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Home My WebLink AboutHDC1997-014 Letter To Members Of The Little Rock Board Of Adjustment From Anne Guthrie HPACity of Little Rock Department of Housing & Neighborhood Programs Historic Preservation 615 West Markham, Suite 100, Little Rock, Arkansas 72201 Phone 501-224-5420, Fax 501-399-3461 MEMORANDUM TO: Charles Toland, Permits Administrator FROM: V. Anne Guthrie, Historic Preservation Administrator DATE: 30 September 1998 SUBJECT: Permit for 1001 Cumberland This memo serves as administrative approval from the Little Rock Historic District Commission allowing the property owner of 1001 Cumberland (located within the MacArthur Park Historic District) permission to obtain a building permit. I understand that the permit is for the construction of a garage. This was approved by the LRHDC on 20 February 1997; a Certificate of Appropriateness (COA) was issued for its construction (a copy of which is attached). As such, and meeting all city, building and health regulations, the application for a building permit should be approved. Attachment If.sl.r.{.y vac•. ! 1 I •i r j j, r• �� r' ca nu ri e.t+ns & T I S I T SOUTH ELEVATION :z.r-AL.F 1/8- = 1--D- f., T I I I sr .fir 'F'p j I . j 'Z_ WEST ELEVATION (CUMBERLAND S"YREEYJ GALE � TAN-23-97 THU 17:11 APCHITECTURE INNOVATIONS 501 37222161 P.05 N w SECTTON AST ELEVATION (ALLEY) SC IL^,, i i 3' - ', '-0' ,1 �• -� fit?: Ii �_ i i is o GARAGE ENTRY _FLOOR PLAN SCAL E 1/b- _ , o' — — .12 of SECOND FLOOR STUDIO `•-_g 1/2- -- -> co N a) 00 new evergreen hedge planting area E X I S T I N G a a H O U S E existing f nee �to be re oved f ~f neiv �onrrete Ydcv)alk 1 I I nting area-------------------- , T{ raised j � planting 67 j N E W ai4nj area o G A R A G E '' „• planting area �.. new , ' ' I Y 00 1T concrete ; FINISH FLOOR 4 apron r ELEV. 97.00 ' VERIFY _ . _� _ - L1C C4IlC1'C � 1 I pat Jo area a � , 1 C> 14•_0 1 I I � F fC rn — N 140.0' PL °�° ai o ___ A O7 m °— eW ir❑ fens / briC sera °� P.P. \ _ new�o a ence r c ase c CC l new curb cut at new drive 1 0 T H S T R E E T TN"-1 SITE PLAN SCALE: 1" = 20'-0" 0. BENCH TOP OF 100.001. *new co rete Sidewalk r� 0 U � � planting are 4 1 U v-- nr4� F7----- 0 f N1z - - - z -1E - nr7 exis Ing r ckw rk re oved- 0o is r7 o Cq s. El 0 CARADINE CARADINE FEB 10, 1997 & COMPANY, INC. P-O. BOX 190 GARAGE STUDIO LITTLEA ROCK, 7220-0190 10 01 C U M B E R L A N D OFFICE 1) 372. 1 OF 9 FAX (501) 372•4223 LITTLE ROCK, AR Precaste concrete cap Iron fence Brick per w/ F inset 8" wide Line of sidewalk Concrete footing 2'- s u re 3"�0" � pieFs FENCE DETAILS TZO� " @ wjzl Iron gate new iron fence w/ brick piers E 101 G U S1 E 1 0 T H 10TH STREET ELEVATION new iron fence beyond new iron fence on brick base S T R E E T CARADINE C A R A D I N E FEB 10, 1997 & COMPANY, INC. GARAGE ! STUDIO P.o. eox 1eo / LRTLE ROCK, AR 72219-0"00 99 1001 C U M B E R L A N DC-2 OFFlCE (901) 3- 225 CAR DIN FAX (601) 97P-4229 LITTLE ROCK, AR F H L 32'-0" 2'-0" �� 2'-0"� J GARAGE FLOOR. FLAN SCALE: 1/4" = 1'-0" 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 "EST ELEVATION SCALE: 1/8" = P-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" CAAADINE & COMPANY, INC. C A R A D I N E GARAGE / STUDIO FEB 10, 1997 lAR11N P.O. 190 LITTLE "°°X. AR 72298-°"` OFFICEE (691) 972-419y 1001 C U M B E R L A N D A-1 I Q FAX (5"972.4Z" LITTLE ROCK, AR 4'-0"x3'4" fixed 7'-0"x3'4" fixed 4'-0"x3'4" fixed 5' KNEE 11VALL r d W , Z SLOPED 00 x CEILING \ \ I FLAT CEILING AN 1 I cv Pair I I ,6, x 00 ] / I I \ air k L _ _ J \ ' x6' 8" N 48" I IH AC 1 N �C �` F AT 8'-6" CEILING i SLOPED GFI } 7'- , ' CEILING 1 CE I ,_8„ 3 „ 7L / 2„ 42'O R ILING JCEILIN -GLOPED SLO iS� e. CEILING CEILING OPEN TO ref 5 KNEE WALL 5'-0" kne w 11 - ENTRY BELOW f 12'-0" 8'-011 K 2ND FLOOR STUDIO PLAN SCALE: 1/4" = 1'-0" SHINGLES TO MATCH EXISTIN( HOUSE PAINTED WOOD TRIM - MATCH HOUSE - TYPICA HARDBOARD SIDING WITH BATTENS WOOD FRAME WINDOWS W/ INSULATED GLASS - TYPICA] INSULATED METAL DOORS 01 EAST ELEVATION 101 SCALE: 1/8" = 1'-0" .OPE BUILDING SECTION SCALE: 1/8" = 1'-0" CARADINE C A R A D I N E FEB 10, 1997 & COMPANY, INC. P.O. BOX 190 GARAGE / STUDIO LITTLE I72203-D190 OFFICE CE (s (50l) 1) 372-4190 1001 C U M B E R L A N DA-2 FAX (501) 972-422S LITTLE ROCK, AR 5HINujlhb "1 V MATCH EXISTING HOUSE 5/8" PLYWOOD DECKING SHINGLE COVERED HIP AND RIDGE VENTS CONTINUOUS PAINTED WOOD / TRIM - MATCH HOUSE - TYPICAL R-30 FIBERGLASS INSULATION -30 IBERGLASS INSULATION - T IC ti 2 X 10'S ® 24" O.C. r CONTINUOUS SOFFIT _ r r 5/8" GYP BD ® ALL CEILINGS VENT O f r 1/2" GYP BD ® WALLS ti to HVAC — 3/4" PLYWOOD W/ 5/8" PLYWOOD UNDERLAYMENT VERIFY BASE & FLOOR r r c: FINISHES � 1 ( HARDBOARD S TTEDING ITH _ _ _) CD j OVER 1/2" k S T LT 10 INSULATING in SHEATHING FLOOR TRUSSES VERIFY DEPTH ) MATCH WINDOW TRIM DETAIL OF 5/8" GYPSUM BOARD + EXISTING HOUSE —'ALL CEILINGS FLOOR TRUSSES - VERIFY DEPTH & SPACING O ( WOOD FRAME G A R A E WINDOWS W/ INSULATED ' GLASS - T.YPICAL � SPLIT -FACE CONCRETE BLOCK SEE STRUCTURA FOR FOUNDATIO] DETAILS 2 X &'S @ 16" O.C. - TYPICAL - WITH 1/2" I I GYPSUM BOARD & SEE STRUCTURAL 6" R-19 FIBERGLASS - FOR FOUNDATION ]3ATT INSULATION ) 1 r DETAILS 4" WOOD BASE •-�� N SEALED CONCRETE SLAB 1/4" BUILDING SECTION SCALE: 1/4" = 1'-0" 1/2" ALL SECTION SCALE: 1/2" = 1'-0" 12 ROOF SLOPE 9 l � I p I I I I 1 1 I I CARADINE C A R A D I N E & COMPANY, INC. GARAGE / STUDIO P.O. sox roa -0190 U F ROCAR 72209 OFFICE (S01) 9724199 1001 C U M B E R L A N D FAX (501) 372.4223 LITTLE ROCK, AR = =d" FEB 10, 1997 A-3 2'-0" . 9'-0" 1 32'-0" "L" SHAPE SPLIT -FACE] CONCRETE BLOCK ,-Olt18'-O" 2'-0" l ----4" THICK 3000. P.S.I. CONCRETE SLAB W/ 6X6 10/10 W W FABRIC OVER 6 MIL VISQUE-EN VAPOR BARRIER AND 4" DRAINAGE FILL I 2 "L" 51-IA'PE SPLIT -FACE CONCRETE BLOCK --� i 12'-011 FOUNDATION FLAN SCALE: 1/4" = 1'-0" 4" CONCRETE SLAB 6X6 10/10 W WM 1 SPLIT -FACE I CONCRETE BLOCK 1 8" BLOCK JOINT REINFO1tCEMENT TYPICAL `� 6 MIL VAPOR BARRIER 4" DRAINAGE FILL 1" X 24" CONT. RIGID INSULATION BOARD 8" C M U FOUNDATION BLOCK 24 � 1 - #5 ® 16" O.C. 8" 1 2-O 1-#3®24"O.C. 4 - #5's CONTINUOUS TYPICAL EXTERIOR 1 SCALE: 3/4" = 1'-0" f l 6X6 10/10 WWM 1 CONTROL JOINT (CJ) `WHERE SHOWN `f VISQUEEN 1 #3 TIE @ 24" O.C. 2 - #5's CONTINUOUS INTERIOR WALL SCALE: 3/4 = 1 -0 CARADINE C A R A D I N E FEB 10, 1997 & COMPANY, INC. GARAGE / S T U D I O LITTLE 72209-0180 1001 C U M B E R L A N D OFFICE ICE (5 (501) 1) 972-4199 CARADIN FAX (501) 972-4229 LITTLE ROCK, AR FOUNDATION NOTES 1. 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 VERIFIED 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 CONDITIONS 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. CARAUINE: & COMPANY, ..NC. C A R A D I N E GARAGE / STUDIO FEB 10, 1997 jRA P.O. BOX Nourns soot, wA 722o/s-oleo S-2 1N OFFICE (5aQ a7&4f.19, FAX 1501)a72422.7 I I 10O1 CUMBERLAND LITTLE ROCK, AR