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SECOND AV_304 2OF2.pdf
L J* "4 BITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352-0464 F'AX: 912-352-7787 i'ATE INLET TIP ELEV 6.69 IE 4.41- REVISED MARCH 29, 2013 TO SHOW HOUSE UNDER CONSTRUCTION ��,OI�ZCrI */ NO 224t9 t /I SCR � tr LE l' EQUIPMENT: TOPCON AP - -L1A ERROR OF CLOSURE: LINEAR: 1 / -- ANG: - - -" /ANGLE BALANCED BY: -- PI AT: 1/- 0 SCALE: 1" = 10' DATE: AUGUST 8, 2012 SURVEY DATE: AUGUST 9, 2012 PLAT FILE NO. 12- 59 10 15" PLASTIC PIPE SECOND AVENUE IE 4.39 z EDGE OF PAN PLASTIC PIPE X X X X X 0 0 0 cx 0 o I X 0 X X X X X X 20.9' LOT 22 -B BENCHMARK NAIL IN 14 "PALM ELEV 8.38 NAVD 1988 s 71 °02'42 "E 78.68' LOT 21-B 0 0 WM. 011111MISMAIMIOMPFM11...... iMeift MOP 1 1/4" IPF 0 HOUSE UNDER CONSTRUCTION X X - X- - - - - -X X--- - -X --- —X X -- N 71 °0252 "W 78.80' 0� FOURTH STREET 60' R/W EDGE OF PAVING X CMF GRATE INLET TOP ELEV 6.29 10 0 GRAPHIC SCALE -- FEET 10 20 30 ACCORDING TO THE F.I.R.M. DATED 9 /26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BEE 12. 01.637*.g..011MMINn. W1.4,104. LOT C N 71 °02'52 "W 78.65' 5/8' RBF LOT 21-B, WAR1► COUNTY, GEORGIA STREET ADDRESS: 304 SECOND AVENUE TYBEE ISLAND, CHATHAM FOR: DR. & MRS. HENRY PATTON J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912 -352 -0464 FAX: 912 -352 -7787 GIJTE INLET TOP ETV 6.69 IE 4.41 REVISED JUNE 25, 2013 TO SHOW FINISHED CONSTRUCTION. REVISED MARCH 29, 2013 TO SHOW HOUSE UNDER CONSTRUCTION EQUIPMENT: TOPCON AP —L1A ERROR OF CLOSURE: LINEAR: 1/— ANG: —" /ANGLE BALANCED BY: — PLAT: 1/— 0 10 � I SCALE: 1" = 10' DATE: AUGUST 8, 2012 SURVEY DATE: AUGUST 9, 2012 PLAT FILE NO. 12 -59 15" PLASTIC CO F.4 z z C0 0 PIPE IE 4.39 10 15" PLASTIC PIPE 0 x LOT 22 —B BENCHMARK NAIL IN 14 "PALM ELEV 8.38 NAVD 1988 S 71 °02'42 "E 78.68' 5/8" RBS L„OO,OT06T N GRAVEL DRIVE 20.9' LOT 21 -B moo 40. 4.00.00.00000.0 mem O 0 a cfr 0 0 HOUSE UNDER CONSTRUCTION 0C) O Crl CO 5/8" RBS 10.1' 1 1/4" IPF 0� x x x x N 71 °02'52 "W 78.80' 0 FOURTH STREET 60' R/W EDGE OF PAVING 1 41 GRATE INLET TOP ELEV 6.29 10 20 GRAPHIC SCALE — FEET 30 LOT C ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 12. N 71 °02'52 "W 78.65' a s- L., I+ 5/8" RBF LOT 21--B, WARD 1, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 304 SECOND AVENUE FOR: DR. & MRS. HENRY PATTON 0 t•_ I i I\ 6' -6 2 N N 2'- 0 "x2'- 0 "x1' -8" CONC. FOOTING, SEE SECTION 3/A2. -� 4D 38' -6" 91-6* 51-9" 5a-9" 5 -9 5'- 9 / 6'-0" / UNE OF / DECK ABOVE - -- - • -*/ r " ,- " ' X1%0 7 6 1 -0�, L " �J 1t �4 " -re L�J i.��J ,- " " 5 1 -4 8 ; -1- � �J L4 12' -i11 / 4 UNE OF RESIDENCE ABOVE +-- / �-- 1 "'_ - I - - - -- LJ j I 16" TURNED L._ ` ::• --, N _• <.T. ... � I b DOWN FOOTING, TYP. 21' -0" i 1 1 / ! wt L_ j C6NC, SLAB . FIELD VERIFY SIZE &LOCATION, 0 J ..._ 17'÷ 6" i X R IYP. ,.._ 1 t--i 4" THK. ko GRAD EXACTS UNE OF} RESIDENCE ...I,. _._ -- 1 .,.;.. ... i ELEV. SEE SITE 3,000 psi W/FIBERMESH TND. DOWN MIL VAPOR TERMITE TREATED FILL PLAN GONC: i FIG. BARRIER ' j'"" FIN. FL. 4 THK. ! ;,-�_- 1_1 ''i �- L &16" .......1 ON 6 OVER COMPACTED ...... R °0 . t UNE OF � (""""I MPORCH ABOVE a --Li -"- 8x8 P POST SE T -tN CONC. S£E DETAIL 5/A2. / 9' -6" rm rta I I :1. :'4. I 1 ,I L / 8' -0" . J L Garage Bay 1 Co rage Bay 2 -" 48 "x44 "x12" 3,000 psi 14 12 "x16" CONC. 1 PIER FILLED W /3,000psi CONC. REINFORCED W/ 2 #5 VERT., TYP. ....... -1 CONC. FOOTING W/4 #5's -�-� 1. 1 EACH WAY TOP & BOTTOM t Foundation Plan L `'"' J 1 8' -1" -"' 1 L 1-• 12' -11" SCALE 1/4"=1'-0" ' rI1 / f 1 PHD- -5 HOLDDOWN, SEE DETAILS R 1 SHEETS A6 & A7. o 1i o 1... 1--1.._ • 1 1 _.,: 1 �.. L_J 17' -6" L_J L_ -0" 9' -0" -0" 9' -0" 1' -O" / / /11 / /1' 21' -O" / / / 38' -6" FOUNDATION NOTES: 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLY ASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98%, UNDER SLAB: 9796. 3. SOIL BEARING VALUE: 1500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) 3" CLEAR PIERS OR COLUMNS BELOW GRADE 3" CLEAR PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C -1116, TYPE III. - 8. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. 9. BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. SEE SITE PLAN FOR ELEVATION OF FIN. FLOOR. 10. STEP FOOTINGS BELOW THE PLUMBING UNES. COORDINATE UNE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. A minimum o two shall bo prov dtd a to minimiae po< i ht Tend red im I C ffl f Cy con means of egress III tya arranged that Loth ssib9e by the i.i ®11. • - r 7-49-. 1,44Z LOTH P ACE ordiaia A 2x22 Mgau EizEs2 Nome k3M O G'xo MTEfiniaz ° RO 0 1 -. 6x6 P.T. POST SET -IN CONC. . SEE DETAIL 5/A2. J r LJ. L�J RQ •t• ti 5:0 4, -0" OSP R \ COMPUA 11 msd to Id overl Iyn or so �. CON I lICTI, SS) io -qot ''3,1yilL1 / DINE No STATE O'r 3f X11 IrezltI Uz otat- -;) tlati Tho 44 X312 jt i the Way 'do ruo z_ i4t)uzF ra E~ arlt v li l ©tl IICk o i "gg• -D: <27.0 N C f.7t Its shall hs prodidzd to disconnect all conductors in a hui'ding or other structure from tho s uiqi ce- znirance conductors. Ali Plumbing rota!! oorriplV t' ;it t The In �q Georgia Arnow! d t� tlanal Piumblan o acs laic) ? '4,1%003, V di6 il3s:Fja d Y {f) a-1 iv4. J 9ci� bait of iirlt;ia lr:i : Onty IS'!At 0‘?, f?.6w`: `d . `� ?i's3 ^i IzAr aS i 1"_":ic:'i 13 01112, ate cisi l^f � ViZZIN h• iched floor p„iovM ort 1 � minir;Wffl ebovo, Ill; E. Mo Irttort d ilnIo h 4 walls dea lgried to onti'y ol ter, no y eoh @ni t glJiprkki1$ only p 'Waited utoro,2 W. Wild rls3 o. vh: i ias 0- 102(2) ELEVATION CE T IFiCATE Eigattp Con ticat8 rya O ^e-0 FOUNDATION G on latter and zaWrf rog 5Agiter foundation r 0' 0 '10 VERIFY EXISTING PLUMBING FIXTURES AND REPAIR AND /OR REPLACE AS REQUIRED. TYPICAL 0 ALL BATHROOMS. 11 11 11 11 M.Suite REMOVE EXISTING FLOOR COVERINGS AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER 7-- REMOVE EXISTING WINDOW(S) AND PREP FOR NEW FINISHES, MATCH EXISTING. 9 t � \ / REMOVE EXISTING CONNECTOR MUST NO ALUM 2ectioit 9, Ty Land LUDEU COPPED, IUNM al��(Uy�L\ ub °sectioi .a0A Dev &iopmo M .Porch REMOVE EXISTING DECKING AS REQUIRED AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER Existing and Demolition Plan SCALE: 1/4"=1'-0" NOTES: 1. ALL MATERIALS TO BE REMOVED MAY BE REUSED. CONTRACTOR SHALL FIELD DETERMINE EXISTING CONDITIONS AND COORDINATE ANY SALVAGEABLE MATERIALS WITH THE OWNER PRIOR TO CONSTRUCTION. 2. ALL APPUANCES AND PLUMBING FIXTURES ARE THE PROPERTY OF THE OWNER. REUSE OR DISPOSAL OF MATERIALS TO BE VERIFIED WITH THE OWNER PRIOR TO CONSTRUCTION. 3. REMOVE AND REPLACE WATER HEATER, CONTRACTOR TO VERIFY SIZE & LOCATION W/PLB. CONTR. SEE SHT.' A3. 4. CONTRACTOR SHALL PREP ALL BASEBOARDS, MOULDINGS AND WALLS FOR NEW PAINTING AND /OR STAIN. ALL TRIM TO BE FINISHED WITH OIL BASE HIGH GLOSS OR STAIN TO MATCH EXISTING. ALL WALLS TO BE FINISHED WITH FLAT INTERIOR - LATEX UNLESS NOTED OTHERWISE. 5. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL IMPROVEMENTS SHT. A8. 6. CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR TO INCORPORATE HEATING /AIR DUCTS TO SUPPLY ENTIRE RESIDENCE. 7. EXISTING ROOF STRUCTURE TO BE REMOVED AS REQUIRED FOR NEW ROOF CONSTRUCTION. REMOVE ALL EXISTING ROOF OVERHANGS & EXPOSE EXISTING TOP PLATES FOR PROPER STRAPPING & HURRICANE CUPS AS PER CODE. cw� REMOVE EXISTING DOORS, TYP. Bedroom I REMOVE EXISTING FLOOR COVERINGS AND PREP FOR NEW FINISHES AS DIREC BY OWNER REMOVE EXISTING KITCHEN CABINETRY, TYP. -4111111 PPP- Mak Kitchen REMOVE EXISTING FLOOR xCOVERINGS AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER Bedroom 2 REMOVE EXISTING FLOOR COVERINGS AND PREP FOR NEW FINISHES AS DIREC BY OWNER t REMOVE EXISTING FIREPLACE. Dining Room REMOVE EXIS11NG FLOOR COVERINGS AND PREP FOR NEW OWNER ISHES AS DIRECTED REMOVE EXISTING WALL AS REQ'D. FOR NEW 1/2 WALL 9 BASE CABINET VERIFY W/KIT. CABINET CONTR. REMOVE EXISTING WALLS AND PREP FOR NEW FRAMING. SEE FLOOR PLAN. %/�.ff .E %lrl/ /w7/7/ Living Room REMOVE EXISTING FLOOR COVERINGS AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER Scr, Porch REMOVE EXISTING DECKING AS REQUIRED AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER 8. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH 2006 IRC & SSTD -10 -99 CODE ALL CONTRACTORS SHALL VERIFY ANY LOCAL GOVERNING CODES AND SHALL COMPLY WITH SAME. ABBReVIATIONS ABV. A/C A.F.F. AMSL B.C. BRG. BTWN. BM. CAB. CAR. CATH. CJ CLG. CLO. CMU C.O. CONC. CT. CTR. D DBL. DJ DN. DW EA. EXT. EXIST. EW FND. FJ FR. FTG. FTG. F.V. H.B. HGT. HEAD. HVAC JST. K.D.A.T. KW LAUN. LIN. LVL MAX. MANUF. MBL. MED. CAB. MSL MECH. MC MICRO ABOVE AIR CONDITIONING ABOVE FINISHED FLOOR ABOVE MEAN SEA LEVEL BASE CABINET BEARING BETWEEN BEAM CABINET CARPET CATHEDRAL CEILING JOIST CEILING CLOSET CONCRETE MASONRY UNIT CASED OPENING CONCRETE CERAMIC TILE COUNTER DRYER DOUBLE DOUBLE JOIST DOWN DISHWASHER EACH EXTERIOR EXISTING EACH WAY FOUNDATION FLOOR JOIST FRENCH FOOTING FOOTING FIELD VERIFY HOSE BIBB HEIGHT HEADER HEATS, VENTILATION & A/C JOIST KILZ DRIED AFTER TREATMENT KNEE WALL LAUNDRY LINEN LAMINATED VENEER LUMBER MAXIMUM MANUFACTURER MARBLE MEDICINE CABINET MEAN SEA LEVEL MECHANICAL MEDICINE CABINET MICROWAVE OVEN MIN. MIR. N.T.S. OC. O.H. OV. PAN. or PANT. P.C. PK. PL. PLWD. PSF P.T. R/A R&S REF. or REFG. REINF. RM. R.O. REQ'D. RM. S. or SLP. SF SH. SHLVS. SHT. SHW. or SHOW. S.L. SPECS. SYP. SQ. T T &G TRANS. TPD TB T.P. UNIT TR TYP. U.N.O. V VERT. W/ W.C. WD. W.I.C. W.M. WWM WWF YP MINIMUM MIRROR NOT TO SCALE ON CENTER OVENS PANTRY PULL CORD PK PLATEET PLYWOOD POUNDS PER SQUARE FOR PRESSURE TREATED RETURN AIR ROD AND SHELF REFRIGERATOR REINFORCING ROOM ROUGH OPENING REQUIRED` ROOM SLOPE SQUARE FEET SHELF SHELVES / SHELVING SHEET SHOWER SIDE UTE SPECIFICATIONS SOUTHERN YELLOW PINE SQUARE TILE TONGUE & GROOVE TRANSOM TOILET PAPER DISPENSER TOWEL BAR TOP PLATE TOWEL RING TYPICAL UNLESS NOTED OTHERWISE VINYL VERTICAL WITH WASHER WATER CLOSET (TOILET) WOOD WALK IN CLOSET WATER HEATER WELDED WIRE MESH WELDED WIRE FABRIC YELLOW PINE REMOVE EXISTING SCR. DOOR AND PREP FOR NEW RENOVATIONS. '- - coflnects �� reSideflti i tot w tt1 • public Street shall rat Dater than t'v`.?' €. iv ays must Cd'.. Mato man a esigns .e Residential ■ Designers • Planners P.O. Box 30443 • Savannah, GA 31410 Office/Fax: 912.349.1600 0 W M N tr < La I < W r` ca w ' co w Z Q I 0 Q� 1 N z zz 0 C O D 0 c p_ '0 ._ paCU -i-+ To v 5 -9,, 0 Z 1) 0 .,J 0 •0 c 0 c 0 0 c 0 •�0 V C i� •0 c 0 c 0 0 0 0 co W DRAWING NUMBER Al - 1 of 8 sheets First Floor EXISTING STUD WALL Entry Deck NEW BEAM, SEE SHT. A3. EXISTING 6x6 EXISTING RIM JOIST INSTALL NEW HURRICANE STRUCT. HOLD —DOWN, USE SIMPSON PHD -5 OR APPROVED EQUAL INSTALL AS PER MANUF. SPECS. 0 EA. PIER. EXISTING ROT. PLATE MTS12 0 32 "o.c. TWIST STRAP, TYP. INSTALL JOIST HANGER EA. JT. —TO —BEAM CONN. INSTALL JOIST HANGERS EA. JT.TO —BEAM CONN, TYP. WOOD HANDRAIL, SEE DETAIL SHT. A4. SPRAY FOAM INSULATION SEE SECTION 1 /A6 & 1/A7. EXISTING FIN. FLOOR. GALV. METAL TERMITE SHIELD, TYP. GALV. METAL BASE, USE SIMPSON CB44 OR APPROVED EQUAL INSTALL AS PER MANUF. SPECIFICATIONS, TYP. — IL" F.T. 2x8' 5/8" DIA. THRU BOLT COUNTERSINK W /STEEL WASHER AT EACH POST 5/4 P.T. DECKING 5/8" GALV. LAG BOLT INTO EXISTING FLOOR STRUCTURE 0 24 "o.c. STAGGERED & 6" FROM EACH END. EXISTING 1" BASE CAP SLOPE 1/8" PER FT. F1N. FLR. ELEV. 1 —HOUR FIRE RATED CEIUNG TYPE 'X', TYP. .l11111 -.w 1 #4 0 8" FROM TOP OF PIER & 2 #4's 0 24" FROM TOP OF PIER, PLACE DIAGONALLY THREADED ROD AND COUPUNG W /SIMPSON PHD5 —SDS3 1, moc l as iIo rca i HOLD —DOWN W /SSTB28 ANCHOR BOLT OR APPROVED @k Al I-3 04, :i t 1,0 61 EQUAL W /3x3x1/8 PLATE WASHER SEE DETAILS SHT. A6 1000 1ki1 S1 1R KNuolant VlS W B hatAiEt -t) IFJ'.Jra Ig 61� YOO7if) at-940 Lower Level (PARKING) 1 #4 0 8" FROM TOP OF PIER & 2 #4's 0 24" FROM TOP OF PIER, PLACE DIAGONALLY STRUCT HOLD —DOWN, USE SIMPSON PA -51, TWO EACH 0 INTERIOR PIERS, TYP. Lower Level (PARKING) P.T.K.D.A.T. .t "::'s 0 16 "o.c. BLOCKING 0 COLS. TYP. GALV. FLASHING AS REQUIRED, TYP JOISTS METAL HANGER, TYP. 12 "x16 "x8" CMU FILLED SOUD W /3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. OPTIONAL, SEE SHT. A3) DBL. LAYER W /6x6xW1.4xW1.4 WWF 0 PERIMETER Open Area Under Deck Lower Level (Parking) (OPTIONAL, SEE SHT. A3.) 4" THK. 3,000 psi CONC. W /6x6xW1.4xW1.4 WWF 0 MID —DEPTH 8x8 P.T. PAST, SEE PLAN FOR LOCATION, TYP. STUCCO FINISH EACH. PIER, TYP. OPTIONAL, SEE SHT. A3) DBL. LAYER W /6x6xW1,4xW1.4 WWF 0 PERIMETER (OPTIONAL, SEE SHT. A3.) 4" THK. 3,000 psi CONC. W /6x6xW1.4xW1.4 WWF 0 MID —DEPTH FIN x 1E PLAN COMPACTED OR UNDISTURBED SOL, TERMITE TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. PRIME AND PAINT OR STAIN AS DIRECTED BY OWNER. /( \, /\\/ ..\ \,/ \ ,// \ <1.\. ' /\///. /. /.\�, /.\ /.\ x\_\\„</./ •/ .y \ \ / \/\ % „\%, — / /< /i� //� . y jj�> / /< 6—#5 0 7 "o.c. & \ \ / / \ /'\ 6—#5 0 8"o.c. TOP & BOT ®EA. PIER, TYP. Typical Footing at Interior Piers 8x8 P.T. POST, TYP. UNDER STAIRCASE, USE SIMPSON CB88 BASE FIN. GRADE SLOPE 1/8" PER FT. COMPACTED OR UNDISTURBED SOIL, TERMITE TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. SET P.T. POST IN 3,000 psi CONC, SEE SHT. Al. Wall Section at Building Perimeter & Rear Deck Scale: 3/4 " =1' -0" Wall Section at Rear Deck Scale: 3/4 " =1' -0" CRUSHED STONE FIN. GRADE 4" 3,000 PSI CONC. SLAB W /6x6 1.4x1.4 WWF OR GARAGE FINISH FLOOR FIBERMESH ON 6 MIL SEE SITE PLAN VAPOR BARRIER cy -d FOUNDATION SECTION AT INTERIOR ENTRY DECK 1. BUILDING INSULATION TO BE ISONENE LD —C -50 FORMULA OR APPROVED EQUAL IN WALLS, ATTICS, CEILINGS, AND FLOORS WITH AN R —VALUE OF .3.7 PER INCH : WHERE APPLICABLE. 2x4 WALL = OR R -13 2x6 WALL = R -19 ROOF = R -30 ATTICS = R -30 (min.) CEILINGS = R -22 (min.) INTERIOR WALLS = R -11 (min.) EXTERIOR WALLS = COMPACTED OR UNDISTURBED SOIL, TERMITE TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 6 MIL VAPOR BARRIER 2 #5's CONT. REBAR IN FOOTING. DOWEL INTO PIER FOOTING 6" MIN. TURNED DOWN FOOTING SCALE: 3/4 " =1' —O” DRAWING NUMBER igns . Residential • Designers • Planners P.O. Box 30443 • Savannah, GA 31410 Office/Fax: 912.349.1800 2 of 8 sheets CONC. PAD 0 GRADE EXISTING 8x6 OVER 3 1/2 "x11 7/8" PARALAM (WOMANIZED) 2- 2x8'6 P.T. P.T. exs POST TYP. SEE OETML sin. P.T. 24's , Q180.e. j • PARALLEL • O 16a TYP. COSTING 2x8's 0 24'0.0. USE SMPSON JOIST HANGERS, TYP: P.T. 2x8's Q 16'o.0. ! 3 1/2"x11 7 ' PARALAM (WOMANIZE) EXISTING 2x8's 0 24':.o. NOTE: VERIFY EltAINS PRIOR TO JOIST PLACEMENT EXISTING DBL. 2x4 OVER 1 3/4 "x11 7/8' PARALAM (WOMANIZED) First Floor Framing Plan SCALE: 3/18 " •1' -0" NOTES: 1. PLACE JOIST TO ACCOMMODATE TOILETS AS REQUIRED. 2. DOUBLE JOISTS UNDER WALLS. 3. FIELD VERIFY ALL EXISTING FRAMING AND SURE —UP AS REQUIRED. WALKWAY TO REAR STEPS. SEE STE PLAN SOUD SLACKING 0 1/3 POSITS, MIN. SPACING 2' -2x8's P.T. a iim8x6 P.T. POST. TYP. SEE DETAIL 5 /A2. m N P.T. DOSING DBL. 2x8 OVER 1 3/4'x11 7/8' PARALAM (WOMANIZED) 9' -8" 5' es 4.— • 1' -0' 7 -6" UNE OF RESIDENCE ABOVE 6 i 5' -D" " -O" UNE OF DECK ABOVE-\ 0 U ra- 1' 0'i 1'— • 6' -4' if 4. P.T. 8x8 POST, TYP. 192' -111' OUTDOOR SHOWER HEAD, TYP. OWNER TO VERIFY. 17'-6* 21 i co " DBL 3'- 0'x6' -8' VERT. LAT110E GATES 0 STORAGE AREA. Storage e Area (GRAVEL) 8x8 POST. TV. UNE OF M.PORCH ABOVE 9' -6" s' -a" Lower Level Floor Plan SCALE: 3/16 " =1' -0" NVAC AIR - HANDLER. PROVIDE came MOUNTS FOR UNIT. FIELD VERIFY UNIT 1' -0' ABOVE FLOOD PLAIN. UNIT HAW SOFFIT A" ouomeRx ON G.C. TO INSTALL ACCESS PANELS ASSAIL FOR C FRAME VERT. 1x4 IN INNING LAME AS REQUIRED. OWNER TO VERIFY, TYP. Garage Bay 1 tDON E) „ti 1; NOTE: APPLY 5/8' TYPE 'X' SHEEIROCK TO COUNO 0 LOWER LEVEL, TYP. Garage Bay 2 (CONCRETE) 16"x12" CONC. PIER. 1712. --s 12' -11' 4' -0" IMPIMEN are 4'—O' 17 -6' 1' -0" 9'x-0' 1 %4r 9' —O' 11-0' 21' -0* 4' —O' 38' SEE STE PLAN FOR DRIVEWAY ENTRY SIIEPPS. SEE SITE PLAN Erh 4x4 NEWEL POST W /CAP, TYP. 14 RISERS 0 7 1/2" TREADS, FIELD VERIFY. ---- Bedroom 2 REPLACE, REPAIR FLOORING AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER. S -y6Q" Rear Deck INSTALL 5/4" DECKING AND STAIN OR . PAINT AS DIRECTED BY OWNER. 9' -6" 3' -0" HIGH HANDRAIL SEE. DETAIL SHT. A6. 23' -0" 5 * -9" 5' -9" 5 9" 6' -0 5 WOOD STEPS TO GRADE 91-6" EXIST. REPAIR EXISTING SHOWER SURROUND AND INSTAL NEW FIXTURES AS REO'D. OWNER TO DIRECT. TAR ��A CT. d r shall Rio Er comer i'ocrd Y 10 i Stwls t :sacra sn / 3' -6" ♦; ; o II shower Bedroom 2 REPLACE, REPAIR FLOORING AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER. Mud Rm. show Bedroom 2 REPLACE, REPAIR FLOORING AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER. TILE 26x6 8C.O. refg. a► N WATER HEATER W/MECH. CONTR. R/A GRILLE SIZE AS PER MECH. CONTR. EXISTING FRAMED WALLS, TYP.--\ 26x6 8 CO X N • flailci "1 TILE m I /2 Bath �LE E ,.mmemem- M. Porch REPLACE !• CKING PRE REQUIRED AS REQU ` NEW IISHES AS DIRECTED WNER 9' -6" 20X3 0 --PEW FRAMED WALLS, TYP. 4' -0" 4' -0" V) w aD 8'- U) w 0o EE family Room REPLACE, REPAIR FLOORING AND PREP FOR NEW FINISHES AS DIRECTED BY OWNER. 2 8 G Kitchen REPLACE, REPAIR F AND PREP FOR NEi AS DIRECTED BY 0 I 1 ADJUST BENCH HOT. TO 4 " -6" BELOW WINDOW SILL F.V. 30" PANTRY CAB. Bedroom 2 REPLACE, REPAIR FLOORING AND PREP FOR NEW FINISH AS DIRECTED BY OWNER. 26x6 8 FRAME NEW HEADER USE 2 -1 3/4 "x9 1/4" LVL OR APPROVED EQUAL TYP.— RING NISHES R. 114x68 C•O• am aim awe owe moo —snip — aim Nom Arms ."r —" ice 11' -4" S FRAME IN DOORWAY. 10" FRAME NEW JAMB AS REQUIRED FOR NEW DOORWAY. INSTALL AS PER MANUF. SPECS. • G9 w s ' -0" HIC-H ANDRAIL SEE ETAIL SHT. A6. H landing down Scr. Porch REPLACE DECKING AS REQUIRED AS REQUIRED AND. PREP FOR NEW FINISHES AS DIRECTED BY OWNER landing iii 1111111R111•111•111•111111111111111111•111111111111111111111•01111111111111111•1•1111111171•111111111111111I .11 21` --0" 4' -0" 4' -0" 38'- 8' -0" Floor Plan Scale: 1/4"=1'- Oft Heated : 1013 Porches m 212 Deck is 108 WaII Legend NEW FRAMED WALLS EXISTING FRAMED WALLS NOTES: 1. ALL NEW FRAMING TO BE 2x4 OR 2x6 EXTERIOR AND LOAD BEARING WALLS 0 8' -0" HGT. 2. ALL PLUMBING WALLS TO BE 2x6 FRAMING OR DBL 2x4's. 3. ALL POCKET DOORS TO BE 2x6 FRAMING (IF USED). 4. ALL HEADERS, JAMBS, AND SILLS TO BE PRESSURE TREATED FRAMING. 5. REFER TO CABINET CONTRACTOR DRAWINGS FOR ACTUAL LOCATION AND ACCURACY FOR THE SAME. 6. ALL NEW ADDITIONS TO . HAVE BASEBOARDS, CROWN MOULDING, 1 PRIME COAT AND 1 FINISH PAINT COAT MIN. CONTRACTOR. CONTRACTOR TO COORDINATE W /OWNER PRIOR TO CONSTRUCTION. FIRST FLOOR TRIM TO BE STAINED TO MATCH EXISTING. OWNER TO VERIFY. 7. AU. FLOOR FINISHES TO MATCH EXISTING, WHERE APPLICABLE. 8. ALL EXTERIOR WINDOWS AND DOORS TO MEET MIN. 50 DP RATING MIN. WINDOWS TO BE M &W OR AS PER OWNER. DOORS TO BE VINYL CLAD OR AS PER OWNER. 9. RELOCATE AND INSTALL WATER HEATER IN MUD ROOM AREA OR AS DIRECTED BY OWNER. FIELD VERIFY LOCATION W/PLUMBING CONTRACTOR PRIOR TO CONSTRUCTION. 10. COVER ALL EXISTING FLOORING SURFACES DURING CONSTRUCTION. 11. CONTRACTOR SHALL COORDINATE W /OWNER ANY AND ALL METHODS OF INSULATION FOR FLOORS, WALLS AND CEIUNGS._ 4x4 NEWEL POST W /CAP, TYP. 14 RISERS 9 7 1/2- TREADS. FIELD VERIFY. WOOD STEPS TO GRADE man s . es1gnsac Residential * Designers ■ Planners P.O. Box 30443 • Savannah, GA 31410 Office/Fax: 912.349.1800 2 e ii 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -- 897 -- 6932 I i L DATE: Nov. 2012 ci g c o r N o N IZco New Renovation and Addition on Tybee Island, Georgia for Mrs. Vicki Patten Floor Plans, Framing Plan and Notes miTifi- T - r 3 0E ti * PROFESSONN. t'- ,gFNGINE.4 -`�. "1- 12 DRAWING NUMBER A11111■11111111 3 3 of 8 sheets METAL ROOFING, MATCH EXISTING, TYP. 12 `"--•J 2 F.V. -9g SEC' . „, O clo a and (109PR hill not O o@ial gar cornf3m within 10v foc,4 I Kraq h i G U 9)Okildg ono, HORIZ. HARDI - SIDING (SMOOTH), PAINT AS PER OWNER.--. NEW REAR DECK. -SEE SECTION 5/A2. WATERTABLE, SEE DETAILS SHT A5. 3' -0" HIGH HANDRAIL, SEE DETAIL SHT. A6. 3' 0" HIGH HANDRAIL, SEE DETAIL SHT. A6. EXISTING M.SUITE eight with s NEW CONNECTOR VERT. 1x4 UNDERPINNING, TYP. EXISTING MAIN RESIDENCE UNDERPINNING BEYOND, SEE LOWER LEVEL FLOOR PLAN SHT. A3. WOOD STEPS TO GRADE Rear Elevation Scale: 1 /4 " =1' -0" NOTE: TOP PLATE HGT. ® CONNECTOR TO BE FIELD VERIFIED. u,11:; A " O.% Z? E:s 3rQua_ REQUIRED. Oit; E3 balC©nieS s-c 38 more thFill 0" above flQcrs C?r &GIG: R .Si4 EN i,aL - rninirriur' COMWERCIAL - rn:ninurn Neigh° NEMOR HEAR z LLa 10400 SECT. 305'.4.3. W6id @tvc, and d ; rfa shall not inctalted Mbar Corners v Ithfr 27 lachais for 6 feet iI iglu and hIc es, for 10 feet will im Front Elevation Scale: 1 /4 "=1' -0" NOTE: TOP PLATE HGT. 0 CONNECTOR TO BE FIELD VERIFIED. 3' -0" HIGH HANDRAIL, SEE DETAIL SHT. A6. ROOF' CONSTRUCTION: 1. RAFTER - 2 X 8 0 18 ". THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTED DIFFERENTLY. 2. COLLAR TIES - 2 x 6 0 16" 0. C. AT ALL RIDGES. 3. AU. MACES ARE 2 -2 x 4 NAILED WITH 16 PENNY NAILS O 9" 0.C. VERTICALLY FROM TOP TO BOTTOM. MACES LARGER THAN 10' MUST SE BRACED HORIZONTALLY. 4. ALL HIPS ARE RIDGES ARE A MINIMUM OF ONE SZE LARGER THAN RAFTERS UNLESS NOTED OTHERWISE (NOMINAL). 5. ALL HOGS ON CEIUNG JOISTS OR RAFTERS ARE 2 x 8 O 18" O. C. UNLESS NOTED OTHERWISE. 6. MAXIMUM SPACING OF RAFTERS BRACES - RAFTERS CAN BE SPUCED OVER HOGS WITH 2 - 2 x 4 BRACES. F0R2x8HOG- 6' 0.C. FOR 2x8HOG- 7'- 8'0.C. 7. DETAILS 1 -2x6 1 -2x8 t 2x8 \-1-2x8 2x8ACISI 2 -2x4 BRACE 16P NAILS • 9'o.c. VERT. WIN fitiifl� 1 ,. ∎1*111 �IMI�I mill IA ilk lit !!a1= H.�1�_t _ I ..- -�•_ -.ice . - -- _l!'iRl1.' %• �lil•' �1 MA ���� _II-__ - 8. ALL ROOF TRUSSES MUST BE BUILT IN ACCORDANCE WITH TRUSS MANUFACTURER'S DIRECTION. 9. %NTH NO ROOF FRAMING PLAN - USE 2 x 8 O 18" RAFTERS, S.P.F.. #2 UNLESS SHOWN O1HERiMSE. MAXIMUM ALLOWABLE SPAN 14' -0" MEASURED HORIZONTALLY BASED ON A DEFLECTION OF LESS THAN 1/180. USE 2 - 2 x 6 HOGS AT RAFTER WITH 2 - 2 x 4 BRACES AT 8 FT. MAXIMUM SPACING. CARRY BRACES TO PARTITIONS/BEAMS OR MINIMUM OF 2 - 2 x 6 HOGS ON CEIUNG. JOISTS CUT IN ALL RAFTERS USING RIDGES, VALLEYS, ETC. ONE SIZE LARGER THAN RAFTER SZE. ALL BRACE LOADS MUST GO TO FOUNDATION WITH A MINIMUM OF 2 - 2 x 4 STUDS FLOWING FROM PARTITION PLATES TO BEAMS OR HOGS. WOOD STEPS TO GRADE Right Side Elevation Scale: 1/4"=V-0" T. SC PE AND RESCUE MOO ICY ESCAPE AND RESCUE OPENINGS A MINIMUM NET ma © NING OF ;En GRADE FLOOR OPENINGS MU UM NET CLEAR WPENIN8 eP 90, P, 0 @a 9, 612fv ,, mm NEW 20/20 GAUGE SCREENING, TYP. NEW REAR DECK. SEE SECTION 5/A2. C,'1`, 305, 4.3_ 3' -0" HIGH HANDRAIL, SEE DETAIL SHT. A6. FRAMING CONSTRUCTION - OTHER THAN ROOF 1. ALL WORK SHALL CONFORM TO LOCAL CODE REQUIREMENTS. 2. ALL JOISTS, ORDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 UNLESS NOTED OTHERWISE. 3. ALL OTHER LUMBER CAN BE SPRUCE #t UNLESS NOTED OTHERWISE. 4. STEEL BEAMS MUST HAVE 5 -2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 5. MICRO -LAM BEAMS MUST HAVE 3 -2x4 STUD JACKS UNDER EACH END SUPPORT UNLESS NOTED OTHERWISE. 6. AU. WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PLUS DETAILS SHOWN ON PLANS. 7. NO BRACES MING�PLATE WITHOUT S1UDSS DIRECT Y UNDER NT THEM. OR KAA4 <�ELOW THEA1 AT ALL FLOORS. 8. WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2 x 4" LADDERS O 18" 0.C. MUST BE PLACED PERPENDICULAR TO THE TRUSSES TO SUPPORT THE PLYWOOD DECKING, 9. ON AU. OPEN WEB FLOOR TRUSSES OVER A 17 SPAN A MINIMUM SINGLE LIVE OF r x 4'S SHALL BE NAILED TO DIAGONAL MEMBERS OR VERTICAL MEMBERS IN THE APPROXIMATE MID -SPAN AS A LOAD DISTRIBUTION MEMBER. 10. WHERE CEILING JOISTS ARE PARALLEL TO EXTERIOR WALLS AND RAKERS BEAR ON STUD W TOP PLATE ADJACENT T�NCN�� , BRACE RAFTERS AND TOP PLATE TO 2x8 HOGS 6' LONG (MIN.) 6' CENTERS ALONG 11. AU. 2 - STORY OPEN GREAT ROOMS, USING ROOMS, WITH 2 OR MORE ADJACENT OPENINGS AND A SPACING BETWEEN OPENINGS OF 3 FEET OR LESS MUST ' USE A 3-1/2' x 3-1/2" x " STEEL ANGLE VERTICALLY FROM FLOOR TO TOP PLATE LAGGED TO KING STUDS WITH x "3" LAGS 0 24" ON CENTER VERTICALLY AND LAGGED TO FLOOR AND TOP PLATE MATH 1- 1/2 x 3 LAG 1HRU A PLATE AT THE TOP AND BOTTOM. MULTIPLE OPENINGS %LOTH 3' OR LESS SPACE BETWEEN ROUGH OPENINGS SHALL HAVE AT LEAST 1 -STEEL ANGLE VERTICALLY IN EACH MUWON SPACE. THE SHEATHING ON THIS STEEL REINFORCED PARTITION SHAU. BE " PLYWOOD, NO OTHER SHEATHING SHALL BE PERMITTED. 12. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS: a) INTERIOR 1) SPANS UP TO 2' -8" - 2 -2x6'e 2 SPANS 2' -6' TO 3' -6' - 2 - 2x8'8 3 SPANS 3' -8" TO 8' -8' - 2 - 2x10'8 4 SPANS 6' -6' OR MORE SEE PLAN lb 1) EXTERIOR TO 2' -0" - 2-2)C62-.$2x8' 2) SPANS 2' -0' TO 3' -0' - a • 3) SPANS 3' -0" TO 5' -0" - 2- 2X10'e 4) SPANS 5' -O• OR MORE SEE PLAN 13. USE 15/32" CDX PLYWOOD EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL» NAIL PER CODE REQUIREMENTS. 14. USE PRESSURE TREATED MATERIAL FOR ALL ROUGH OPENINGS. 18. ALL HEADERS SHALL BE FREE FROM ALL SPUTS. CHECKS OR SHAKES. 16. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE SUBFLOOR WITH FINISH MATERIAL OVER. 17. STAIR CONSTRICTION SHALL CONSIST OF (3)2X12 STRINGERS,5 /4' OR 2X THICK TREADS AND 3/4' THICK RISERS OR MATERIALS FABRICATED BY A COMPONENT MANUFACTURER. 18. ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL BE "PRESSURE TREATED' & SIUCONE SEALED. 19. 'MICRO -LAM" BEAMS SHAU. HAVE BENDING STRESS: VB462,800 PS. VERIFY WITH LOCAL CODES. 20. SPECIAL UPLIFT CONNECTORS AS INDICATED AT CANTILEVERED JOISTS SHALL BE 'SIMPSON STRONG TIE' ANCHORS OR EQUAL.. 21. ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM SPECIFICATION A -36.. 22. UNLESS OTHERWISE NOTED, PROVIDE A 2X PLATE BOLTED TO THE TOP FLANGE OF AU. STEEL. BEAMS WITH 3/e DIAMETER BOLTS STAGGERED AT 24" ON CENTER. RIGIDLY FASTEN ALL CONNECTING RAFTERS AND JOISTS AS APPROVED BE GOVERNING CODES, UNLESS NOTED OTHERWISE. 23. FLOOR FRAMING LAYOUT SHAU. BE COORDINATED WITH THE GENERAL AND HVAC CONTRACTORS TO PROVIDE ACCESS CHASES AND UNOBSTRUCTED RUNS FOR HVAC DUCT WORK. FLOOR TRUSS LAYOUT TO BE ENGINEERED BY TRUSS MANUFACTURE. 24. PROVIDE BRIDGING OR BROOKING AT MIDSPAN OF JOISTS/RAFFTERS/TRUSSES, MAXIMUM SPA LNG BETWEEN BEARING WALL AND BLOCKING IS V-0". 25. DESIGN LOADS ARE AS FOLLOWS PER SQ FT: LOCATION UVE DEAD. DEFLECT UNIT INC OECT. ROO2 ANI p LEN6TI`I MUST OE or,1 Erm DEVONEN. MINIMUM THI ©EST (SIB !THING rnolz DECIal 15 /OR 1ST FLOOR 2ND FLOOR (SLEEPING AREAS) ATTIC NON STORAGE) ATTIC STORAGE) ROOF IMTH FINISHED CEIUNG) ROOF NO FINISHED CEIUNG) DECKS 40 LB 30 LB 10 LB 20 L9 30 L9 SNOW 30 LB 100 L9 10 LB 1/360 10 LB L /40 NEWEL POST 10 LB 1/240 15 l8 1/240 7 LB 1/180 10 LB 1/360 2X4 P.T. RAIL r - 2X2 P.T. VERT. RAIL NEW REAR DECK 11�I 11111111111111111111111111111151111111111111111 WOOD STEPS TO GRADE 1111111111111111111 8x8 A.T. POST O MASTER PORCH. SEE SHT. A2. STUCCO PIERS, SEE PLANS, TYP. 2x2 PICKETS 4 "o.c, TYP. Left Side Elevation Scale: 1 /4 " =1' -0" FIN. ;FL. DECK BLOCKING 0 MID- POINT OF BOT. RAIL 2X4 P.T. BOTTOM RAIL . man Tar O Residential ■Designers ■Planners P.O. Box 30443 • Savannah, GA 31410 Offtoe /Pa*: 912.349.1600 DRAWING NUMBER 4 of 8 sheets EXISTING TOP PLATE FIELD VERIFY. HURRICANE CUP SIMPSON H10 0 EA. RAFTER (TYP. OR DBL H2.5a. 2x4 LOOKOUTS-Ip 16 "o.c• esAV at; nu -caM1 METAL ROOFING, MATCH EXISTING OVIIIR OSB WOAD SHEATHING. 12 2 1/2 F.V.I r _r 2x8's RIDGE (NOM.) r r -r r •••• -w„r r SEALECIION 500, SPRAY FOAM INSULATION OR APPROVED EQUAL Attic Area 3/8" HARDI — SOFFIT MATCH EXIST. CONT. METAL DRIP EDGE DO NOT HIDE CROWN s m 0 z 9 5 Q r r- MATCH EXISTING 1x8 FASCIA OVER BLOCKING, TYP. m z 0 6 1 io ' 1'- 0 "F.V. MATCH EXIST. HARDI —PLANK SIDING (SMOOTH), TYP. "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. REF. SHT. A7 FOR EXT. SHEATHING NAILING PATTERN 0 BOTTOM PLATE DE L. 2x8 RIM JOIST EXT TOP T SHEATHINGS AILING A7 FOR 1x8 HORIZ. BOARD —ON —BOARD OVER 1/2" SHEET —ROCK, TYP. OR AS PER OWNER. NOTE: RUN EXTERIOR SHEATHING CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL NAIL AS PER DEAAILS, SEE SHT. A7. 2x6's • 16 "o.c. A7FNPATTERN/EXTEND S DETAIL OSB IUNG 1 /2 BELOW FINISHED FLOOR', TYP. SEE SHT. A7 FOR EXT. STRUCT. SHEATHING NAILING PATTERN SEALECTION 500, SPRAY FOAM INSULATION OR APPROVED EQUAL 2x6 PURUNS 0 1/2 POINTS AND ALL OSB SPUCES INSTALL NEW HURRICANE STRUCT. HOLD -DOWN, USE SIMPSON PHD -5 OR APPROVED EQUAL INSTALL AS PER MANUF. SPECS. SEE SHT. Al FOR LOCATIONS. P.T. 2x6 BOT. PLATE MTS12 0 32 "o.c. TWIST STRAP, TYP. First Floor EXISTING FIN. FLOOR OVER SUBFLOOR SEALECTION 500, SPRAY FOAM INSULATION OR APPROVED EQUAL m INSTALL SIMPSON LSTA24 n 0 32 "o.c. MIN. 6" LAP OVER NEW BEAM, TYP. NEW BEAM, SEE SHT. A3. 1 #4 0 8" FROM TOP OF PIER & $ #4's 0 24" FROM TOP OF PIER, PLACE DIAGONALLY GALV. METAL TERMITE SHIELD, TYP. 1 —HOUR FIRE RATED CEIUNG 5/8" TYPE 'x', TYP. THREADED ROD AND COUPUNG W /SIMPSON PHD5 —SDS3 HOLD —DOWN W /SST028 ANCHOR BOLT OR APPROVED EQUAL W/3x3x1/8 PLATE WASHER. SEE DETAILS SHT. A6 & A7. Lower Level STUCCO FINISH 0 EACH. PIER, TYP. 12 "x16 "x8" CMU FILLED SOLID W/3,000 pal CONC. W/4 #5 VERT. REBAR, TYP. OPTIONAL„ SEE SHT. A3) DBL. LAYER W /6x6xW1,4xW1.4 WWF 0 PERIMETER FIN. FL EL SEEP SITE PLAN (OPTIONAL, SEE SHT. A3.) 4" THK. 3,000 psi CONC. W /6x6xW1.4xWi.4 WWF 0 MID —DEPTH 0 6— 5 0 7"o.c. 8c \�\ \ice � \ 6- 5 ®80.c. TOP & BOT. 0 EA. PIER, TYP. i 4'—O" x 3' -8" Wall Section at Connector 6 MIL VAPOR BARRIER, (OPTIONAL) SEE SHT. A3. wen* with 3'ha State Enar y Co e alma Ztato, ag Georgia COMPACTED OR UNDISTURBED SOIL, TERMITE TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. Scale: 3/4 "=1' --O" CONSTRUCTION NOTES ROOF FRAMING: 1. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 6 ® 16" 0. C. UNLESS NOTED OTHERWISE. 2. RING SHANK NAILS TO HAVE RND. HEADS. 3. PROVIDE WOOD STRUCTURAL PANELS FOR EACH OPENING AT WINDOW, DOORS AND SKYLIGHTS. PANELS WILL THICK AND INSTALLED AS PER LOCAL CODE REQUIREMENTS. 4. ROOF SHINGLES MUST HAVE A MIN. OF 6 FASTENERS (SSTD 501). 5. RO0, ' SHEATHING SHALL BE FASTENED TO ROOF FRAMING USING 8d gALVANIZED COMMON, OR 8d/10d RING 6. R RIDGE BO RDDTOSBENNOMINAL 2xx.ATHICKNESSGNOT FASTENERS DEPTBH THAN THE THHEGDEPTHECUT. OF THE RAFTERS BE 0 7/16" SHANK NAILS (SSTD 307.1.3) EXISTING TOP PLATE FIELD VERIFY. 9 m REF. SHT. A7 FOR EXT. SHEATHING NAIUNG PATTERN 0 BOTTOM PLATE aco HURRICANE CUP SIMPSON H10 0 EA. RAFTER (TYP. OR DBL. H2.5a. EXISTING METAL ROOFING REPAIR & REPLACE WHERE APPUCABLE. FIELD VERIFY. EXIST. 12 r r r r r'- r- SEALECTION 500, SPRAY FOAM INSULATION OR APPROVED .EQUAL Attic Area EXIST. 1 i 00 "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. HARDI —PLANK SIDING (SMOOTH), TYP. EXIST. TOP PLATE — SEE SHT. A7 FOR EXT. STRUCT. SHEATHING NAIUNG PATTERN EXISTING HORIZ. BOARD —ON —BOARD FINISH DIRECTED BY OWNER. NOTE: RUN EXTERIOR SHEATHING CONTINUOUSLY FROM TOP OF TOP PLATE TO BOTTOM OF SILL NAIL AS PER DEAAILS, SEE SHT. A7. EXISTING STUD WALL EXISTNG RIM JOIST REMOVE AND REPLACE IF REQUIRED. NNPATE ENDIL A7 FOR AILING SHEATHING 1/2 BELOW FINISHED FLOOR, TYP. SEE SHT. A7 FOR EXT. STRUCT. SHEATHING NAIUNG PATTERN SEALECTION 500, SPRAY FOAM INSULATION OR APPROVED EQUAL INSTALL NEW HURRICANE STRUCT. HOLD —DOWN, USE SIMPSON PHD -5 OR APPROVED EQUAL INSTALL AS PER MANUF. SPECS. SEE SHT. Al FOR LOCATIONS. EXIST. BOT. PLATE MTS12 0 32 "o.c. TWIST STRAP, TYP. First Floor EXISTING FIN. FLOOR OVER SUBFLOOR SEALECTION 500, SPRAY FOAM INSULATION OR APPROVED EQUAL INSTALL SIMPSON LSTA24 0 32 "o.c. MIN. 6" LAP OVER NEW BEAM, TYP. NEW BEAM, SEE SHT. A3. 1 #4 0 121 FROM TOP OF PIER & 2 #4's 0 28" FROM TOP OF PIER, PLACE DIAGONALLY GALV. METAL TERMITE SHILED, TYP. 1-HOUR FIRE RATED CEIUNG 5/8" TYPE 'X', TYP. THREADED ROD AND COUPUNG W /SIMPSON PHD5 —SDS3 HOLD —DOWN W /SSTB28 ANCHOR BOLT OR APPROVED EQUAL W/3x3x1/8 PLATE WASHER. SEE DETAILS SHT. A6 & A7. Lower Level STUCCO FINISH. EACH. PIER, TYP. 12 "x16 "x8" CMU FILLED SOUD W/3,000 pal . CONC. W/4 #5 VERT. REBAR, TYP. OPTIONAL, SEE SHT. A3) DBL LAYER W /6x6xWl.4xW1.4 WWF 0 PERIMETER FIN. GRADE FIN. FL EL. SE Silt PLAN (OPTIONAL, SEE SHT. A3.) 4" THK. 3,000 pal CONC. W /6x6xW1.4xW1.4 WWF 0 MID —DEPTH o z 1 D . . n p p D e. D •. 0 e D• 6— 0 7 "o.c. & /� \ /\ 6— 5 0 8 "o.c. TOP & BOT. 0 EA. PIER, TYP. 4' —O" x 3' -8" Wall Section at Exist. Struct Scale: 3/4 "= 1'--0" 6 MIL VAPOR BARRIER, (OPTIONAL) SEE SHT. A3. COMPACTED OR UNDISTURBED SOIL., TERMITE TREATED, FREE OF ORGANICS MIN. LOAD BRO. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. esigns all' LLC Residential • Designers • Planners P.O. Box 30443 i Savannah, GA 31410 Office /Paz: 912.949.1600 z I 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -- 897 — 6932 t 1 8 v. 2012 as showi I °z o New Renovation and Addition on Tybee island, Georgia for Mrs. Vicki Patten Typical Wall Sections "' _ /i'r '', f J �. :i i-. .l UTILITIES ME= CENTER 1-800-28E-7411 F,ORG G /4 � Na 372 2871t. * PROF it --l- IZ 4:1,4'4'0 t� trk A, >� DRAWING NUMBER N A 5 5 of 8 sheets (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING TYPICAL SHEARWALL PANEL E" EXTERIOR SHEATHING (REF DETAIL 3) (TYP (2) SIMPSON PHD5 —SDS3 PER SHEARWALL (REF DETAIL 6) (TYP PENING WIDTH VARIE 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES; 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -0j", ADD VERTICAL STUD AND f"o ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL. 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP HEADER BEAM CONTINUOUS OVER SHEARWALL. AS SHOWN (SIZE AND TYPE VARIES PER OPENING TYPICAL SHEARWALL PANEL Y" EXTERIOR SHEATHING (REF DETAIL 3) (TYP SIMPSON PHD5 —SDS3 PER SHEARWALL LOCATED ON OUTSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP PENING WIDTH VARIE (2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (MIN) (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' —O", ADD VERTICAL STUD AND "O ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP) ERPENDICULAR WALL FRAMING. PROVIDE SOLID BLOCKING BEHIND WALL STUD AS REQUIRED AND ATTACH TO SHEARWALL W/ (2) 16d COMMON NAILS 6" O.C. IMPSON PHD5 —SDS3 PER SHEARWALL LOCATED ON INSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL IMPSON PHD5 —SDS3 LOCATED ON CORNER STUD OF PERPENDICULAR WALL (REF DETAIL 6) (TYP) (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP 1,1- EXTERIOR SHEATHING (REF DETAIL 5) (TYP (2) SIMPSON LSTA24 STRAPS AT PERIMETER BEAM /GIRDER TO STUD AS SHOWN (TYP INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS GREATER THAN 1' -0" N.T.S. FADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES; 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -0 ", ADD VERTICAL STUD AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 5 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL ERIMETER BEAM /GIRDER INTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. 10d COMMON NAILS IN 2 ROW NAILING PATTERN 0 TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN TYPICAL SHEARWALL AT INTERIOR LOCATION 10d COMMON NAILS k- 0 6" VERTICAL • SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPUCE (REF DETAIL FOR NAILING PATTERN 10d COMMON NAILS 0 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLE 9" EXTERIOR SHEATHING W/ 4' —O" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF PERIMETER BEAM /GIRDE 4' —O" M N 4' -0" M N 10d COMMON NAILS IN 2 ROW NAILING PATTERN <• SILL AND BOTTOM OF PERIMETER BEAM /GIRDER (REF DETAIL FOR NAILING PATTERN TYPICAL SHEARWALL AT CORNER LOCATION INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS LESS THAN 1' -0" 2 N.T.S. EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) TYPICAL 2 ROW NAIUNG eATTERN ALTERNATE METHOD; INSTALL r BEAD LIQUID NAILS " SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6* MAX HORIZONTAL SPACING (NOTE; BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. SIMPSON PHD5 —SDS (2) 2x VERTICAL (MIN) NOTES; 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. EXTERIOR SHEATHING NOT SHOWN FOR CLARITY SIMPSON SSTB2O ANCHOR BOLT (DETAIL 6 2x SILL TYPICAL SIMPSON STRONG -TIE C�6 PHD5 -SDS3 HOEDOWN ANCHOR N.T.S. 10d COMMON NAILS IN 2 ROW NAIUNG PATTERN 0 TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAIUNG PATTERN 10d COMMON NAILS 0 6" VERTICAL SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAIUNG PATTERN ON EACH SIDE OF SPUCE (REF DETAIL FOR NAILING PATTERN 10d COMMON NAILS 0 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLE " EXTERIOR SHEATHING W/ 4' —O" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF SILL 2 ROW NAIUNG PATTERN 0 SILL (REF DETAIL FOR NAIUNG PATTERN 1t" MINIMUM EDGE. DISTANCE EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) TYPICAL 2 ROW NAIUNG PATTERN ALT;RNATE METHOD; INSTALL ". BEAD UQUID NAILS • "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (MOTE; BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL PANEL N.T.S. 0 SIMPSON SSTB20 ANCHOR BOLT LOCATE 3" TO 5" FROM TOP OF FOOTING ADD (1) #4 REBAR IN MONOLITHIC FOUNDATION PER SIMPSON REQUIREMENT (NOT REQUIRED IN STEMWALL FOUNDATION) NOTE: 1. FOUNDATION WIDTH MUST BE 6" MIN. 2. FOUNDATION TYPE SHOWN IS FOR DISPLAY PURPOSES ONLY. 3. SAME DETAIL APPUES TO BOTH MONOUTHIC AND STEM WALL FOUNDATIONS. TYPICAL SIMPSON STRONG -TIE SSTB20 ANCHOR BOLT INSTALLATION N.T.S. ��L N z 0 N 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -- 897 -- 6932 t 1 DATE: Nov. 2012 'ON 80P SCALE: as shown i F New Renovation and Addition on Tybee Island, Georgia for Mrs. Vicki Patten Shearwall . Details J.l G,ORG14 1 * MO It- 44ftb, ' NU. E.S _I -0"2— _40 1 sc::" A DRAWING NUMBER A......... 6 6 of 8 sheets d i e 4 P o D i v a y Z O N E L O C A T I O N S G E N E R A L S T R U C T U R A L N O T E S 1 ) A L L W O R K T O C O N F O R M T O T H E R E Q U I R E M E N T S C C T H E F O L L O W I N G ( A ) I N T E R N A T I O N A L R E S I D E N T I A L C O D E - 2 0 0 6 ( I R C - 2 0 0 6 ) ( B ) S T A N D A R D F O R H U R R I C A N E R E S I S T A N T R E S I D E N T I A L C O N S T R U C T I O N ( S S T D - 1 0 - 9 9 ) ( C ) W O O D F R A M E C O N S T R U C T I O N M A N U A L F O R O N E A N D T W O F A M I L Y D W E L L I N G S ( 1 9 9 5 S B C H I G H - W I N D E D I T I O N ) 2 ) W I N D O W S , G L A S S D O O R S , & S K Y L I G H T S S H A L L B E A P P R O V E D A N D I N S T A L L E D T O C O M P L Y M T H B O T H N E G A T I V E A N D P O S T I V E P R E S S U R E S A S R E Q U I R E D B Y S S T D 1 0 - 9 9 . D O C U M E N T A T I O N O F C O M P U A N C E S H A L L B E A V A I L A B L E O N S I T E F O R E A C H W I N D O W , D O O R O R S K Y L I G H T A T T H E F R A M I N G I N S P E C T I O N . ( S S T D T A B L E 6 0 2 A 1 , 6 0 2 A 2 , 6 0 2 A 3 ) 3 ) I F A P P R O V E D D O O R S , W I N D O W S , O R S K Y L I G H T S A R E N O T U S E D T H E N W O O D S T R U C T U R A L P A N E L S M U S T B E P R O V I D E D F O R E A C H O P E N I N G . P A N E L S W I L L H A V E A M I N I M U M T H I C K N E S S O F 7 / 1 6 I N C H E S A N D A M A X I M U M S P A N O F 8 F E E T . P A N E L S M U S T B E P R E C U T T O S I Z E W I T H A T T A C H M E N T H A R D W A R E P R O V I D E D A N D N U M B E R E D S O T H A T A H O M E O W N E R W I L L B E A B L E T O I D E N T I F Y T H E P R O P E R L O C A T I O N F O R E A C H P A N E L ( I R C 3 0 1 . 2 . 1 . 2 . A N D S S T D 6 0 4 ) N O T E S : 1 . D E S I G N P R E S S U R E ( D P ) V A L U E S A R E U S T E D I N P O U N D S / S Q U A R E F O O T ( P S F ) 2 . h = M E A N R O O F H E I G H T A N D I S M E A S U R E D F R O M G R A D E T O H A L F W A Y U P T H E R O X ) F 3 . a = L E N G T H O F Z O N E ( 5 ) L O C A T E D A T T H E C O R N E R S O F T H E B U I L D I N G A D I S T A N C E O F T H E F O L L O W I N G C R I T E R I A : A . T H E S M A L L E R O F T H E F O L L O W I N G : i . 1 0 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 4 1 1 8 . B U T N O T L E S S T H A N T H E L A R G E R O F E I T H E R O F T H E F O L L O W I N G : i . 4 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 3 F E E T " W I N D O W A N D D O O R D E S I G N P R E S S U R E ( D P ) R A T I N G N . T . S . B E N D A D D I T I O N A L S T R A P O V E R T O P O R C U T O F F 5 / 8 " 0 S I M P S O N S S T B A N C H O R B O L T ( S S T B 2 4 ) S i m p s o n S t r o n g - T l e P A 5 1 I N T E R M E D I A T E H O L D O W N W I T H P A 5 1 ( S I M I L A R P A 6 8 ) N O T E : S E E T Y P I C A L W A L L S E C T I O N . 4 ) D E S I G N C R I T E R I A : F L O O R U V E L O A D F L O O R U V E L O A D B A L C O N Y U V E L O A D ( A R E A < 1 0 0 F T " 2 ) B A L C O N Y U V E L O A D ( A R E A > 1 0 0 F T " 2 ) R O O F L I V E L O A D R O O F U V E L O A D C O R N E R S T U D C O N N E C T E D T O T R A N S F E R S H E A R S I M P S O N P H D 5 - S D S 3 R O O F M O W L O A D G R O U N D S N O W L O A D ( P G ) F L A T R O O F S N O W L O A D ( P F ) S N O W E X P O S U R E F A C T O R ( C E ) S N O W L O A D I M P O R T A N C E F A C T O R ( 1 ) T H E R M A L F A C T O R ( C T ) W I N D L Q A Q S . B A S I C W 1 N D S P E E D W I N D I M P O R T A N C E F A C T O R ( 1 ) W I N D E X P O S U R E I N T E R N A L P R E S S U R E C O E F F I C I E N T ( C C M C O M P O N E N T S & C L A D D I N G P R E S S U R E E A R T H Q U A K E Q E S G N D A T A , S E I S M I C I M P O R T A N C E F A C T O R ( I E ) S E S M I C U S E G R O U P S P E C T R A L R E S P O N S E A C C E L E R A T I O N ( S S ) S P E C T R A L R E S P O N S E A C C E L E R A T I O N ( S S ) S P E C T R A . R E S P O N S E C O E F F I C I E N T ( S D S ) S P E C T R A L R E S P O N S E C O E F F I C I E N T ( S 0 1 ) S I T E C L A S S S R I S M I C D E S I G N C A T E G O R Y S E I S M I C R E S P O N S E C O E F F I C I E N T ( C S ) R E S P O N S E M O D I F I C A T I O N F A C T O R ( R ) B A S I C S E I S M I C F O R C E R E S I S T I N G S Y S T E M D E S I G N B A S E S H E A R ( V ) A N A L Y S I S P R O C E D U R E = 4 0 P S F = 6 0 P S F = 1 0 0 P S F = 2 0 P S F = 0 P S F = 0 P S F 1 . 0 = 1 . 0 = 1 . 0 = f ��P H = 1 . 0 = 8 = * 0 . 1 8 = 3 2 P S F = 1 . 0 = 1 = 0 . 4 0 4 = 0 . 1 4 7 = 0 . 5 4 1 = 0 . 3 2 9 = D = D = . O 6 = 6 = B E A R I N G W A L L S W I T H S H E A R P A N E L S = 4 5 K I P S = S I M P U F I E D A N A L Y S I S P R O C E D U R E ( 1 6 1 7 . 5 ) D O U B L E S T U D M I N I M U M T O T R A N S F E R S H E A R S I M P S O N P H D 5 - S D S 3 5 / 8 " 0 S I M P S O N S S T B A N C H O R B O L T ( S S T B 2 4 ) C O R N E R H O L D O W N W I T H S I N G L E A N C H O R O N S T E ) 4 W A L L N O T E : S E E F O U N D A T I O N P L A N F O R L O C A T I O N . I N T E R M E D I A T E H Q I , D Q W N W I T H S I N G L E A N C H O R O N S T E M W A L L N O T E : S E E F O U N D A T I O N P L A N F O R L O C A T I O N . 1 0 0 N A I L S A T 1 2 " o . c . S P A C I N A T E A C H E N D O F S H E A T H I N G A T S P U D S ( P R O V I D E 2 X B L O C K I N G A S R E Q U I R E D ) T Y P I C A L I N T E R I O R S H E A T H I N G N A I L I N G P A T T E R N N . T . S . 0 4 , N A I L I N G P A T T E R N S P E C I F I E D I S D E S I G N E D T O T R A N S F E R U P U F T F O R G E S T O F O U N D A T I O N T Y P I C A L E X T E R I O R S H E A T H I N G P A N E L ( R E F . D E T A I L A T R I G H T F O R T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N ) S E C O N D F L O O R J O S T F R A M I N G B E H I N D ( V E R T I C A L S T U D W A L L S B E H I N D N O T S H O W N F O R " C L A R I T Y ) U S E C O N T I N U O U S S H E A T H I N G O V E R S E C O N D F L O O R F R A M I N G S T A G G A R J O I N T S H O R I Z O N T A L L Y r T Y P I C A L E X T E R I O R S H E M H I N G I N S T A L L A T I P A T T E R N C A 7 T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N N . T . S . 2 R O W S O F 1 0 D N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T T O P P L A T E ( R E F . D E T A I L F O R N A L I N G P A T T E R N ) 1 0 0 N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T E A C H E N D O F E X T E R I O R S H E A T H I N G A T P A N E L S P U C E ( P R O V I D E 2 X B L O C K I N G A S R E Q U I R E D ) 2 R O W S O F ' 1 0 D N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T B O T T O M P L A T E ( R E F . D E T A I L F O R N A I U N G P A T T E R N ) M I L N A I L I N G P A T T E R N S P E C I F I E D I S D E S I G N E D T O 1 R A N S F E R U P U F T F O R C E S T O F O U N D A T I O N E X T E N T O F H E A D E R D O U B L E P O R T A L F R A M E ( T W O B R A C E D W A L L P A N E L S ) E X T E N T O F D O U B L E P O R T A L F R A M E Q E D W A L L P A N E L S ) " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 , 1 1 M I N . 3 " X 1 1 . 2 8 " N E T H E A D E R 6 ' 7 O 1 8 ' A S T E N T O P P L A T E t Q H E A D E R W V T W O R O W S O F 1 6 D S I N K E R N A I L S A T 3 O . C . T Y P . 1 0 0 0 L B 0 0 0 L B S T R A P O P P O S I T E S H E A T H I N G A S T E N Z E A T H I N G T O 3 e O . C �� I N A t l F R A M I N G N D S B L O C K I N G . G . A N D S r . N W - T 1 6 ' O R O N E S S I T O T Y E S T F I S C T O E S T W O S T O R Y U C U R N . 2 X 4 F R A M I N G 3 / S " M I N . T H I C K N E S S W O O D S T R U C T U R A L P A N E L . S H E A T H I N G 1 M I N . D O U B L E 2 X 4 P O S F - I N . 4 2 0 0 L B T I E - D O W N D E V I C E ( E M B E D D E D I N T O C O N C R E T E A N D N A I L E D T O F R A M I N G ) S E E S E C T I O N 8 6 0 2 . 1 0 . 6 . 2 e + 4 I Y P I C A L F R A M E C O N S T R U C T I " F O R A �� _ M I C E ��: E L B L O C K E D . / A N D O C C U R W H I N 2 4 O F M I D - H E I G H T . O N E R O W O F T Y P . S H E A T H I N G - T O - F R A M I N G N A I L I N G I S R E Q U I R E D . I F ' B L O C K I N G I S B ��N A I T O G W I T H 3 - 1 6 D R E I S T I V . D a r D E V I C E A L T . 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" " " " " " 1 0 0 N A I L S A T , 6 " $ 8 8 V E R T I C A L S P A C I N G A T E D G E ( T Y P ) 9 " E X T E R I O R S H E A T H I N G 1 0 D N A I L S A T - - 1 - 2 " " " V E R T I C A L S P A C I N G A T I N T E R I O R S T U D " ( T Y P ) " " _ " " " T Y P I C A L E X T E R I O R , S H E A T H I N G N A I U N G P A T T E R N . / D O U B L E 2 x M I N I M U M F O R H E A D E R O R B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) 1 0 1 U N G J O I S T ( R E F P L A N F O R S I Z E I r A N D S P A C I N G ) ( 2 ) S I M P S O N M T S 1 2 M I N . U N L E S S N O T E D O T H E R W I S E X 6 P . T . S . Y . P . W O O D C O L U M N { O P T I O N A L 8 X 8 P . T . S . Y . P . W O O D C O L U M N ) R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H S M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E . O O R J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) S I M P S O N A B U 6 6 ( U S E S I M P S O N A B U 8 8 W / ( 2 ) 1 " 0 A N C H O R B O L T S F O R 8 X 8 C O L U M N ) " 1 ' R N A 3 0 7 T H R E A D E D R O D w / 6 " M I N . E M B E D I N T O F O U N D A T I O N w / S I M P S O N A C R U C - T I E A D H E S I V E F O U N D A T I O N P L A N F O R F O U N D A T I O N T Y P E 1 } ' P I Q A i , W o o C O L U M N H 0 L Q 0 W N A N C H O R T Y P I C A L C O L U M N H O L D O W N D E T A I L S 1 / 2 " T Y P I C A L 2 R O W N A I L I N G P A T T E R N D O U B L E 2 x M I N I M U M F O R H E A D E R O R . B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) " - C B U N G J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) { 2 ) S I M P S O N M 1 5 1 2 M I N . U N L E S S N O T E D O T H E R W I S E X 6 P . T . S . Y . P . W O O D C O L U M N { O P 1 1 O N A L 8 X 8 P . T . S . Y . P . W O O D C O L U M N ) R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H S I M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E . M P S O N A B U 6 6 ( U S E S I M P S O N A B U 8 8 W / ( 2 ) r 0 A N C H O R B O L T S F O R 8 X 8 C O L U M N ) A 3 0 7 T H R E A D E D R O D w / 6 ' M I N . E M B E D I N T O F O U N D A T I O N w / S I M P S O N A C R Y U C - 1 1 E A D H E S I V E F O U N D A 1 1 O N P L A N F O R F O U N D A T I O N T Y P E T Y P I C A L W O O D Q O j J M N 1 1 0 j . D O W 4 A N C H O R N J $ . * E X P O S U R E 8 * * E X P O S U R E C , * I N C L U D I N G I S L A N D S A N D W A T E R / M A R S H F R O N T P R O P E R T Y I N C L U D I N G I S L A N D S A N D W A T E R / M A R S H F R O N T P R O P E R T Y I N C L U D I N G I N L A N D P R O P E R T Y O N L Y M E A N R O O F H E I G H T Z O N E ( 4 ) Z O N E ( 5 ) Z O N E ( 4 ) Z O N E ( 5 ) Z O N E ( 4 ) Z O N E ( 5 ) 1 5 ' D P 3 5 D P 4 5 D P 4 0 D P 5 0 D P 5 0 D P 6 0 2 0 ' D P 3 5 D P 4 5 D P 4 5 D P 5 5 D P 5 0 D P 6 5 2 5 ' D P 3 5 D P 4 5 D P 4 5 D P 5 5 D P 5 5 D P 6 5 1 3 0 ' D P 3 5 D P 4 5 O P 5 0 D P 6 0 D P 5 5 D P 7 0 3 5 1 D P 3 5 D P 4 5 D P 5 0 D P 6 0 _ D P 5 5 D P 7 0 4 0 ' D P 4 0 D P 4 5 D P 5 0 D P 6 5 D P 6 0 D P 7 0 4 5 ' D P 4 0 D P 5 0 D P 5 5 D P 6 5 D P 6 0 D P 7 5 5 0 ' D P 4 0 D P 5 0 D P 5 5 D P 6 5 D P 6 0 D P 7 5 N O T E S : 1 . D E S I G N P R E S S U R E ( D P ) V A L U E S A R E U S T E D I N P O U N D S / S Q U A R E F O O T ( P S F ) 2 . h = M E A N R O O F H E I G H T A N D I S M E A S U R E D F R O M G R A D E T O H A L F W A Y U P T H E R O X ) F 3 . a = L E N G T H O F Z O N E ( 5 ) L O C A T E D A T T H E C O R N E R S O F T H E B U I L D I N G A D I S T A N C E O F T H E F O L L O W I N G C R I T E R I A : A . T H E S M A L L E R O F T H E F O L L O W I N G : i . 1 0 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 4 1 1 8 . B U T N O T L E S S T H A N T H E L A R G E R O F E I T H E R O F T H E F O L L O W I N G : i . 4 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 3 F E E T " W I N D O W A N D D O O R D E S I G N P R E S S U R E ( D P ) R A T I N G N . T . S . B E N D A D D I T I O N A L S T R A P O V E R T O P O R C U T O F F 5 / 8 " 0 S I M P S O N S S T B A N C H O R B O L T ( S S T B 2 4 ) S i m p s o n S t r o n g - T l e P A 5 1 I N T E R M E D I A T E H O L D O W N W I T H P A 5 1 ( S I M I L A R P A 6 8 ) N O T E : S E E T Y P I C A L W A L L S E C T I O N . 4 ) D E S I G N C R I T E R I A : F L O O R U V E L O A D F L O O R U V E L O A D B A L C O N Y U V E L O A D ( A R E A < 1 0 0 F T " 2 ) B A L C O N Y U V E L O A D ( A R E A > 1 0 0 F T " 2 ) R O O F L I V E L O A D R O O F U V E L O A D C O R N E R S T U D C O N N E C T E D T O T R A N S F E R S H E A R S I M P S O N P H D 5 - S D S 3 R O O F M O W L O A D G R O U N D S N O W L O A D ( P G ) F L A T R O O F S N O W L O A D ( P F ) S N O W E X P O S U R E F A C T O R ( C E ) S N O W L O A D I M P O R T A N C E F A C T O R ( 1 ) T H E R M A L F A C T O R ( C T ) W I N D L Q A Q S . B A S I C W 1 N D S P E E D W I N D I M P O R T A N C E F A C T O R ( 1 ) W I N D E X P O S U R E I N T E R N A L P R E S S U R E C O E F F I C I E N T ( C C M C O M P O N E N T S & C L A D D I N G P R E S S U R E E A R T H Q U A K E Q E S G N D A T A , S E I S M I C I M P O R T A N C E F A C T O R ( I E ) S E S M I C U S E G R O U P S P E C T R A L R E S P O N S E A C C E L E R A T I O N ( S S ) S P E C T R A L R E S P O N S E A C C E L E R A T I O N ( S S ) S P E C T R A . R E S P O N S E C O E F F I C I E N T ( S D S ) S P E C T R A L R E S P O N S E C O E F F I C I E N T ( S 0 1 ) S I T E C L A S S S R I S M I C D E S I G N C A T E G O R Y S E I S M I C R E S P O N S E C O E F F I C I E N T ( C S ) R E S P O N S E M O D I F I C A T I O N F A C T O R ( R ) B A S I C S E I S M I C F O R C E R E S I S T I N G S Y S T E M D E S I G N B A S E S H E A R ( V ) A N A L Y S I S P R O C E D U R E = 4 0 P S F = 6 0 P S F = 1 0 0 P S F = 2 0 P S F = 0 P S F = 0 P S F 1 . 0 = 1 . 0 = 1 . 0 = f ��P H = 1 . 0 = 8 = * 0 . 1 8 = 3 2 P S F = 1 . 0 = 1 = 0 . 4 0 4 = 0 . 1 4 7 = 0 . 5 4 1 = 0 . 3 2 9 = D = D = . O 6 = 6 = B E A R I N G W A L L S W I T H S H E A R P A N E L S = 4 5 K I P S = S I M P U F I E D A N A L Y S I S P R O C E D U R E ( 1 6 1 7 . 5 ) D O U B L E S T U D M I N I M U M T O T R A N S F E R S H E A R S I M P S O N P H D 5 - S D S 3 5 / 8 " 0 S I M P S O N S S T B A N C H O R B O L T ( S S T B 2 4 ) C O R N E R H O L D O W N W I T H S I N G L E A N C H O R O N S T E ) 4 W A L L N O T E : S E E F O U N D A T I O N P L A N F O R L O C A T I O N . I N T E R M E D I A T E H Q I , D Q W N W I T H S I N G L E A N C H O R O N S T E M W A L L N O T E : S E E F O U N D A T I O N P L A N F O R L O C A T I O N . 1 0 0 N A I L S A T 1 2 " o . c . S P A C I N A T E A C H E N D O F S H E A T H I N G A T S P U D S ( P R O V I D E 2 X B L O C K I N G A S R E Q U I R E D ) T Y P I C A L I N T E R I O R S H E A T H I N G N A I L I N G P A T T E R N N . T . S . 0 4 , N A I L I N G P A T T E R N S P E C I F I E D I S D E S I G N E D T O T R A N S F E R U P U F T F O R G E S T O F O U N D A T I O N T Y P I C A L E X T E R I O R S H E A T H I N G P A N E L ( R E F . D E T A I L A T R I G H T F O R T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N ) S E C O N D F L O O R J O S T F R A M I N G B E H I N D ( V E R T I C A L S T U D W A L L S B E H I N D N O T S H O W N F O R " C L A R I T Y ) U S E C O N T I N U O U S S H E A T H I N G O V E R S E C O N D F L O O R F R A M I N G S T A G G A R J O I N T S H O R I Z O N T A L L Y r T Y P I C A L E X T E R I O R S H E M H I N G I N S T A L L A T I P A T T E R N C A 7 T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N N . T . S . 2 R O W S O F 1 0 D N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T T O P P L A T E ( R E F . D E T A I L F O R N A L I N G P A T T E R N ) 1 0 0 N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T E A C H E N D O F E X T E R I O R S H E A T H I N G A T P A N E L S P U C E ( P R O V I D E 2 X B L O C K I N G A S R E Q U I R E D ) 2 R O W S O F ' 1 0 D N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T B O T T O M P L A T E ( R E F . D E T A I L F O R N A I U N G P A T T E R N ) M I L N A I L I N G P A T T E R N S P E C I F I E D I S D E S I G N E D T O 1 R A N S F E R U P U F T F O R C E S T O F O U N D A T I O N E X T E N T O F H E A D E R D O U B L E P O R T A L F R A M E ( T W O B R A C E D W A L L P A N E L S ) E X T E N T O F D O U B L E P O R T A L F R A M E Q E D W A L L P A N E L S ) " 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 , 1 1 M I N . 3 " X 1 1 . 2 8 " N E T H E A D E R 6 ' 7 O 1 8 ' A S T E N T O P P L A T E t Q H E A D E R W V T W O R O W S O F 1 6 D S I N K E R N A I L S A T 3 O . C . T Y P . 1 0 0 0 L B 0 0 0 L B S T R A P O P P O S I T E S H E A T H I N G A S T E N Z E A T H I N G T O 3 e O . C �� I N A t l F R A M I N G N D S B L O C K I N G . G . A N D S r . N W - T 1 6 ' O R O N E S S I T O T Y E S T F I S C T O E S T W O S T O R Y U C U R N . 2 X 4 F R A M I N G 3 / S " M I N . T H I C K N E S S W O O D S T R U C T U R A L P A N E L . S H E A T H I N G 1 M I N . D O U B L E 2 X 4 P O S F - I N . 4 2 0 0 L B T I E - D O W N D E V I C E ( E M B E D D E D I N T O C O N C R E T E A N D N A I L E D T O F R A M I N G ) S E E S E C T I O N 8 6 0 2 . 1 0 . 6 . 2 e + 4 I Y P I C A L F R A M E C O N S T R U C T I " F O R A �� _ M I C E ��: E L B L O C K E D . / A N D O C C U R W H I N 2 4 O F M I D - H E I G H T . O N E R O W O F T Y P . S H E A T H I N G - T O - F R A M I N G N A I L I N G I S R E Q U I R E D . I F ' B L O C K I N G I S B ��N A I T O G W I T H 3 - 1 6 D R E I S T I V . D a r D E V I C E A L T . B R A C E D W A L L P A N E L A T D O O R / W I N D O W O P E N I N G S 1 ��1 N . T . S . " " " " " " " " " " " " " " " i 1 1 1 " " " " " " " " " " " " " i " " " " 1 I I " " " " " T Y P I C A L R O O F S H E A T H I N G N A I L I N G P A T T E R N 1 0 D N A I L S A T J . 2 � c . S P A C I N G A T E D G E ( T Y P ) 1 5 / 3 2 * 0 S 8 P L W D . S H E A T H I N G , S E E S H T . A 4 . 0 0 N A I L S A T 1 2 � " b . c . S P A C I N G A T I N T E R I O R R A F T E R ( ) 1 . k . ) P a , I S " " i " i " " " " " " " " " " " " " " " " " " t . " " " " " " 1 0 0 N A I L S A T , 6 " $ 8 8 V E R T I C A L S P A C I N G A T E D G E ( T Y P ) 9 " E X T E R I O R S H E A T H I N G 1 0 D N A I L S A T - - 1 - 2 " " " V E R T I C A L S P A C I N G A T I N T E R I O R S T U D " ( T Y P ) " " _ " " " T Y P I C A L E X T E R I O R , S H E A T H I N G N A I U N G P A T T E R N . / D O U B L E 2 x M I N I M U M F O R H E A D E R O R B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) 1 0 1 U N G J O I S T ( R E F P L A N F O R S I Z E I r A N D S P A C I N G ) ( 2 ) S I M P S O N M T S 1 2 M I N . U N L E S S N O T E D O T H E R W I S E X 6 P . T . S . Y . P . W O O D C O L U M N { O P T I O N A L 8 X 8 P . T . S . Y . P . W O O D C O L U M N ) R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H S M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E . O O R J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) S I M P S O N A B U 6 6 ( U S E S I M P S O N A B U 8 8 W / ( 2 ) 1 " 0 A N C H O R B O L T S F O R 8 X 8 C O L U M N ) " 1 ' R N A 3 0 7 T H R E A D E D R O D w / 6 " M I N . E M B E D I N T O F O U N D A T I O N w / S I M P S O N A C R U C - T I E A D H E S I V E F O U N D A T I O N P L A N F O R F O U N D A T I O N T Y P E 1 } ' P I Q A i , W o o C O L U M N H 0 L Q 0 W N A N C H O R T Y P I C A L C O L U M N H O L D O W N D E T A I L S 1 / 2 " T Y P I C A L 2 R O W N A I L I N G P A T T E R N D O U B L E 2 x M I N I M U M F O R H E A D E R O R . B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) " - C B U N G J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) { 2 ) S I M P S O N M 1 5 1 2 M I N . U N L E S S N O T E D O T H E R W I S E X 6 P . T . S . Y . P . W O O D C O L U M N { O P 1 1 O N A L 8 X 8 P . T . S . Y . P . W O O D C O L U M N ) R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H S I M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E . M P S O N A B U 6 6 ( U S E S I M P S O N A B U 8 8 W / ( 2 ) r 0 A N C H O R B O L T S F O R 8 X 8 C O L U M N ) A 3 0 7 T H R E A D E D R O D w / 6 ' M I N . E M B E D I N T O F O U N D A T I O N w / S I M P S O N A C R Y U C - 1 1 E A D H E S I V E F O U N D A 1 1 O N P L A N F O R F O U N D A T I O N T Y P E T Y P I C A L W O O D Q O j J M N 1 1 0 j . D O W 4 A N C H O R N J $ . Z 0 �% - - - - - - - - - - - - - - - - - - - - - - - , - - 1 0 3 N A S S A U D R I V E S A V A N N A H , G E O R G I A 3 1 4 1 0 9 1 2 8 9 7 6 9 3 2 1 I I a I N _ N Z g z a S C A L E a s s h o w n I I N e w R e n o v a t i o n a n d A d d i t i o n o n T y b e e I s l a n d , G e o r g i a f o r M r s . V i c k i P a t t e n T y p i c a l D e t a i l > I s , , . s . . / 1 ( f f . % t 1 f G , 0 W o . . Q . N O . * P R O F E S S I O N A L 1 t " 1 . l 2 , ��j , ��F t i c i ` I T / 4 R G 2 8 3 7 2 N E B ' ��. A B D R A W I N G A 7 N U M B E R 7 o f 8 s h e e t s U S °. �. ' CI C�j # t x a NEC 210.12 200 Dwelii:i e, 15- and 20-ampere bran installed to dw 211 areas snai. in=:errti te'- n`'vtCCtic'} P'TER P tats. All 120-volt. s= circuits supplying outlets iiy rooms, dining rooms, dens, hedrooms. sunroorns, ;1 s, or similar rooms of otec t ci h,: a listed arc -fault circuit ,`nination type, installed to provide branch circuit. EXISTING ELECT. TO REMAIN. , iBl ik Flu gmia•'Eie can o c n one-i3 Hoot @A i14 1 NIA-60J a `t FP 2-. 7 ir2r , m Vbcs N.31-6-11 or r z..4.! 510.,zp,,,le. (zr ._a eta -fe'+I ra.aJ. PROVIDE BLOCKING FOR NEW RECEPTACLE & TV JACK. CEIUNG MOUNT. OWNER TO VERIFY LOCATION. ►:' ;: Lower Level Electrical Moor Plan SCALE: 1 /4 " =1' —a" QV F.' ur usz€�-t it'lia. o o n iso Ki E3SmdC 5 ar and Him ����- :5c.7e c.`lSe4J WATERPROOF OUTLETS. FIELD VERIFY HGT. ABOVE FIN. FLOOR AS PER CODE, TYP. of 6. ALLMN e '.� �j 4;f`.B v�7� SERVICE IN UDE MUST BE COPPErg NO ALUMIUNM ALLONED lion 9, W)— section 9 -a ®A Dovoloptiaca PROVIDE BLOCKING FOR NEW RECEPTACLE & TV JACK. CEIUNG MOUNT. OWNER TO VERIFY LOCATION. ELECTRICAL LEGEND CHANDELIER RECESSED INCANDESCENT - CEIUNG MOUNTED FIXTURE +-0 WALL MOUNTED FIXTURE -} RECESSED DIRECTIONAL $ SWITCH SINGLE POLE $3 3 —WAY SWITCH $4 4 —WAY SWITCH RECESSED FAN /LIGHT RECESSED FAN FLORESCENT FIXTURE c FLORESCENT BULB Q FLOOD LIGHT T PHONE JACK PHONE JACK (FLR. MT.) : 1 /2 POLE OUTLET COVE LIGHT FIXTURE CATV OR EQUAL ec OUTLET 110v. OUTLET W /GROUND FAULT OUTLET WATER PROOF RECESSED INCAND. VAPOR PROOF CE OUTLET 220v. OUTLET (COUNTER HGT. MOUNT) H.D. ' OUTLET GARAGE DOOR (CLG. MT.) E SMOKE DETECTOR 0 THERMOSTAT TV CABLE JACK Q DOOR BELL BUTTON GARAGE DOOR BUTTON CEIUNG FAN 1. SEE ELECTRICAL DEMOLITION PLANS FOR ANY SERVICES TO BE RELOCATED. 2. MINIMUM 12 GAUGE ELECTRICAL WIRING. USE ONLY SOUTHERN BELL PHONE LINES COORDINATE SEPARATE PHONE FOR FAX & SPECIAL PURPOSES WITH OWNER. 3. PROVIDE *_)=THRE E ELEC. /BATTERY BACK —UP SMOKE DETECTORS LOCATE AS DIRECTED. 4. PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. 5. ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE. V.W CEIUNG FAN W/UGHT FIXTURE BREAKER PANEL CHIME SWITCH W/DIMMER 6. CONTRACTOR SHALL COORDINATE WITH SOUND AND LOW — VOLTAGE CONTRACTOR FOR SET —UP AND LOCATION OF SOUND STATIONS AND CONTROLS. 7. CONTRACTOR WILL BE RESPONSIBLE TO INSTALL ALL APPLIANCES AND COORDINATE WITH CABINET CONTRACTOR FOR THE SAME. 8. CONTRACTOR SHALL COORDINATE WITH CABINET CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. B. UNDER COUNTER LIGHTING AND IN CABINET LIGHTING TO BE COORDINATED WITH CABINET CONTRACTOR'S DRAWINGS AND SPECS. ELECTRICAL PANEL NOTES 1. CLEARANCES A. CEILING = NOT LESS THAN 36" BETWEEN TOP OF SWITCHBOARD AND ANY COMBUSTIBLE CEILING UNLESS PROVIDED WITH NON — COMBUSTIBLE SHIELD. B. DEPTH TABLE 110 -26 (a) WORKING SPACES NOMINAL VOLTAGE TO GROUND 1 2 0 TO 150 3 3 151 TO 600 3 3.5 4 CONDITIONS ARE DEFINED AS PER NEC 110 -26 CONDITION CONDITION CONDITION LLC Residential • Designers • Planners P.O. Box 50443 • Savannah, GA 31410 Office/Fe= 912.349.1600 1 I z o 8 I I I ,`r Una 4Ji. s e G4,4RG *,0/..4°U4 �. ``' DRAWING NUMBER A1111•111111110=1 8 8 of 8 sheets