Loading...
HomeMy Public PortalAbout06-0149 Hodge_2of2NORTH "NO 1V- RAMP DOWN RAMP DOWN NEW 36" x 36" WINDOW 12' -0" z 20' -0" DECK 5' -0" x V-10° COUNTER NEW 11' -0" LAUNDRY ROOM FOLD DOWN IRONING BOARD I-1 EXISTING SUN ROOM ELECTRICAL PANEL NEW 24" POCKET DOOR J C NEW 24" POCKET DOOR NEW x 5' -1" BAT M NEW WALK -IN CLOSET SHELVES EW 60° FR CH DOOR 30" DOOR 30" PO KET D00' EXISTING DINING AREA NEW KITCHEN DESIG BY OTHERS NEW CLOSET NEW 36" DOOR NEW TOILET EXISTING BATHROOM NEW L SINK NEW BATHR00 NEW 30" DOOR NEW 11' -4" x 19. -3" BEDROOM 30° DOOR EXISTING LMNG ROOM y DEMOLISH EXISTING WALLS AND DOORS NEW 11' -4" x 26' -5" MASTER BEDROOM EXISTING 10' -0° z 9' -10" BEDROOM NEW 80" x 60" WINDOW NEW 80" x 60" WINDOW Eve co re to an, re as All Plumbing Installations must comply with The International Plumbing Code 2c_Edition and State of Georgia Amendments ALL CONSTRUCTION MUST COMPLY WITH THE SSTD io •94 AND THE IRC ONE ANDTWO FAMILY DWELLING CODE aczo EDITION AND STATE OF GEORGIA AMENDMENTS d Set of Plans Must 'An ppprov Job Site at All Times" emain on Chatham County REVIEW FOR CODE COMPLIANCE effort has been made to identify violations, no oversight by the fewer shall be construed as authority iolate, cancel, alter or set aside applicable codes or ordinances. The sew and permit should not be construed warranty or guarantee.. sewed By Date 13-CO-c<0 EMERGENCY ESCAPE AND RESCUE OPENINGS IRC SECT. 310 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT EXCEPT GRADE FLOOR OPENING SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. 55. -3" GENERAL NOTES LIGHT LINES ARE EXISTING STRUCTURE. DASHED LINES ARE WALLS TO BE DEMOLISHED HEAVE LINES ARE NEW CONSTRUCTION. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE 2000, AND THE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10 -99 ALL NEW WINDOWS SHALL BE HURRICANE GRADE DP 45 OR GREATER INTERIOR WINDOW AND DOOR TRIM SHALL MATCH THE EXISTING TRIM UNLESS OTHERWISE NOTED. INTERIOR WALL AND FLOOR FINISHES SHALL BE SELECTED BY THE OWNER FRAMING NOTE: SEE DETAILS 1 THRU 4 ON SHEET A2 FOR ALL HURRICANE CODE CORNER, DOOR AND WINDOW OPENING FRAMING TOLE: HODGE HOUSE ADDITION FLOOR PLAN NOTE CLOUD NL WYSINS, DENIBY 6151 WJICIID ■NO NLWBER WANE ONLY 0000 BFEOXE NEXT REASON. DRAWN BY: DRAFTING SERVICES OWNER: BRUCE 8, BETTY HODGE LAST DATE REVISED FEBRUARY 2, 2006 CADD FILE: AI DWG 5S,F0 FOR CONSTRUCTION DATE AREA/ / 0001 uxE 3/8 " =1' -0" DRAWING No. Al A HEADER STUDS ROOF FRAMING (EXISTING) SIMPSON SP4, SP6 DOUBLE TOP PLATE H7 HURRICANE TIE SIMPSON HD5A Jr CRIPPLE STUD HEADER ,NO UPLI CONNECTOR REQUIRED TYPICAL CONNECTORS REQUIRED SIMPSON C518 Oil LSTA36 FULL LENGTH WALL STUDS 2X4 STUD WALL 4. SSTB16 DETAIL SCALE: 3/4 "= 1' -0" DETAIL PHD5 SIMPSON HOLD DOWN (3) 2X4 STUD WALL WINDOW Hurricane Straps Required on each rafter SIMPSON HD5A ANCHOR BOLT Y2" SPACING ALLOWS HOLD DOWN INSTALLATION SIMPSON PHD5 HOLD DOWN 2X4 STUD WALL Y2" SPACING ALLOWS HOLD DOWN INSTALLATION PHD5 SIMPSON HOLD DOWN (EXTEND THREADER ROD TO PHD5 ON SECOND FLOOR) FACE OF PIER DETAIL SCALE: 3/4 " =1' -0" END WALL CORNER STUD 2 -16d NAILS MIN. © 6" O.C. END WALL FACE OF PIER 7 DETAIL 2x6 CORNER 2 -16d NAILS MIN. ® 6" 0.C. 16 "X16" CMU PIER BELOW ALL CONSTRL._ A ION MUST COMPLY WITH THE SSTD ∎o •" AND THE IRC ONE AND TWO FAMILY DWELLING CODE 2 EDITION AND STATE OF GEORGIA AMENDMENTS All Insulations must comply with The Georgia State Energy Code Edition and State of Georgia Amendments EXTEi110R WALL FRAMING RC SECT. R602 AND SSTD 10 -99 SECT, 305. THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING & ROOF DECKING) 15/32 INCHES. EXTERIOR SHEAR WALLS SSTD 10 -99 SECT. 305.4.3 Windows and doors shall not be installed near corners within 27 inches for 8 feet wall height and 34 Inches for 10 feet wall height. Double studs at each end. ANCHOR BOLTS .11C SECT. R403.1 AND SSTD 10-99 SECT. 303 BOLTS SHALL BE 10 INCHES LONG, 5/8 INCH IN DIAMETER WITH A 3X3 INCH WASHER 1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. STUD NOTE: CLOUD ALL REASONS, DEMONS WITH DWIOND AND NIT SER. RE ONLY CLOUD BEFORE NEXT REYS0 DRAWN BY: DRAFTING SERVICES OWNER: BRUCE & BETTY HEDGE LAST DATE REVISED CADD FILE: n,L HODGE HOUSE ADDITION DETAILS SUED FOR CONS-FR.110 u W / .roOI ORAN. No. ISSUE GwE A2 A FEBRUARY 21, 2006 AS DWG 3/8 " =1' -0" NORTH W Tv CABINET EXISTING SUN ROOM COSTING DINING AREA B SON° LMNG ROOM EXISTING KITCHEN AREA 11 RAMP DOWN RAMP DOWN 12' -0• x 20' -0" DECK I -I 1\k IIIIIIIIIII I I II NEW WALK - -0N CLOScI co ED EXISTING BATHROOM 0 EXISTING CLOSET COSTING 10' —D" x B' -10" BEDROOM ELECTRICAL LEGEND SWITCH • 18" AFF 220 V W.P. WATERPROOF TM1 GROUND FAULT INTERRUPTER OS SMOKE DETECTOR ▪ WATERPROOF FIXTURE [� 4" RECESSED CAN LIGHT EXHAUST FAN 4 3 WAY 3 WAY DIMMER ■ I 54" WIDE CEILING / FAN w/UGHT All Electrical Installations must comply with The National Electric Code •5 Edition and State of Georgia Amendments ARC -FAULT CIRCUIT INTERRUPTER PROTECTION 2ra'5 NEC 210-12 DWELLING UNIT BEDROOMS, ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLTS, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERUPTER(S) LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ' 3 j7I SM�o y D IECTpRS e o nggtg c batten) Located a, $ h sleeping 18 T r G rote s 1 n required for receptacles ec e t o btn garages, rag e s, outdoors, and a ong K rtchet counter -tops. NOTE CLOUD ALL REVISIONS, IDENTIFY ON DAMOND AND NUMBER. REM ONLY CLOUD BEFORE Naa.T REYDS!ON. DRAWN BY: DRAFTING SERVICES OWNER: BRUCE I BETTY HODGE LAST DATE REVISED CADD FILE: FEBRUARY 21, 2006 ELDVG HODGE HOUSE ADDITION ELECTRICAL PLAN AREA/ / JOB/ SGALE 3/8 " =1-O" DRAWING No. El ISSUE A NEW 11• -0• x 4• -6- LAUNDRY ROOM DETAIL 1'- 0'- li-111 11R lir B -0• DETAIL 12-0 • x 20• -0• DECK ATTACH DECK LEDGER PLATE TO EXISTING FOUNDATION B' DIE x 6' . •RED WTTH H S 'ANCHORS LG 2• -0. O.C. NEW 11• -4• x 19• -3' BEDROOM EXISTING DRNEWAY NEW 1 1/2• FIBER REINF. CONCRETE SLAB TO MATCH ADJACENT FLOOR ELEVATION 12•-0• EXISTING SLAB NEW FOUNDATION PLAN EXSTING MASONRY WALL EXISTING SLAB \///\//\/ /\ / \ / /\ / /\ / /` / / \ //\ / /\, \\ \ / \\ /% \j \ \j // N \ DUSTING FOOTING SECTION O SCALE: 3/4•=1' -0• 0 MONOLITHIC Slt., ON GRADE IRC SECT R 403 AND SSTD 10 -99 TABLE 303d. MINIMUM FOOTING THICKNESS 20" AND 12" -16" WIDE WITH 2 #5 REBAR ANCHOR BOLTS IRC SECT. R403.1 AND SSTD 10 -99 SECT. 303 BOLTS SHALL BE 10 INCHES LONG, 5/8 INCH IN DIAMETER WITH A 3X3 INCH WASHER 1/8 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER COMPACTED RAMP STRINGER SIMPSON LCB66 SET IN GROUT 5 1/2• GRADE (4) No. 4 REINF. BARS VERTICAL SOIL J SQUARE END VIEW ALL CONSTRUCT I MUST COMPLY WITH THE SSTD ID •9R ANDTHE IRC ONE AND TWO FAMILY DWELLING CODE 20gp EDITION AND STATE OF GEORGIA AMENDMENTS FOOTINGS IRC SECT. R403 AND SSTD 10 -99 SECT. 303. MINIMUM FOOTING 20 INCHES WIDE BY 10 INCHES THICK WITH TWO NO. 5 REBAR., THE BOTTOM OF THE FOOTING MUST A MINIMUM OF ? INCHES BELOW FINAL GRAM �c (2) No. 4 REINF. BARS HORZLZONTAL SPACE BELOW FLOOD ELEVATION (AE - Lone) Hydrostatic ventT required to relieve water pressure in enclosed space below flood elevation. 1 square inch of vent required for each 1 square toot of floor area. Bottom of vent must be within 1 foot of the grade elevation. Vents must be placed in opposite walls to permit water to flow. EXISTING MASONRY WALL 5.4 6' SLAB w/WELDED WIRE REIN . • \ / / \ \ �� \ / / \ //\ / /\ $5 RE AN 3 TIES RAN O 1' D -0. O.C. / REBAR SECTION Og SCALE: 3/4•=1• -0- COSTING FOOTING 5 REBAR 0 2• -0' .C. XY GROUTID w /6O• EMBED (2) SIMPSON LCB66 SET IN GROUT 5 1/2- RAMP STRINGER HOLD -DOWN DETAIL 2 SCALE: 1' =1' -0' - -- (2) REQUIRED //. � /��/�'j,\/ FRONT VIEW 6x6• P.T. POST SIMPSON LCB66 SET IN GROUT 5 1/e GRADE COMPACTED SOIL SQUARE DETAIL SCALE: 1• =1 -0' (D (8) REQUIRED (4) No. 4 REINF. BARS VERTICAL (2) No. 4 REINF. BARS HORZIZONTAL ME 00B AL MAME, COMFY LLB DL61O NO NL6Ix. IONE OILY 6016 B:IOIE OCT EOM DRAWN BY: DRAFTING SERVICES OWNER: BRUCE & BETTY HODGE LAST DATE REVISED CADD FILE: FEBRUARY 2L 2006 F1,DVG HODGE HOUSE ADDITION FOUNDATION PLAN, SECTIONS & DETAIL: YID FOP msl,L,x I DUE »Of / JONII N U'1'15ll IMMO Y. F1 MIX A Eve] code revi to z any revi as Revj NORTH • - - - -� 11' -3}" NEW 36" x 36" WINDOW ALL CONSTRUCTION MUST COMPLY WITH THE SSTD (O 11 AND THE !IBC ONE AND TWO FAMILY Dli%./ELL11,13 CODE 20 EDITIO(N6 "x6" AND STATE OF GEORGIA AMENDMENTS DRYER WASH U ER 5' -0" x 1' -10" COUNTER NEW 11' -0" x 4' -B" LAUNDRY ROOM FOLD DOWN IRONING BOARD I— I ELECTRICAL PANEL / \, SHOWER NEW -9" x 5•_ BATHROOM NEW 4'- 0 "x6' -0" CLOSET NEW 30" POCKET DOOR NEW 24" DOOR NEW 24" POCKET J DOOR J NEW 11' -4" x 19' -3" BEDROOM NEW 80" x 60" WINDOW EXISTING SUN ROOM u NEW 38" CASED OPENING NEW 32" DOOR EXISTING DINING AREA EXISTING LIVING ROOM 6' -4 }" 6' -44" B P 12' -0" x 20' -0" 6" SLAB PORCH di 7 NEW KITCHEN DESIGN BY OTHERS NEW l TOILET L J EXISTING BATHROOM NEW SINK NEW 5'- 0 "x5' -0" CLOSET 24" POCKET DOOR NEW 36" DOOR /12 SIDE LIGHIS� B'- NEW 32" DOOR NEW 30" DOOR EXISTING 10' -0" x 9' -10" BEDROOM NEW 11' -4" X 26' -5" MASTER BEDROOM NEW 80" x 60" WINDOW 6'- Chatham County REVIEW FOR CODE COMPLIANCE effort has been made to identify violations, no oversight by the ewer shall be construed as authority iolate, cancel, alter or set aside applicable codes or ordinances. The ew and permit should not be construe6 . warranty or guarantee. ewed By, 4541. Date S' `T'o6 GENERAL NOTES LIGHT UNES ARE EXISTING STRUCTURE. DASHED LINES ARE WALLS TO BE DEMOLISHED HEAVY UNES ARE NEW CONSTRUCTION. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE 2000, AND THE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10 -99 ALL NEW WINDOWS SHALL BE HURRICANE GRADE DP 45 OR GREATER INTERIOR WINDOW AND DOOR TRIM SHALL MATCH THE EXISTING TRIM UNLESS OTHERWISE NOTED. INTERIOR WALL AND FLOOR FINISHES SHALL BE SELECTED BY THE OWNER FRAMING NOTE: SEE DETAILS 1 THRU 4 ON SHEET A2 FOR ALL HURRICANE CODE CORNER, DOOR AND WINDOW OPENING FRAMING TmE HODGE HOUSE ADDITION FLOOR PLAN REV. 1 - ADDED SLAB AND ROOF IN PLACE OF WOODEN DECK. ADDED SHOWER. RELOCATED SINK AND TOILET. RELOCATED CLOSET. REMOVED ORTH SIDE EXTERIOR DOOR. NOTE CLOW Al RiNSRIN5, IROREY M1TH WIMG D AND IJNXER. REMOVE ONLY CLOUD BEFDE EXT RENSOI. DRAWN BY: DRAFTING SERVICES TIWNRR• BRUCE 6 RATTY Hnnr.E LAST DATE REVISED CADD FILE: APRIL 23, 2006 A191.0WG ISSUED FOR CONSTRUCRON DATE AREA/ / JON CRANING No ISSUE 3/8 " =1' -0" Al 1 U I I 111 1 1111 I I'I1 -I1 71111 i- III1 111111rI I I I ICI 11 1 11 11 V I I I IiI 1 1 1 1 1 1iI I'I Lili�l� 1 1 1 1 I I_ 1 I I I 1 I I 1 1 1 1 1 1 1 1 I L 1 L I I I I L I I I II I I L 1 I I II 11 I'I'I'1'II II 11111 I,1 1 IIJ�I�IIIIIIIIIIIL11111' ]I I I I I—I I IIL I I I L 1 L I 1.1.1 O ❑ ❑ I 1 FRONT ELEVATION I I I 1 1 1 V I I I 1,1 I l l 1 I I I L I 1 1 I I I 11 1 1 LI I I 111111 I 1 1 1 1 1 17111111111111111 I I I 1 11 I 1 1 1 I REAR ELEVATION ALL CONSTRUCTION MUST COMPLY WITH THE SSTD lD -Tf AND THE IRC ONE AND TWO FAMILY DWELLING CODE 2,0o EDITION AND STATE OF GEORGIA AMENDMENTS NOM CLOUD ILL IEN5101I5, IRENITY IOU MO MINEN. NEiq',E ONLY CLOUD KFONE NCR DRAWN BY: DRAFTING SERVICES OWNER: BRUCE & BETTY BODGE LAST DATE REVISED CADD FILE: APRIL 26, 2006 A3.DWG HODGE HOUSE ADDITION ELEVATIONS *WAD MD CONSTRUED. DATE No 3/8 " =1' -0" CRANING N,. A3 ISSUE NORTH 12 4 12 N N ALL CONSTRUCTION MUST COMPLY WITH THE SSTD 10 • 4NDTHE IRC ONE ANDTWO FAMILY DWELLING CODE 242*e EDITION AND STATE OF GEORGIA AMENDMENTS HODGE HOUSE ADDITION ROOF PLAN NOTE: CLOUD ALL FENSIONS, IOENTFY WITH DIMOND MO WIRER. REMOVE ONLY CLOUD BECORE NEXT RF/SION. DRAWN BY: DRAFTING SERVICES OWNER: BRUCE & BETTY HODGE LAST RATS RRVISFD I cAnn PUP, ISSUED FOR CONSIRUCTION DATE a� / 4E4 SCALE DFAWMIG No. ISSUE A4- A APRIL 25, 2006 24.BW 3/8 " =I'- ASPHALT SHINGLE ROOFING ON 15Ib FELT 1 /2 "CDX PLYWOOD SIMPSON MTS12 HURRICANE STRAP EACH JOIST & RAFTER. 3" WHITE ALUM. EVE DRIP WHITE ALUM. FASCIA WRAP VINYL SOFFIT 2X4 (4) 4' O.C. • v <'��ca N avea r ea �C �e 12 4 ROOF FRAMING !RC SECT. 802 AND SSTD 10 -89 SECT. 182 AND 307 ALLOWED ROOF SLOPES ARE 2/12.7/12 FOR WOOD WALL CONSTRUCTION. ALL HOLES IN HOLD DOWNS TO BE FILLED USING MANUFACTURER'S NAILS. 2 J2 2x9 JOISTS CO 16" O.C. i 1/2" F 1 1 1 PLYWOOD �` r` (2) 2x4 TOP PLATE -2k12- SIMPSON POST CAP BC4R PAINT TOP MATCH SECTION SCALE: 3/4 " =1' -0" ALL CONSTRUCTION MUST COMPLY WITH THE SSTD (c" -4P? AND THE IRC ONE AND TWO FAMILY DWELLING CODE 20 EDITION AND STATE OF GEORGIA AMENDMENTS NOTE: CUM Pa RENSION% IDENTIFY Nf1H °MONO /NB NUMBER. REINM ONLY aaro BEFORE NEXT RENSION. DRAWN BY: DRAFTING SERVICES OWNER: BRUCE & BETTY HODGE LAST DATE REVISED APRIL 26, 2006 CADD FILE: A5.DWG HODGE HOUSE ADDITION SECTIONS rswm FOR CONSTRUCTION alE •NU/ / JIB/ ORAVNG Na. ISSUE 3/4"=r-0" A5 A NORTH NEW 1 1/2" FIBER REINF. CONCRETE SLAB TO MATCH ADJACENT FLOOR ELEVATION NEW 11••0" N 4' —B" LAUNDRY ROOM NEW 11' -4" x 19' -3" BEDROOM WWASTING MASONRY LL �I NEW 12' -0" z 20' -0" PORCH EX EX STING SLAB SECTION A SCALE: 3/4 " =1' -0" EXISTING FOOTING EXISTING SLAB EXISTING MASONRY WALL 6" SLAB w /WELDED - WIRE REINF. 6" / / \�\ /� \// #5 REBAR AND #3 TIES 0 1' -0" O.C. #5 REBAR SECTION g SCALE: 3/4 " =1' -0" EXISTING FOOTING #5 REBAR B 2' -0" O.C. EPDXY GROUTED w /6" EMBED REV. 1: ADDED BACK PORCH SLAB IN PLACE OF PEIR FOOTINGS. MONOLITHIC SLAB ON GRADE IRC SECT R 403 AND SSTD 10 -99 TABLE 303d. MINIMUM FOOTING THICKNESS 20° AND 12° - 16° WIDE WITH 2 #5 REBAR ALL CONSTRUCTION MUST COMPLY WITH THE SSTD to •14 AND THE 1RC ONE AND TWO FAMILY DWELLING CODE Q4," EDITION AND STATE OF GEORGIA AMENDMENTS ANCHOR BOLTS ECT , 303 IRO SECT. R403.1 AND sHES LONG 5 81NCH BOLTS SHALL BE 10 INC, IN DIAMETER WITH A ,LOCATED 118 INCH THICK AND REQUIRED NUT WITHIN 12 INCHES OF CORNERS AND 18 TO 48 INCHES ON CENTER. FOOTINGS IRC SECT. R4 ©TiNG 20 INCHES FO WIDE �f B 10 INCHES THICK �H FOOTING MUST Aa THE BOTTOM OF THE A MINIMUM OF.12•INCHES BELOW FINK GRADE. 6'.6" P.T. POST SIMPSON LCB66 SET IN GROUT 5 1/2" EXISTING MASONRY WALL 5" SLAB w /WELDED WIRE REINF. \ // " / / \ //\ / \ \/\ #5 REBAR AND #3 TIES 0 1' -0" O.C. #5 REBAR SECTION O SCALE: EXISTING FOOTING #5 REBAR 0 2' -0" O.C. EPDXY GROUTED w /6" EMBED NOTE CLOUD ALL RENSMNS, IDENTIFY MO N0 REN04E ONLY CLOP BEFORE WXI DRAWN BY: DRAFTING SERVICES OWNER: BRUCE & BETTY HODGE LAST DATE REVISED CADD FILE: APR L 23, 2006 FIRI.DWG HODGE HOUSE ADDITION FOUNDATION PLAN, SECTIONS & DETAILS *WED FOR OoN�„ON ONYX ARG //Joe/ NOTED I:IMMO No. F1 6511E