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Home My WebLink AboutZ-4300-A Mapr a. 0 0) -/- m X. cr) new evergreen hedge Cd 7L 0 to JAIII. . 4;z� S 100.00, 01'. new co rete pfdewalk'. planting area N planting area Zcp CIS 0 FS W EX 1' TING H 0 U S E existing ence to be r oved new lc Crete de alk i I I ji planEing ---- raised plant area r C9 N' E W G A,' R A neVIT 10 cone etc FINISH FLOOR r (.0 apro 'ECFV. 97.00 ------- C) ----- V-DRIFY io -- fiti--concre e ---'X 00 pat o area Crj 10 14-04 C!'iD co Ci iron fenceP. P— C", % -Vd WI 0 C4 Cq ----------------- new curb cut at new drive 1 0 T H S T R E E T SITE PLAN SCALE: I" = 10'-011 cr) Cd 7L 0 . 4;z� BENCH TOP OF S 100.00, 01'. new co rete pfdewalk'. planting area N Zcp CIS 'e FS W plan Ing 0 are .5 � K� exis Ing rbckw rk re Pve. Igor 7 11 Ci L6 u7 CQ I FIG CARADINE C A R A D I N E NOV 18, 1997 & COMPANY, INC. P-OBOX 190 GARAGE STUDIO 'Lev "198 LUTLE HOCK, AR 72203-0190 IC (501� 372-4149 FAX (501) 372-4223 CA RAIN 1001 CUMBERLAND LITTLE ROCK, AR 1 f � I C� • F7 F� O U G k a� a a 0 0 0 Mm W E X 1 S T P N G ` H O U S E � I existing flence Ito be r oved new ; c nc ctc -- in side alk I Ci p41 lanting . (------ °.° raised plant area K0 K E W �- �:.— I G A: R new conetete FINISH FLOOR' agra ELEV. 97.00 ------- f RI F Y ----- ne concrc e — c LO 1 m pat o area C) I i � 14'_0-'------ m o f cr — ---i� planting area BENCH TOP OF 100,00' +1 0 planting area M n n CD m CIS {vim _'G 4 W (.. 1 c Q plan Ing - are v j 41 -X o, E e, j exialing rb ck;v �rk re ov Ci ri - _ °° r-16 C A R A D I N E GARAGE / STUDIO NOV 18, 1997 -rev / N 140.0' PL - P. P. kx. ` ew n fenc k�ric iers ! T CID (6 °k, � s � �{. .... n 0 r. �,., �.? ��aa, Ly N eS C�1 f0 � 2, S[3 If1 lS7i --- _ new curb cut at new drive 1 0 T H S T R E E T N SITE PLAN SCALE: 1" = 10'-0" new evergreen hedge cc ti ba c>! P. S U w 0 0 o a m I I � s s ew co I rete videwsllk`. O CARADINE & COMPANY, INC. C A R A D I N E GARAGE / STUDIO NOV 18, 1997 -rev / E P.o. eox Iso LITTLE ROCK, AR 72203-0190 1001 C OFFICE (501) 372-4109 FAX (501) 372-4223 CUMBERLAND LITTLE ROCK, AR 4Q 0' P N A new evergreen hedge 1 „ � � w �CtiU xCd r, H o p+ ++ u � Q V Liz 4,planting area bb M1 E X I S T I N G a ►-a o 0 H O U S E 0)I r..� I existing en CC I to be re oved �! new c naete 1 iri side alk• N 1 pfantfng -------i raised plant area `1 r� BENCH 1 I TOP OF 1p 100.00' Ni E W G AI R p E, LO planting area N a 21 — '4 new i I i Ftp concrete ; FINISH FLOOR' ; i -- - (6 apr❑ ; ELEV. 97.00 {-----VE'RIFY _ newt. concre c r C +-------� 00 patio area m ' ' N 1-- rti N140.0' PL as a7 yrs co co m f(�% °' °7• ew 1 fence brit Iers 4m I °7 P.P. 7: Kul Z ffol enc� �F�rlck Dase to 1-6 new curb cut at new drive 1 0 T H S T R E E T kw SITE PLAN SCALE: 1" = 10'-0" ❑ U F'. , r. O I H 1 z ti Cd Cd to �3 I q ' a q m ( 5 i aki �^I new co rete idew lk QQ ` X10 fi L7 plan Ing r p are R h exis Ing r 7rk rc aved (D � /f CARADINE CAR-�kbINE 18, 1997 & COMPANY, INC. P_O- BOX 190 GARAGE / STUDIO RQARADINIE LITTLE ROCK, AR 72203-0190 OFFICE (601) 972-1199 FAX (501) 372-4223 1001 CUMBERLAND LITTLE ROCK, AR I C - Precaste concrete cap --Iron fence Brick ppier w/ 1" inset S" wide Line of sidewalk Concrete footing FENCE DETAILS new iron fence w/ brick piers 3';, vs 2' D� 11 E X I01 G U S� EI iron gate 1 0 T H 10TH STREET ELEVATION new iron fence on brick base S T R E E T CARADINE & COMPANY, INC. P.O. BOX 190 LrrTLE ROCK, AR 72203.0100 OFFICE (501) 372.4109 ARABIN FAX (601) $72-4223 new iron fence beyond CARADINE GARAGE / STUDIO 1001 CUMBERLAND LITTLE ROCK, AR FEB 10, 1997 C-2 I N 2'-0" i Ka 32'-0" 18'-0" FOUNDATION PLAN SCALE: 1/4" = l'-0" "L" SHAPE SPLIT -FACE] CONCRETE BLOCK + I SPLIT -FACE CONCRETE BLOCK 8" BLOCK JOINT REINFORCEMENT C TYPICAL- 1 l 4" CONCRETE SLAB 6X6 10/10 WWM 6 MIL VAPOR BARRIER III+V�-ffj I11 4" DRAINAGE FILL ! 1" X 24" CONT. RIGID INSULATION BOARD 8" C M U FOUNDATION Te __� BLOCK Ll f +) ' 11��ii1 � 1 - #5 ® 16" 0. C. 2 4 L 2'-0„77 8.. 1 - #3 @ 24" 0. C. 4 - #5's CONTINUOUS TYPICAL EXTERIOR SCALE. 3/4 = 1'-0" 6X6 10/10 WWM CONTROL JOINT (CJ) - WHERE SHOWN 00 V 1 - #3 TIE @ 24" O.C. 1 _0 2 - #5's CONTINUOUS INTERIOR WALL SCALE. 3/4 = 1'-0" CARADINE &COMPANY, INC. F.O. BOX ISO LR ROCK. 72209-0700 OFFICE (601) 372-4199 (50 372-4223 CARSTUDIO ADINE 1001 CUMBERLAND LITTLE ROCK, AR FEB 10, 1997 S-1 CARADINEFAX 0 32'-0" 9'-0"wide x 8'-0 high 4 I 118'-0"wide x 8'-0 high overhead doors — I I k I I 1 I I I I I I fRemote door� �� Remote door + Operator I I .)Operator ! I I L — — — — — — — — J L — — — — — — — - - —. — J 90 I C I I I I I O H L I I I ��I TWO -2'4"x5'-0" 12'-0" Hode Bibb WP GFI I Remote door Operator I I 1 I ! I I I I �8'=0"wide x 8'-0 high I _F 12'-0" — GARAGE FLOOR FLAN SCALE: 1/4" = 1'-0" 2'-0" Hose _j Bibb 3'0"x6'8" M 2' 6"x 5' 0" 5 1/2" TYPICAL 8'-0" M FI SHINGLES TO MATCH EXISTING HOUSE PAINTED WOOD TRIM - MATCH HOUSE - TYPICAL HARDBOARD SIDING WITH BATTENS WEST ELEVATION SCALE: 1/8" = 1'-0" --MATCH EXISTING WIDOWS WALK - SHINGLES TO MATCH EXISTING HOUSE -PAINTED WOOD TRIM - MATCH HOUSE - TYPICAL HARDBOARD SIDING WITH BATTENS WOOD FRAME WINDOWS W/ INSULATED GLASS - TYPICAL SPLIT -FACE CONCRETE BLOCK SOUTH, ELEVATION SCALE: 1/8" = 1'-0" CARADINE &COMPANY, INC. CARADINE GARAGE STUDIO / NOV 18, 1997 P.O. BOX 199 LITTLE ROCK, 72203.0199N � A-1 RADINE,.GA.F"X"°)97P-`=3 OFFICE 1s99 +w+ r2- 10 01 CUMBERLAND LITTLE ROCK, AR I 4'-O"x3'4" fixed 7'-O"x3'4" fixed 4'-0"x3'4" fixed KNEE WALL a w wSLOPED m / x CEILING in \ \ I FLAT \ 11'-O"+/- CEILING / AN P16'x - 00 / I f \ air �,x6, 8„ L_—J � L__J \ 0' I 0\ N oo � ,. i 4 rane IH AC N l,C v W/ood I SLOPED 7—p , p CE�,LING I E I G 4 4'-8" 3 /2„ G I 7'-0" d ao iCEILIN4 FLAT '-6" CEILING aLOPED SLOPED CEILING CEILING 5' KNEE WALL ¢ 5'-0" kneeb w II .� GZI 4d" 36" u.c. 12'-0" GI�I ref. F 61_0" m m N 2ND FLOOR STUDIO PLAN SCALE: 1/2" = 1'-0" .OPE 0 BUILDING SECTION SCALE: 1/4" = 1'-0" Le EAST ELEVATION SCALE: 1/4" = 1'-0" SHINGLES TO MATCH EXISTING HOUSE PAINTED WOOD TRIM -MATCH HOUSE - TYPICAI HARDBOARD SIDING WITH BATTENS WOOD FRAME WINDOWS W/ INSULATED GLASS - TYPICAL INSULATED METAL DOORS CARADINE COMPANY, INC. C A R A D I N E GARAGE / STUDIO NOV 18, 1997 P.O. BOX too LITRE HOCK, �»°9.°,s°10O1 OF OFFICE 01) 2.422M-4199 FAX (501) $72-4223 CUMBERLANDIII LITTLE ROCK, AR A-2 AR IN SHINGLES TO 'MATCH EXISTING HOUSE --- __ PAINTED WOOD TRIM - MATCH HOUSE - TYPICAL CONTINUOUS SOFF VENT -- HARDBOARD SIDING WITH BATTENS OVER 1/2" INSULATING SHEATHING - -- - MATCH WINDOW TRIM DETAIL OF EXISTING HOUSE - WOOD FRAME WINDOWS W/ INSULATED GLASS - TYPICAL SPLIT -FACE CONCRETE BLOCK SEE STRUCTUR.A FOR FOUNDATIO DETAILS 5/8" PLYWOOD DECKING R-30 FIBERGLASS INSULATION 2 X 10'S ® 24" 0. C. O Ln 3/4" PLYWOOD W/ 5/8" PLYWOOD UNDERLAYMENT VERIFY BASE & FLOOR FINISHES FLOOR TRUSSES VERIFY DEPTH 5/8" GYPSUM BOARD ALL CEILINGS - 2 X 6'S ® 16" 0. C. TYPICAL - WITH 1/2" GYPSUM BOARD & 6" R-19 FIBERGLASS BATT INSULATION 4" WOOD BASE -SEALED CONCRETE SLA SHINGLE COVERED HIP AND RIDGE VENTS CONTINUOUS 1/411 BUILDING SECTION ID33= SCALE: 1/4" = P-0" 1/211 SCALE: WALL SECTION 1/2" = P-0" CARADINE C A R A D I N E & COMPANY, Y, INC. PA eox 90 GARAGE STUDIO TUDIO "s= 722-09a OFFICE (501) 972-/ 1001 CUMBERLAND FAX (501) 972•/229 LITTLE ROCK, AR FEB 10, 1997 A-3 FOUNDATION NOTES I. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION. 2. REINFORCING STEEL SHALL BE NEW AND ALL BARS OVER #2 SHALL BE DEFORMED. 3. WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, LAP BARS 36 -BAR DIMENSIONS OR 24 -BAR DIAMETERS AT TENSION OR COMPRESSION SPLICES RESPECTIVELY (12" MINIMUM) 4. PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE. 5. CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT AT SURFACES WHICH WILL BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND SHALL BE 3" MINIMUM. PROVIDE 3" COVER BELOW AND AT ENDS OF FOOTING BARS. 6. LOCATIONS AND SIZES OF OPENINGS. SLEEVES. ETC.. REQUIRED FOR OTHER TRADE MUST BE VERIFIVD BY THESE TRADES BEFORE PLACING CONCRETE. 7. CONCRETE: Fc = 3000 PSI. STEEL: Fy = 60 KSI. 8. FOUNDATION DESIGN ASSUMES AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSI. A QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO INSPECT SOIL CONDITIO14S PRIOR TO PLACEMENT OF FOOTINGS. IF SOILS ENCOUNTERED ARE NOT CAPABLE OF SUPPORTING 2000 PSI CONSULT ARCHITECT ENCOUNTERED ARE NOIMMEDIATELY; HALT FOUNDATION WORK. 9. THE CONTRACTOR SHALL VERIFY EXISTING SOIL CONDITIONS AND ADJUST BLOCK HEIGHT FOR FOOTING TO BEAR ON SUITABLE EXISTING SOILS. CARADINE, C A R A D I N E & COMPANY, ,.NC. F.O. sox its GARAGE / STUDIO LIME AR 7220120 OFFICE 0 1)0/3 1001 CUMBERLAND F"(501)E72iZ2:3 LITTLE ROCK, AR FEB 10, 1997 S-2