C. ♦.. HDIR. 8TUD(5)/JACK(5) 1/2 DRYWALL 2" D IA. WASHER 1/2 "X9" ANCHOR BOLTS MAX. `.'"R 32" O.C. MAX MIN. 6 EMBEDMENT 2X4 WOOD STUDS *5 REBAR CONT. 1/2' X 9" A.B OR,. J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�lro" O.C. �' r•' SECURE TRUSS TO 2X6 W/G 32" O.C.MAX STUD t0 NDR. KING STUDS) SP-4 BLOCKING MID -WALL 12d 6"-5" CONC. FIILLED LINTEL TOP B BOTTOM) 3/4" T4G SUBFLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WIlTH C1>05 ROD GLUED 4 NAILED 4" O. C. -w EDGE ( .° .a 6" O. C. � IN FEILD , 5" CMU FLR. JST. SIZE SEE FRAME PLAN ••;',,..1�,;;,� TEXTURE FINISH IX2 P.T. FURRING SCRIPS SHEATHING OVER 2X4 R-4.22 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO � 1/2" CLG. BOARD � TEXT. 15t FLR. STUD 2X4 DBL. TOP PLATE WOOD Efi`r41„f E TO 8Li<_ 1/2" DRYWALL = _ _ =I _F _ _ - — — - - —I MSTA-36 32 " O.C. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 CONT. STRESS �1(o" O.C. WOO1D BASE I I I I I I BLOCKING MID -WALL II II I I I I I I NAIL PER SCHEDULE/ 2X4 PT. PLATE �� (3w I I I I I BOLT PER FNp. PLAN SF-4 32 O.C. e STUD 1/2 X9 A.B. 32 O.C. �- () I I I MIN. 6" EMBEDMENT U 6"X6p" #10 W.W.M. z = w B CONC. SLA— O 2X5 RIDGE-0 o OR Fd5ER MESH 4" 4" 2X4 COLLAR TIE > O REINfFORCEMENT TYP EXTERIOR OPENING IN FFA" IE 3 05 S CONT. 1 -5 = EVERY OTHER RAFTER o LL wz } w 4 2X6 RAFTE Novo > �,� U cq U 2 #5 CON7. T-r-=. WALL SECTION 2 -STORY 2-12d EVERY TRUSS 3-12d RAFTE INTERIOR BEARING WALL 1X6 NAILER 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. -1/16" O.S.B. 1X5 NAILER 1 OR 1/2" PLY. 2-11) EVERY TRUSS BLK. I -STORY (G,45LE) MfNfMUM WALL AND �4ADEFP, COW. FRA1llNG FETAL/vALL STIED fREQU•f fRMENT5 t3 R O 4 � y ao A BAKERS CROSSING LOT#94 PHASE#2 MONOLITHIC ]BLOCK DETAILS & NOTES DATE: 10 /'7 /0 3 SCAT : Wlmll-m' SHEET � 2 OF 4 1000 Uf=L ITT SIMPSOM MTS-12 W/-f l0d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMPS0M MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/-1 10d TO TRUSS :AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUBS FINISH e LANDING 5 BOND BEAM TAP CONS MIN. 2" COVER 2 " APART TRUSS ANCI40R lDTAIL = RETROF I T 9" MIN. LESS THAN 10' REQUIRES I" NOSING D5L 2X12 FLOOR J015T 3/4" PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO F15C 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RI5ER/TREAD HANDRAIL CIRCULAR CROSS SECTION PIA_ TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. fo' WIDE m NARROW END MIN. 11" WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF SOX —� D5L. TOP PLATE 2X4 STUD 1/I6" OR 15/32' O.S5. W/T/8' TEXTURED FINISHED OVER GALVINIZED METAL PAPER SACK LATH 51MP50N H-5 (MIN-) c 2X4 TO TRU55 PRE. ENG. TRUSS 2X4 BTM. PLATE 3/4" PLYWOOD 2X12 TREAD // GUT TO FIT IT 1X8 RISER LESS THAN 4" TYP. BETWEEN SPINDLES II HANG 1/2" C IX 1' NOSING TYP. � Q ctl � r STA f R SECTION [DETAILS SP4 OR H-5 TOP PLATE TO 5TUDDS 2'-0' ASV. 10'-0' LEVEL TO RCOOF OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0' 10'-0" — — — — — — — — — — — — PRE. ENG. TRUE IX2 PT.TOP OF D5L. TOP PLA' FRAMED CRICKET 1/16' OR 15/32' W/1/8' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK I CHI1�N "'r DETAILS CRICKET 51MPSON H-5 (MIN.) 0 2X4 TO TRUSS SECTION { 2'-5-1/2" FLAN VIEW FROM TRUSS ESL. PLATES A5V. 12" z 3&" MIN. FINISH h I GTAIF�,) WIIYDEF-, [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.5.5. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d 9 TRUSS ( DIAGONAIL B EARACE i/ TO COVER %-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT 6HEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 5YfP 5TIFF5ACK AT ALL UPR[GHTS OVER 4'-10' 1/Iro' 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT.. PLATE BOLT W/ 1/2'X9 A.B. COMMON (W/ 2' D�IA. WASHERS) a 32' O.G. MAX. I/2" CLG. BOARD tRUSS 24' O.C.. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d M. TRUSS R-1:� 9 MIN. 1-05 RE5AR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-O" (3) 'X' BRAGE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM GENTER TO END) r-:;/4E3L.E END CROSS 5RACING 1-STORE 2X4 SECURE TO 2X4 5LK W/2-12d SECURE Tq 5LK W/ META-16 e _ _ F — — 2X4X4' SECURE To TRU55 W/ 3-12d 6'-8' O.G. MAX TYP. e — -� 2x4 5LK SECURE THRU TFW55 W/3-12de PER ENG'D TRUSS 24' O.C. MAX 21-0" EXTENSION ia OFT SERVICE DR. N.T.S. METAL LATH 1/16" OSB OR TEXTURED 1/16" 055 OR 1/2" PLYWOOD FINISH 1/2" PLYWOOD W/ 15'# =ELT W/ 154* FELT 2Xry (CONT.) 2X(o (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) S 1'MPSON EXPANSION 2' MIN. META- Igo JOINT OVERLAP /V CAULK 51MPSON GMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO &TOR"' (2) 2X4 "2 ND 5YP DIAGONAIL BRACE— TO COVER 5-TRUSSES DIAGONAIL BRACE 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) loci NAILS EA END TO TRUSS 2X4 5YP STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 065 SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' oz. FIELD 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTC-4 0 32' O.C. MAX. SHEATHING NAILING TO BE I \\ 6"-8' O.G. IN FIELD 4' O.c.AALL EDGE5 Wad NAILS FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER M 15 FELT ON -1116" O.S.B. — �COMMOM 1/2' CLG. BOARD TRUSS 24' o_c. NA,I� CONT. 7,AT RUN TO T SS W/ l2 12d a EA. TRUSS INSULATION R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. -2X4 5TM. PLATE W13-FLOOR VAILED HETA-16' FLR JST TO BLK— \—FLR TRUSS 1-05 REBAR CONT. 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1" TO (00'-0" (3) 'X' BRACE N 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GTALE ENED CROSS %RACING1 2 -STORE' NOV 12 200j o Q py 01 w I I mm) BAKERS CROSSING LOT#'9 4 PHASE#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 10/7/03 SCALE: 1/410-0' SHEET D 3 o�' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAP SIZE 300 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16" TAPCONS OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/16 MIN HEAD SIZEE 350 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SI OR DRIVE PIN (MIN SHANK 51ZE.145 0 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 I 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') MIN HEAD SIRE 300 18" O.C. MAX. SPACING. 8' FROM EACH END AND 18' PRECAST HEADER(MIN) MIN EMBEDMENT 1 1/4') 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND 18" SECURE TO BLOCK W/2-3/16' TAPCON5 OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT EXISTING: BLK ABY. PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAD SIZE 300 16" HIEGHT. OR DRIVE PIN (MIN SHANK 51ZE.145 1/4' TEXTURED FIN15H MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') �/8' TEXTURED FINISH WITHIN 6' OF EACH END 4 8' FROM EACH END AND 18" MIN HEAD SIZE 1 1/ /16' 05B SHEATHING IS" O.G. MAX. SPACING. 4") O.C. MAX. MIN 1-I/4' EMBEDMENT MIN EMBEDMENT I 7 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WNI=N OVER 16" IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON D.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER Iro" IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 "1/16' OSB SHEATHING 2 X SOLID BLK'G w ARCH SECURE t0 BLOCK - -1/2' DRYWALL 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16' TAPCON5 OR DRIVE 8' CMU 1'X4" OR I'X2' P.T. NAILER MIN HEAD 51ZE 300 PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE A NAIL W/Sd'S 8"-12' O.G. ATTACHMENT PER MANUFACTOR'S 5PEC'5. MIN HEAD SIZE 300 - DOOR CASING 8' FROM EACH END AND 18' MTL WDW FRAME MIN EMBEDMENT I I/4') O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL WITHIN 8' OF EACH END 4 NOTE- SHIM 18' O.C. MAX. SPACING. SHIM A5 NEEDED NOTE: NO GAP WPW FRAME DOOR JAMB t0 PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXEEED 1/4'. A 1RC H W /4 � IDT A I� 1` II AND D U I LD fRI PER MANUFACTOR'S DETAILS. I SCE I �l I �l A C�1JA� EDT/4 I � CU�TAWA� �� J A�5 TO OC< 1=1 /2 'I 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 A > PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 I/4') �/8' TEXTURI=D FINISH 8' FROM EACH END AND 10' SECURE 2 X RIP TO FIT IX4 P.T. OR R F X 4' MIN. MORE THAN -f/16' OSB SHEATHING SECURE THUR FRAME AND O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-12d8 6'-8' O.C. MAX. EXTEND 1-1/4" INTO BLOCK 16' HIEGHT. 2 X 4 16" O.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON PIN (MIN SHANK 5IZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT.) MIN HEAD SIZE 300 --1/2" DRYWALL MIN HEAD SIZE 300 2 X SOLID BLK'G m ARCH MIN EMBEDMENT 1 1/4') g" CMU I'X4' OR I'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") SECURE W/2-12d EACH END REFER TO MANUFACTURING 8' FROM EACH ENp AND IS' - DETAILS FOR SPACING. - -DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT i/16' 055 SHEATHING ATTACHMENT PER MANUFACTOR'5 5PEC'6. 2 X 4 16'O.C. MAX(WHEN OVER 1 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON .. .6' IN HIEGHT.) MTL WDW FRAME NOTE: •NOOTE: NO GAP iv WDW FRAME SHIM U NEEDED OR DRIVE PIN (MIN SHANK 51ZE.145 2X4 BLOCKS TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4.)_LFcMU WALL DO NOT EXEGED / B' FROM EACH END AND 18' N A F� C H I!'� ( l A`r. T AL C I I!� T,4UJA 5/4. O.C. MAX. MIN 1-1/4' EMBEDMENT J ; / ACHUJANT" IDTAIL 1011 4NID Uf= NAILING SCHEDULE ALL NOTES IN REFERENCE _ ROOFDIAPH A lA. ✓, y = -_TO FLORIL»rA BUR-G)ING USE /16' 05.8. OR 1/2' PLY WITH '8 GUN NAILS AT 4' O.C. AT,, � SUPPORTED PANEL EDGES AND -8 GUN NAILS AT 6' OZ. AT CO r1 E 20 O� INTHR'tEDIATE SUPPORTS. ALSO SEE DETAIL. - ROOF SHEATHMG TO GABLE END FRAME USE -S GUN NAILS • 4' OZ. C '� EXTERIOR SHEATHING SITE- P `A N NOTE S USE 1/16' 0.89. OR 1/2' PLY WITH -8 GUN NAILS AT 6' OZ. AT PANEL BIDES AND -S GUN NAILS 4' OZ. TOP 4 BOTTOM PANEL AND -8 GUN NAILS AT V OZ, AT U LOWEST SLAB AT LIVING A>:EA SHALL BE MINIMUM 16' ABOVE INTERMEDIATE BUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED-CrN PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, '(HIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL R�QUIR�M�Nts ASV_ 105' MEAN SEA LEVFi-- CONTRACTOR SHALL VERIFY ELEVATION OF FINISH. FLOOR SLAn.B WITH SIGNED AND SEALED SURVEY.„ r ^ n " SIZE HEAD LENGHT DIA. TENSIL 5TR - - - 3) LOT DRAINAGF- *HAL.1_ '-um-um-1 i 0 ALL LOCAL .v✓cam, cGcwa v i,viw AND RESTRICTIONS HAVING JURISDICTION. 4J ALL"cr1-SITE ORAINAC _ OR OTHER SYSTEMS TO SHALL BE DIRECTED BY 6WALES f A,! OFF -SITS DRAINAGE FACILITY. 5) LANDSCAPING. IRRIGATI G"1. BERMING, cTC. SHALL CONFORM TO LOCAL 8d ROUND(" IODIFIED OR T I "1/w Ju 1-10000 10d ' 2I/8' .125 1"10,000 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND i=5TRIC:TiU-N5 HAVING JURI50ICTION5 AND STAPPLLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL' DECK' SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARA7ELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING C A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: PLUMBING NOTE S I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' 2) WATER LINES S B 6. INTERNAL PRESSURE CO -EFFICIENT .18 TNRU -18 DBL. TOP PLATE, 2. SOIL E LINESSHALL BE MIN. 3/4' DIAMETER PVC 3J CONDENSATE LINES SHAG A ALLOWABLE FOIL BINGE. ING PRESSURE USED IN DESIGN 2000 PSI FOR TED WITH 1/2' AMAFLEX. (SCHEDULE a DBL. TOP PLATE DBL. TOP PLATE COT 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 NINIMUM COMPRESSIVE STRENGTH OF 2500 67 HOSE BIBS TO BE PROVIDED WITH BAGKFLoW PREVENTER Prof IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM AVE- A616 OR 611, GRADE 40 C.-1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.G. MAX. DESIGN LOADS EXCEED 4.0 WATTS PER 6QUARE FOOT OF TANK SURFACE AREA. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 2X4 16" O.G. MAX. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE '2 SYP. ALL STUDS SHALL BE STUD GRAPE SPF. (ALL LUMBER EXPOSED TO WEATHEROR AGAINST 601L, CONCRETE OR MA50NARY 9) ALL POOL PLUMBING AND RELATI p EQUIPh1ENT SHALL SECURE 2X4 SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TO WOOD W/2-12d 9 B. A/C PLATFORMS TO BE 3/4' DECKING. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' SECURE 2X4 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6'-8' O.C. STAGGERED To WOOD W/2-12d 6 A. PRE-ENGINEERED WOOD TRUS5E8 SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FLUSH WITH GRADE. 6'-8' O.C. STAGGERED RUSSFLORIDA BUILDING COPE 2001 TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL BT. PLATE PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, Bt. PLATE i. GARAGE DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND 63 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA SECURE 2X4 W/2-3/16" TAPCON5 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK 51ZE.145 �� C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM t0 FLORIDA BUILDING CODE MIN HEAD SIZE .300 SECURE 2X4 W/2-3/16' TAPCON5 6. ASPHALT SHINGLES 2001. A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 MIN EMBEDMENT 11/4°) OR DRIVE PIN (MIN SHANK SIZE.145 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. WITHIN 8" OF EACH END NOT TO MIN HEAD SIZE 300 FOUNDATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE EXCEED Ia O.c.MAX. 2x4 SOLID BLOCKING 'r, MIN EMBEDMENT 1 1/4') WITHIN 8' of EACH ENp NOT TO 1. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES SECURE TO SHEATHING W/ ` MIN. 2-12cl PER BLK EA. END 1/2' PLYWOOD EXCEED 18" O.C-MAX. 2X4 SOLID BLOCKING PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH AST( I G90 AND CI45 AND SHALL OR 1/16' O.S.B. SECURE TO SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMF'RESSIYE STRENGH7 OF 1900 PSI. OR 1/16' 0.5.8. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR MORTAR MIN. 2-12d PER BLK. EA. END 3. CONCRETE 28 DAY 5TRENGHT SHALL BE 2500 1-51 W/ 3/4' MAXIMUM I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. METAL ACCESSFOLLOWING: ` , $ r � x � � � X I I AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM 70 THE SHALL MIN. 3 THICK CONCRETE OVER 6 MIL VAPOR FOAL 1� i/�\FOU) 4. ALL SLABS BE A82A36 FOR JOINT REINFORCEMENT AND WERE ANCHORS. ��""s C BARRIER OVER GLEAN WELL COMPACTED TERMITED TREATED SOIL. B. g5TMA36 OR PLATE, HEADED AND BENT BAR ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 5. REINFORCED STEEL. A5TM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE $5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SGF4RWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN_ 25". REQUIREMENTS OF ASTM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 51DE OF ALL WOOD MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS, FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER. FULL WIDTH OF FACE ,SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLOIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. R2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. ROOF LIVE LOAD: 20 PSF 3_ MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION_ WIND LOADS: IN ACCORDANCE W/FLORIpA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 6. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: I. REINFoRCING STEEL SHALL BE No. 5 BARS. CORNERS_ USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARB ARE IN THE SAME CELL THEY MAY BE BUNDLED. MINIMUM OF 25. 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 IN ACCORDANCE WITH A5TM A615, A616, A617, OR A706, FINISH GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE OY 12 Z s o A Q Q R w IBAKERS I CROSSING LOT#94 PHASE#2 MONOLITHIC BLOCK DETAILS NOTES r DATE: 10 /'7 /0 3 SCALE: 1/41011-01 SHEET D 4 OF 4