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WHITE OAK LN_2.pdf
Is.01/LOGAN STREET AP SITE �Oyvz'e VICINITY MAP LEGEND BENCHMARK I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET 0 C.M.S. CONCRETE MONUMENT SET 0 C.M.F. -CONCRETE MONUMENT FOUND E915TIL& 289295E —WATER-- WATER LINE UTILITIES PROTECTION CENTER WATER VALVE VALVE IN MH )a- FH FH FIRE HYDRANT ss— SANITARY LINE SANITARY MANHOLE SANITARY CLEANOUT Fl%A— —FM— FORCEMAIN —GAS— ----GAS— GAS LINE _T_ _T_ TELEPHONE LINE E ELECTRICAL LINE _4 PL —OHPL— OVERHEAD POWER LINE In FA GRATE INLET 40 AM.,, CURB INLET 0 pp 0 Pp POWER POLE 00 LP LP LIGHT POLE 10 .00 TELEPHONE BOX m ELECTRIC BOX _x_y_ _x_x CHAINED -LINK FENCE WOOD FENCE SILT FENCE 12 t2— CONTOUR WOOD LINE R/R RAILROAD R/W RIGHT-OF-WAY FF FINISHED FLOOR ELEV TC TOP OF CURB Ta TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE TH. THROAT BEES 1. 1- INVERT ELEVATION LO UVE OAK Pm PINE PALM 0P MIC HICKORY MAO MAGNOLIA LRLN LAUREL OAK wo WATER OAK SITE DATA: PROJECT AREA: 4,717 SF - 0.108 ACRES AREA {3F DISTURBANCE: 0.108 AC ZONING: R-2 P.I.N.: 4-0019 -04-M2 PROJECT ADDRESS. 2 WHIM OAK LANE PROJWr CrrY- TYBEE ISLAND, GA. DISTRICT NUN BER: ??? LOT NU ER: LOT A, FORT WARD OWNERNAMR- bUKE JONES CONTACII: bUKE JONES OWNER ADDRESS- 4607 HABERSHAM STREET OWNER CITY- SAVANNAH, GA. TELEPHONE NO.: ??? DATE OF SURVEY. 08/30/12 GOVERNING AGENCY- TYBEE ISLAND STABILIZE SIDE SLOPES NTH GRASS SEED VAR{ � s' I I i --III = 5 f =`�� j�I 1 1 MIN. GRASS SWALE CROSS-SECTION FA \N NSF N NAFH NATIONAL BANK LOT E PIN # 4-0019-04-016 WHITE OAK LANE NOTES: 1. ALL L ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVID 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3, THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD833. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LO(_,"ATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO326F, PANEL 135164, EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. )4- PINE "v 4" OAK A 18'0 K I&% CONTR-UCT SWALE TO is DRAIN/ AS SHOWN. 7s2s2 asy v IRRIGATION VALVE SS%4H TOP 6,85 IZ 3.20 N\F JOHN & ANGIE HAYS LOT 8 PIN # 4-0019-04-013 4 WHITE OAK LANE 3 STORY FRAME RESIDENCE rn RECE CONCRETE 5" x'5"x3-1/8" WATERSHED PERMEABLE W X lr CONCRETE By LOW COUNTRY PAVEM. (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE CURB TYP NO. $AGGREGATE BEDDING COURSE -MAX. r IN 6PENINGS (75MM) THICK No. a AGGREGATE _.ASTM NO. 57 OPEN GRADED AGGREGATE 4 IN. MIN. DEPTH 4" COARSE SAND FILTER SOIL SUBGRADE GEOTEXIILE suarRADE TO BE COMPACTED TO 957. STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) P -52A PERMEABLE PAVER PAVEMENT, SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. + 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF + 4,717 X 0.60 = 0.07 ACRES PERVIOUS AREA: 3,027 SF -10- 4, 717 X 0.35 = 0.22 ACRES N OTE: ALL DISTURBED AREAS TO BE GRASSED. CMF GRAPHIC SCALE ( IN FEET ) I inch = 10 f t. STAMP. El OJUGINAL MUZASM FOR CONSUUCnON DAM - NO DATE nMCN E DRAWM =La SSMH----"'Y TOP 9.63 I.E. -1.07 I.E. -1.07 ME I.E. 1.44 PLAN UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS MWORE YOU DIG \N NSF N NAFH NATIONAL BANK LOT E PIN # 4-0019-04-016 WHITE OAK LANE NOTES: 1. ALL L ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVID 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3, THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD833. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LO(_,"ATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051CO326F, PANEL 135164, EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. )4- PINE "v 4" OAK A 18'0 K I&% CONTR-UCT SWALE TO is DRAIN/ AS SHOWN. 7s2s2 asy v IRRIGATION VALVE SS%4H TOP 6,85 IZ 3.20 N\F JOHN & ANGIE HAYS LOT 8 PIN # 4-0019-04-013 4 WHITE OAK LANE 3 STORY FRAME RESIDENCE rn RECE CONCRETE 5" x'5"x3-1/8" WATERSHED PERMEABLE W X lr CONCRETE By LOW COUNTRY PAVEM. (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE CURB TYP NO. $AGGREGATE BEDDING COURSE -MAX. r IN 6PENINGS (75MM) THICK No. a AGGREGATE _.ASTM NO. 57 OPEN GRADED AGGREGATE 4 IN. MIN. DEPTH 4" COARSE SAND FILTER SOIL SUBGRADE GEOTEXIILE suarRADE TO BE COMPACTED TO 957. STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) P -52A PERMEABLE PAVER PAVEMENT, SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. + 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF + 4,717 X 0.60 = 0.07 ACRES PERVIOUS AREA: 3,027 SF -10- 4, 717 X 0.35 = 0.22 ACRES N OTE: ALL DISTURBED AREAS TO BE GRASSED. CMF GRAPHIC SCALE ( IN FEET ) I inch = 10 f t. STAMP. El OJUGINAL MUZASM FOR CONSUUCnON DAM - NO DATE nMCN E [3 REIFASED FOR CONSTRUCTION DATE: BY SITE DRAWM =La ME PLAN UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS MWORE YOU DIG SCAM- Vmlo! THROUGHOUT GEORGIA 1-800-282-7411 PROJECrNO: 120559 DATE- 1243-2012 40 DRAWN BY. JAP CHECKED BY. MDC NOT70;CONSTRUcnow SHEETNO: [3 REIFASED FOR CONSTRUCTION DATE: BY SITE r 'o c� Zo SITE q TF 0,q� _14NC VICINITY MAP ,LEGEND BENCHMARK I.F.F. IRON PIN FOUND O I.P.S. IRON PIN SET ❑ C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED --WATER-~ -WATER- WATER LINE ---�----8r--- WATER VALVE VALVE IN MH FH r--L FIRE HYDRANT _SS — -- S SANITARY LINE - to. SANITARY MANHOLE '°' --- SANITARY CLEANOUT FM FM FORCEMAIN -----GAS— —GAS --- GAS UNE T TELEPHONE LINE -----E----E ELECTRICAL LINE ---OHPL——OHPI-- OVERHEAD POWER LINE ® ® GRATE INLET /I It I AdRSCURB INLET o PP 0 PP POWER POLE -0 LP ov LP LIGHT POLE d ® TELEPHONE BOX M ELECTRIC BOX ---x—x -- —x—x— CHAINED -LINK FENCE - -� -- -❑-❑- WOOD FENCE --�-®----�-�r- SILT FENCE 12 12 CONTOUR WOOD LINE R/R RAILROAD R/W RIGHT-OF-WAY FF FINISHED FLOOR El EV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE TH. THROAT TREES I.E. INVERT ELEVATION LO LIVE OAK P PINE PM PALM • HIC HICKORY MAG MAGNOLIA LRLO LAUREL OAK WO WATER OAK sm t +jBCrARR&- 4IJ170-11108ACM AFXA0FDNTU32MCEb &103AC a 1L 4-W19 44M C ; :M 19AXIX Db'TA=NE1A0E1b IOrNMOE& I0117AFORTWAM OWNIMNAMM MMJONM OUr". I _Mr M C W=r r a7 3TFj-w.. TBLHPH(=bXL- N? DATE OF SURM: STABILIZE SIDE SLOPES WITH GRASS SEED NOTES: 0 VARI - I 1=1 I 1i s 9- � - =III=111 � I l i- ArsN & GRASS SWALE CROSS-SECTION CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE t.►�J • 8" X 12" CONCRETE BY LOW COUNTRY PAVERS (LCPAVER.COM)I ^+ FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE S CURB TYP. NO. 8 AGGREGATE BEDDING COURSE -MAIC. 3" IN OPENINGS (75MM) THICK NO. 8 a; AGGREGATE STM NO. 57 OPEN GRADED AGGREGATE �— e i 4 IN. MIN. DEPTH k. �E_ 4"' COARSE SAND FILTER"" '" � A.,` IIII 11--c1i n�I It II II - -"I- oi3 SOIL suBGRADE GEOTExTILE "104 w SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) +r f P -52A PERMEABLE PAVER PAVEMBNT SEMON f � H SSMH f TOP 9.63 I.E. –1.07 / I.E. -1'°' I.E. 1.44 f IMPERVIOUS AREA: �� ��� HOUSE: 1,120 SQ. FT. -� 4,717, X 0.95 = 0.23 ACRES ~~ +" = �o. PERMEABLE PAVERS: 570 SF 4,717 X 0.50 = 0.07 ACRES �� I 1 \, �bl + PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES STmdp.l. �----� \ \ N\F N NAFH NATIONAL BANK LOT E PIN # 4-0019-04-016 WHITE OAK LANE 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVD 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051 C0326F, PANEL 135164, EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. l �\ „m, ►,. PticNOTE: � 1� ALL DISTURBED AREAS TO BE GRASSED. �n��**jHr�� 4 4' OAK 1 CONSTIRUCT NEW SWALE TO DRAIN AS SHOWN. GRASS ALL DISTURBED AREAS WITH SOD. ORIGINAL RELEASED FOR NO DNIE REVSION i 94g R FG � �+ h ro / 'cr ATU AL DIRE 11ON OF LOIN � \ ^Q Q l IRF � f Sd1-A SII T FENCE /� f �� Cn ( � � CMG: � �f r o C40 N\F C) JOHN & OT ANGIE NAYS PIN # 4-0016-04-013 #� 4 WHITE OAK LANE � 3 STORY °s / FRAME RESIDENCE to -4 CABLE j q . (p 2- t Ox -~° 3 a8' IRRIGATION VALVE AVERAGE SSMH 41 ),OWED TOP 6.85 I.E. 3.2r GRAPHIC SCALE, 10 0 5 10 20 ( IN FEET ) I inch = 10 ft. SITE PLAN UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS � BEFORE YOU DIG SCAM 1" =10 THROUGHOUT GEORGIA PRQijSGTN#7e !tea 1-800-282– 7411 DAT& 22-13 12 D"wxW .tom 40 8 CHEOM W. Mu; Q NIDT FOR coNwRiJCTIm S1iI8E xQ ❑ MaXAMD F=CM8=UC=N SI'D'E DAM 1w LEGEND BENCHMARK o I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET ❑ C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED -WATER- -WATER- WATER LINE WATER VALVE VALVE IN MH FH FH FIRE HYDRANT SANITARY LINE SANITARY MANHOLE SANITARY CLEANOUT —FM ---FM FORCEMAIN -CAS- --GAS-- GAS LINE T T TELEPHONE LINE -----E--E ELECTRICAL UNE -OHP!_- -OHPL- OVERHEAD POWER UNE ® ® GRATE INLET CURB INLET 0 PP 0 PP POWER POLE 0-0 LP on LP LIGHT POLE 0 ® TELEPHONE BOX ® rm ELECTRIC BOX -> - - -x_x- CHAINED -LINK FENCE - -- u- __cF__0_ WOOD FENCE -- -- - -a--a- SILT FENCE 12--- 12 CONTOUR ^-, WOOD LINE R/R RAILROAD R/W RIGHT--OF-WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE TH. THROAT IRDS I.E. INVERT ELEVATION LO LIVE OAK P PINE 0 PM PALM HIC HICKORY MAG MAGNOLIA LRLO LAUREL OAK WO WATER OAK SM DATA: PRDJBCr ARM 4,717 SP - 0.108 AURIS AREA OF Db1URBANC3& 0.108 AU Gt1SMG: RA PZNa 44)M9 4)44312 PROJEc.TAL'DREI;S: 2 WWM QAiC1ME PROJWr CNY: TYBEE Bim, GA. D1 "r=NUMBER: PR IA)T MAIM- 10r A, P01LT WAM 0wNmxAAm MMJONN CON WP. MRJONN C VN=ADDBE8S: 4607 S OAYINM C:YPY: SAYANA3 K G& 'I'EL72HOdNR NO-- PR DATE OF SURVEY: 08/30/12 (;0VBRXTA EN a iiBER STABILIZE SIDE SLOPES WITH GRASS SEED 1' MIN. VARIE ��r-iiI-1II�I�' I MNI NOTES: 8" X 12" CONCRETE FLUSH HEADER CURB N GRASS SWALE CROSS-SECnON \ \ N\F N NAFN NATIONAL RANK LOT E PIN 4-0019-04-016 Wl`l1TE OAK LANE 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVD 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, N AD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051 C0326F, PANEL 135164, EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. CMF le PINE s4 4" OAK CONSVRUCT NEW s SWALff TO DRAIN AS SHOWN. GRASS ALL % Ds1 s2 ��'*DISTAIRBED AREAS WITH SOD. f ` 70 .0 f i NNF JOHN do ANGIE HAYS / LOT B PIN # 4-0019-04-013 4 WHITE OAK LANE / 3 STORY / FRAME RESIDENCE o� i �Z \ \ IRRIGATION VALVE SSMH \ .. TOP 6.85 1.E. 3.2� —CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE BY LOW COUNTRY PAVERS (LCPAVER.COM) SSMH AGGREGATE ON OPENINGS TOP 9.63 f I.E. -1.07 / I.E. -1.07 / I.E. 1.44 f ,IN AGGREGATE UTILITIES PROTECTION CENTER STM NO. 57 OPEN GRADED AGGREGATE RECEIVED t CALL THREE WORKING DAYS BEFORE YOU DIG 4 IN. MIN, DEPTH \ \ N\F N NAFN NATIONAL RANK LOT E PIN 4-0019-04-016 Wl`l1TE OAK LANE 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVD 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, N AD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051 C0326F, PANEL 135164, EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. CMF le PINE s4 4" OAK CONSVRUCT NEW s SWALff TO DRAIN AS SHOWN. GRASS ALL % Ds1 s2 ��'*DISTAIRBED AREAS WITH SOD. f ` 70 .0 f i NNF JOHN do ANGIE HAYS / LOT B PIN # 4-0019-04-013 4 WHITE OAK LANE / 3 STORY / FRAME RESIDENCE o� i �Z \ \ IRRIGATION VALVE SSMH \ .. TOP 6.85 1.E. 3.2� —CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE BY LOW COUNTRY PAVERS (LCPAVER.COM) AGGREGATE ON OPENINGS OPEN—GRADED AGGREGATE -TYP. NO. 8 AGGREGATE BEDDING COURSE—MAX. 3" OPENINGS (75MM) THICK NO. 8 ,IN AGGREGATE UTILITIES PROTECTION CENTER STM NO. 57 OPEN GRADED AGGREGATE RECEIVED t CALL THREE WORKING DAYS BEFORE YOU DIG 4 IN. MIN, DEPTH „ ... ... .... .. ,. 4" COARSE SAND FILTER THROUGHOUT GEORGIA `—SOIL SUBGRADE \—GEOTEXMLE SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 688 (4). (DCI NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISi1NG TREES INSIDE DRIP LINE) P -52A PERMEABLE PAVER PAVEh4E NT SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. = 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0.60 = 0,07 ACRES PERVIOUS AREA: 3,027 SIF 4,717 X 0.35 = 0.22 ACRES OTE: ALL DISTURBED AREAS GRASSED. CMF GRAPHIC SOLE 5 10 20 ( IN FEET ) 1 inch = 10 f STAMP. � 40 Na 11261 PROFMANAL �i *INC S STAMP ORIC'NAL REIEA.SED FGR CY)NSfR1JC: K)N D&f& No DMIE REVIS1 N t un SI'IE PIAN UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG SCAT In =IV THROUGHOUT GEORGIA ROJEcrXQ 12(M P 1-800-282-7411 DAM M13-2012 DP.&Mq W. JAP 40 p CMFA= BY' MDC. ® NOT FOR cONSTRUCTmN SI3M NO [� REI.EAS D FOR C.ONSTRUC:TM SITE DATE: Iasi: 0�►LaGAlel STREET' � . • - • sTAsl�s��wAss o. VARIES. 1' MIN. Pokik �k k �� k k• ----k � � SITE, k, J. k , CRASS SWALE CROSS-SECTION. VICINITY. MAPssmH / LEGEND fQP. 9.63 ! BENCHMARK I.E. -1.07 1 o I.P.F. IRON PIN FOUND I.E. -1.07 0- I.P.S. IRON PIN SET I.E. 1.44 13 C.M.S. CONCRETE MONUMENT SET CONCRETE MONUMENT FOUND Ir C.M.F. o - - EXISTI LG 2RC2CS1✓D � f g�no -.WATER- ---WATER-•- WATER LINE �- ___e --•-- WATER VALVE ------{®---- VALVE IN MH }- FH -- FH FIRE HYDRANTO I f/ •- � � --•�- SS �--• -�-Ss --.•.. SANITARY LINE � f '. -' � FA j --E -- - SANITARY MANHOLE .r � SANITARY CLEANOUT f� f t h� j 4. PINE��� _Fm- ---FM FORCEMAIN -•-GAS . ---GAS- GAS LINT T- T TELEPHONE LINE -- ---E � L. LINE INt~ _I_,o`� . --•-oHpL OHPl.--- OVERHEAD POM UNI: Qom, o/ I y 6,. �. 24 OAK ' IT a» o� f ._ ._4 .. . GRATE INLET �• CURB INLET O PP O PP P€afWM POLE j f ♦sem CONT14UCT SWALE TO .U' LP LIGHT POLE_ 18' o I NC,I I MARK: �y; I TELEPHONE BOX PK NAIL IN ASPHALT !lAiNf AS SHAWN. [ ELECTRIC BOX ELEVATION 9.47 - f f ps1. s2 ,_,.x._._.x.... _.x ---x-. CHAINED--UNK FENCE NAvt� ss f I 1 f -0-13- WOOD FENCE �- --- SILT FENCE ! �,,o jj 1� ♦ / . 12 - 12- CONTOUR f /� 16" IN 10.5 f 1� , . WOOD LINE TELEPHONE FG I ti o f Cs. / PEDESTAL RA RAILROAD R/W- RIGHT -OF --WAY FF FINISHED FLOOR ELEV TC TOP OF CURB ,� „ �� l /ohs ,. fi� DA �'` ♦ f TO TOP OF GUT'T'ER PP A� TW TOP OF WALK f 1 goo All, .a TP TOP OF PAVEMENT TELEPHONE f �o FG FG FIELD GRADE PEDESTAL -Ib i 7400n RCP REINFORCED CONCRETE PIPE f CMP CORRAGATED METAL PIPE TH. THROAT o� f �� 4t Q f z 1 I.E. INVERT ELEVATION L INZO 19 •--0 12 � FG .0e ti L© LIVE. OAK oti .� ` i 41T AK LAp PINE ea PM PALM HIC HICKORY {.1! MAO MAGNOLIA � SSMH LRLO LAUREL ©AK TOP 9:95 , f,� FG WO. WATER OAK �ti� I.E. 2.15' 1 �,,` \_10.9 5 / �'j ! , SITE DATA: FRojFC r AREA: 4,717 SF - 008.ACRES AREA OF DISTURBANCE: 0.108 AC . ZONING: R-2 PI.N.: 4-0019 -"012 PROJECTADDRES& 2 WHM OAKLANE PROJECT CITY: TYBEE ISLAND, GA, D>! MCT jNUNDER: P?? LOT NUAME& LOT.A, FORTWARD OWNERNAME: MMEJONES If CONTAC'Tc M.= JONES + r1 OWNER CITY: SAVANNAH, GA. - TELEPHONE. NO.. ??? I Be DATE OF SURVEY: 08/30/12 . GOVERNING AGENCY: TYBEE ISLAND P tNG T MATC 1 IS"n G PAVING 1 RADE i 1 t NSI: NAFH NATIONAL SAND LOT E PIN # 4--0019-04-016 WHITE OAK LANE NOTES: S. 1. ALL ELEVATIONS BASED ON MEAN -SEA LEVEL DATUM (NAVD 85). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS. SURVEY IS BASED ON GRID NORTH GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN- ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE. RATE. -MAP NUMBER 13051 Cfl326F, PANEL 135164, .EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE, FLOOD ELEVATION 11, NAVD 58. 10.5 °j• ! 0 FG l \N\F JOHN & ANGIE HAYS LOT 8 PIN # 4- 0019--04-013 \ 4 WHITE OAK LANE Os1Ds2 3 STORY FRAME: RESIDENCE ELF-bleiCAL TRANSFbR,V1ER CABLE �! ox { TEL ONE { PERE \ WATT~ WY f METE % No IRRIGATION VALVE sstH TOP 6.85 CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE 8" X IV' CONCRETE BY Low COUNTRY PAVERS: (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE CURS TYP. NO. 4 AGGREGATE 8E!?DING COURSE --MAX. 3„ IN OPENINGS (75MM) THICK NO. 8 AGGREGATE ASTM NO. 57 OPEN GRADED AGGREGATE .:s'.• 4 IN. MIN. DEPTH ---AT11IIaE 11 4.„ COARSE SAND FILTER SOIL SUBGRADE GE07 X i1LE SUBGRADE TO BE COMPACTED 70 95X STANDARD PROCTOR DENSITY PER ASTM D 698 (4) (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING 'TREES INSIDE DRIP UNE) PERMEABLE PAVER PAVEMENT- SECTION IMPERVIOUS AREA: FT. 4, 717 0.915 = 0.23 ACRES HOUSE: 1,120 Std. PERMEABLE PAVERS: 570 SE + 4,717 X 0.60 = 0.07 ACRES PERVIOUS AREA:. 3,027 SF : 4,717 X 0.35 = 0.22 ACRES NOTE: ALL DISTURBED AREAS TO "BE GRASSED, CMF GRAPHIC SCALE s 10 20 ( IN FEET ) . I inch = 14 fL. UTUTIES PROTECTION CENTER CALL THREE WORKING DAYS � BEFORE YOU AIG THROUGHOUT GEORGIA 1--800-262--7411 L SrAiP: - 0=]N.AL RZXMW f*R cola 'RUC ON Dfilm_ NO DAM REaV,%M ti c T fi SITE PLA' SCALB: 1" --IT PROJBC NOe 120,359 DAT& 12.13.21112 DRAWN BY: JA$ . CHBmw 33'Y: RIM °I.00AN Ap STREET STABILIZE SITE SLOPES � - , 4. j �C• VATH • GRASS SEED. VARIES. •/ 0 r° SITE ire VICINITY. MAP LEGEND Q? BENCHMARK o I.P.F. IRON PIN FOUND 0. I.P.S. IRON PIAL SET Q C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCR€TE MONUMENT FOUND XI.. TING PRt7Pas� . —.WATER-;-- —WATER— WATER LINE WA'T'ER VALVE VALVE IN MH FH FH FIRE HYDRANT '--fss--°---� SANITARY LINE SANITARY MANHOLE ° -'--a ° SANITARY CLEANOUT '-�'-FM----•- —FM— FORCEMAIN --GAS— . ----GAS CCAS LIME 7— T TELEPHONE LINE --------I:E ELECTRICAL LINE ---OHPL--'--�----OI'II S OVERHEAD POWER LINE F3 . to GRATE INLET - - AM-,,, CURB INLET 0 PP .O PP POWER POLE *a .LP 0.0 LP LIGHT POLE 06 In TELEPHONE BOX p Ia ELECTRIC BOX --x--x — —x ---x -- CHAINED --LINK FENCE WOOD FENCE -- --ISI----IIS--- SILT FENCE ------12---• '--12- CONTOUR ''''"'+•,r.'r^ WOOD UNE R/R RAILROAD R/W- RIGHT-OF-WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMR CORRAGATED METAL PIPE Mi. THROAT I.E. INVERT EL.EVATIUAI BEES LO LIVE. OAK' P PINE PM PALM • HIC " HICKORY MAG MAGNOLIA LMLO LAUREL OAK W4 . WATER OAK WE DATA: . PROJE r ARF : 4,717 SF -• 0.108 ACRES .AREA OF DISTURBANCE: 0.108 AC . ZONING-. R-2 P.T.N.: 4.0019 -04-012 E'R.t3JECT ADDRESS: 2 WHITE 0AK LANE PROJECT CITY: TYBEE ISLAND, GA. DISTRICT NUMBER- ??? LUT MUMMER: LOT A, FORT WAR} OvNER NAME: MIKE J ?NES CONTACn MIKE JONES ..� OWNER ADDRESS: 4607 HABERSHAM STREET OWNER CITY: SAVA.NWAH, GA. t 13✓1.EP.i7.ONi3 J.V Osi 3': DATE OF SURVEY: 08/30/12 GOVEMNG AGENCY: T' EE ISLAND A Imo, ,' MIN. naso GRASS SWALE CROSS-SECTION F rf TOP. 9.63 I.E. -1.07 I.E. -•1.07 j I.E. 1.44 1 g 5 . � P ISG Tt} MAIC ISi'IG PAVING 1 RADE NSF, NAi=H NATIONAL BANK � LOT E PIN # 4-0019-04-016 • WHITE OA; LANE NOTES: 1. ALL ELEVATIONS BASED. ON MEAN SEA LEVEL DATUM (NAVD 88). 2. ALL. BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND -ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF TNIS. SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER. 13051C.0 -326F, PANEL 135164', EFFECTIVE DATE: SEPTEMBER 26, 2008; EASE. FLOOD ELEVATION 11, NAVD 88. N 4" PINE��� f 1 14" OAK 18' 0 K s� CONTFiUCT SWALE TO DRAM AS SHOWN. 1791 s2 10.0. 1 CABLE 1 /-Box , wv/ IRRIGATION VALVE SSIMH TOP 6.85 I.E. 3.2v N\F 8" X 12" CONCRETE JOHN & ANGIE HAYS FLUSH HEADER LOT 6 'tj 1 F rf TOP. 9.63 I.E. -1.07 I.E. -•1.07 j I.E. 1.44 1 g 5 . � P ISG Tt} MAIC ISi'IG PAVING 1 RADE NSF, NAi=H NATIONAL BANK � LOT E PIN # 4-0019-04-016 • WHITE OA; LANE NOTES: 1. ALL ELEVATIONS BASED. ON MEAN SEA LEVEL DATUM (NAVD 88). 2. ALL. BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND -ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF TNIS. SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER. 13051C.0 -326F, PANEL 135164', EFFECTIVE DATE: SEPTEMBER 26, 2008; EASE. FLOOD ELEVATION 11, NAVD 88. N 4" PINE��� f 1 14" OAK 18' 0 K s� CONTFiUCT SWALE TO DRAM AS SHOWN. 1791 s2 10.0. 1 CABLE 1 /-Box , wv/ IRRIGATION VALVE SSIMH TOP 6.85 I.E. 3.2v IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF + 4,717 X 0:60 = 0.07 ACRES - PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES x Q - NOTE:. ALL DISTURBED AREAS TO BE GRASSED. CMF GRAPHIC SCALE i4 0 5 t0 20 ( IN FEET 1 inch - 10 fL ORIGINAL RSLMSED FOR COiwtB'DiIUMON D A.T& NO DATE BION Its I DRAW MCI TUM N\F 8" X 12" CONCRETE JOHN & ANGIE HAYS FLUSH HEADER LOT 6 CURB pitI # 4--0019-04--1313 4 WHITE OAK LANE 3 STORY FRAME RESIDENCE IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF + 4,717 X 0:60 = 0.07 ACRES - PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES x Q - NOTE:. ALL DISTURBED AREAS TO BE GRASSED. CMF GRAPHIC SCALE i4 0 5 t0 20 ( IN FEET 1 inch - 10 fL ORIGINAL RSLMSED FOR COiwtB'DiIUMON D A.T& NO DATE BION Its I DRAW MCI TUM CONCRETE Sr X 5"x 3-•1/8" WATERSHED PERMEABLE 8" X 12" CONCRETE BY LOW COUNTRY PAVERS, (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE CURB T'YPNO. 8 AGGREGATE BEDDING COURSE --MAX. 3" IN 6PENINGS (75MM) THICK NO. 8 . AGGREGATE „ • •' . r r.:.; _`• STM NO. 57 OPEN PLAN ;',,.`:.:..:: ;, • : .. GRADED AGGREGATE . CU 4 COARSE SAND FILTER BWOM YET D THROUGHOUT GEORGIA SOIL SUBMAOE GEOTEXTIL E PROJECT NO: 124559 SUBGRADE TO BE COMPACTED ATO '85X STANDARD 1-800-582•-7411 PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) P' -52A PERMEABLE PAVE. PAVEN013N.T. SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF + 4,717 X 0:60 = 0.07 ACRES - PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES x Q - NOTE:. ALL DISTURBED AREAS TO BE GRASSED. CMF GRAPHIC SCALE i4 0 5 t0 20 ( IN FEET 1 inch - 10 fL ORIGINAL RSLMSED FOR COiwtB'DiIUMON D A.T& NO DATE BION Its I DRAW MCI TUM > srm PLAN UTILITIES PROTECTION CENTER CALL THMM WORKING DAYS CU BWOM YET D THROUGHOUT GEORGIA PROJECT NO: 124559 1-800-582•-7411 DAM 12-13-2012 DRAWN BY. JAP . 40 CHECKED BY: MDC NOT FOR CON RUCTION SHEET 1'•10. RELYMED FOR CONSTRUCr ION sirpv E LOG AN STREET ; �q Ci � G �• STABIUZE SIDE SLOPES WITH GRASS SEED. VARIES. 11 MiN,� STE ., CRASS SWALE CROSS—SECTION . VICINITY . MAP SSMH / LEGEND TOP. 9.63 / BENCHMARK' I.E. –1.07 f I.P.F. IRON PIN FOUND I.E. 1.44 / 0 I.P.S. IRON PIN SET . IE. 1.4� - { C1 C•M.S, CONCRETE MONUMENT SET' ■ C,M.F. -CONCRETE MONUMENT FOUND I T PR�PClaE�, � I �• �,� --.�•- -• .WATER--• --WATER— WATER LINE ••---- WATER VALVE Aw VALVE IN MHA FH FIRE HYDRANT I . ... *� o� CMF ti SS --- ---•- SANITARY LINE --- ••---- A SANITARY MANHOLE � I j l FH r �r r SANITARY CLEANOUT -' ! 1 •;..-, +4" PINE \� -----F�,i• ----- ,.-�,•FM•----� I:ORCEMAIN . { ° I 16\' -•—GAS ----GAS•--- OAS LINE -----T-�- -- T TELEPHONE LIFE � ,gyp. A� _-_- E_..._ _.. --�--£ ELECTRICAL UNI J - �- y. �• '�. 24 OAK I'+ 14" OAK-- _OHPL_--OHPL----- OVERHEAD POWER UNI~ I I 6 -- ..- -- / GRATE INLET" tea,•„ CURB INLET 0 PP 0 PP POWER POLE 0 K � CONTR�ICT SWALE TO r r _MARK:. `s DRAIN/ AS S[-IQtfitN, € .LP LI' LIGHT TOLE C MAIL IN ASPHALT /" ! I I `acs`• m TELEPHONE BOX EVATION 8.47 ELEC'T`RIC BOX AVO 88 C�s9 s2 -•x-•--x--- —x x---• CHAINED -LINK FENCE �- •:-•T�--C}-- WOOD FENCE 1 ---�-- -- --lII4-- SILT FENCE � ! __�_ti_o #� jf �► / �,, ,...... 12' 2---••-• CONTOUR 1 3s" tray 90.5 j �O X / ",. WOOD LINE { o f TELEPHONE FG I �a'`. / PEDESTAL f R/R RAILROAD / R/W RIGHT--OF-WAY FF FINISHED FLOOR ELEV1 3C TOP 01= CURB � ! � ��' TG TOP OF GUTTER PP �� - �'�j 1 �� 18" Ali � ��• ���,� � .� � '�. TW TOP OF WALK TP TDP OF PAVEMENT TELEPHONE I � � FG �!• ���• r •°o PEDESTALFG FIELD GRADE ��� ` / 11, a RCP REINFORCED CONCRETE PIPE �'� '�''/ CMP CORRAGATED METAL PIPE TH. THROAT I.E. INVERT ELEVATION / w10.5 '' " • / TREES IN:4-0 19 -0 12 / FG LO UVE . OAK' S+ / WHITE AK LA / 7 a P PINE ft3 / / �N f • PM PALM HIC HICKORY � ! MAG MAGNOLIA 5SMH LRLfl LAUREL OAK "'i► IOP 9:95.,♦ FG r ! I t wo . WATER OAK �'�► I.E. 2.15 j 90,9 . PROJECT' AREA-. 4,717 SF - 4,148 A.CRTES AREA. DF DISTuRBANC&- 4.148 AC . ZONING. R-2 P3.N,: 9 -"2. PROJ=ADDRESS: 2'WHITB QAKLANE PROJ= arses: TYBES ISLAtI), GA. DIS'T'RACT NUMSER: ? LOT NUMBEI-: LOT A, FORT WARD OWNER �: � CIAiRS -CONTACT. WIKEJONES OWNER ADDRESS: 4647 HAS$RSHAM STREET OWNER • SAVANNAH, GA, - ' T SPHONE NO. ?? a so DATE OF SURVEY. 48/34/12 GOVERNING AGENCY: TYBEE MAND A \' N\F R 14AFH NATIONAL $ANIS LOT E PIN # 4-0019-04-016 WHITE OAK LANE NOTES; 1, ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM NAVD 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND -ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS. SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. , BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE. -MAP NUMBER' 13051 C0328F, PANEL 133184'1 • EFFECTIVE DATE: SEPTEk/iBER 28, 2008, BASE. FLOOD ELEVATION 11, NAVD 88. CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE S" X 2" CONCRETE' BY LOW COUNTRY PAVERS, (LCPAVER-COM) FLUSH HEADER AGGhEGATE ON OPENINGS OPEN -GRADED AGGREGATE CURB TYP. NO. 8 AGGREGATE COURSE - NO. M8 X. 3" IN GiPENINGS AGGREGATE NO. 57 OPEN ::.: GRADED AGGREGATE �',,', , •ti . 4 IN. MIN, DEPTH •''' por— (DO =4# COARSE SAND FILTER SOIL SUBGRADE GEOITEXTILE SUBGRADE TO BE COMPACIED.70 95X STANDARD PROCTOR DENSITY PER ASTM D 698 (4), NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXIS"nNG TREES INSDE DRIP UNE"} —52A PER.NMABLE PAVER•PAVENMNT SECTION N\F J014N & ANGIE MAYS LOT 8 PIN # 4- 0019-04-013 :s2] , 4 WHITE OAK LANE STORY { FRAME RESIDENCE r �i rCABLE f/ Ox ! � f � J WV/ Z IRRIGATION VALVE l SSMH TOP 6.85 I.E. 3.20 IMPERVIOUS AREA: 'FT. 4, 717 0.95— 0, 23 ACRES HOUSE; 1,120 S£. PERMEABLE PAVERS: 570 SF : 4,717 X 0.80 = 0.07 ACRES PERVIOUS AREA:. 3,027 SF : 4,717 X 0.35 = 0,22 ACRES 1 NOTE:. ALL. 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N A T I O N A L B A N K L O T E P I N # 4 - 0 0 1 9 - 0 4 - 0 1 6 W H I T E O A K L A N E N O T E S : 1 . A L L E L E V A T I O N S B A S E D O N M E A N S E A L E V E L D A T U M ( N A V D 8 8 ) . 2 . A L L B U I L D I N G S E T B A C K S A R E T O C O N F O R M T O L O C A L Z O N I N G O R D I N A N C E S . 3 . T H I S P R O P E R T Y I S S U B J E C T T O A N Y A N D . . A L L E A S E M E N T S , C O V E N A N T S , O R R E S T R I C T I O N S E I T H E R R E C O R D E D O R U N R E C O R D E D . 4 . T I M E H O R I Z O N T A L D A T U M O F T H I S S U R V E Y I S B A S E D O N G R I D N O R T H , G E O R G I A S T A T E P L A N E , E A S T Z O N E , N A D 8 3 . 5 . B A S E D O N M Y O B S E R V A T I O N T H I S P R O P E R T Y I S L O C A T E D I N . - Z O N E A E , A 1 0 0 Y E A R S P E C I A L F L O O D H A Z A R D A R E A A D E T E R M I N E D B Y F E D E R A L E M E R G E N C Y M A N A G E M E N T A G E N C Y ( F E M A ) F L O O D I N S U R A N C E D A T E . M A P N U M B E R 1 3 0 5 1 C 0 3 2 6 F , P A N E L 1 3 5 1 6 4 ' ' , E F F E C T I V E D A T E : S E P T E M B E R 2 6 , 2 0 0 8 ; B A S E . F L O O D E L E V A T I O N ' 1 1 , N A V D 8 8 . t i . - ` 4 P I N E l L 1 4 " O A K 1 1 3 ' 0 K f&s �� C O N T W C T S W A L E T O D R A I N / A S S H O W N . r X f f V 1 0 . 5 t a i 7 q C F G N \ F J O H N & A N G I E H A Y S L O T 3 y P I I S # 4 : 0 0 1 9 - 0 4 - 0 1 3 E ) s i / D S 2 4 W H I T E O A K L A N E 3 S T O R Y F R A M E R E S I D E N C E \ �� f l E t T , R I C A L f r R A N S F V , I E R C A B L E I N O x f O N E / ) E L I N . N A T E ' W V i + B E T E 4 I R R I G A T I O N V A L V E f S S j 6 H T O P 6 . 8 5 t . E . 3 . 2 t ' % - S O I L S U B G R A D E \ _ g E 0 7 E X T I L E S U B G R A D E T O B E C O M P A C T E D : T O 9 5 X S T A N D A R D P R O C T O R D E N S I T Y P E R A S T M D 6 9 8 ( 4 ) . ( D O N O T C O M P A C T S U B G R A D E I F B E I N G P L A C E D A R O U N D E X I S T I N G T R E E S I N S I D E D R I P U N E ) P - ��2 A P E R M E A B L E P A V E R - p A E w N T . S E C n o N I M P E R V I O U S A R E A : A M ��[ ��Q ����} " + U �� S E : ( } . ����1 , / ��1 2 0 S Q . F T . : p 4 1 7 1 7 X 0 . 9 = j 0 . 2 3 A C R E S A C R E S ��' ' ` P E R M E A B L E L E t A V E R S " 5 7 0 D S F : x - , 7 1 7 X 0 . 6 0 = 0 . 0 7 / C R E S P E R V I O U S A R E A : 3 , 0 2 7 S F : 4 , 1 1 7 X 0 . 3 5 = 0 . 2 2 A C R E S N O T E : . A L L D I S T U R B E D A R E A S T O - B E G R A S S E D . C M F G R A P H I C S C A L E C O I F M U C i ' i O N D A T & N U D A T E R S V l O N C A o " q 0 z o 0 ��w , % " M A G T : S m p 1 m U T I L I T I E S P R O T E C T I O N C E N T E R �� C A L L T H = w o n m r , D A Y S B I S ' n Y O U D I G s c m a . 1 � n M U G H O U T G B O R G i A 1 - 8 0 0 - 2 8 2 " - 7 4 1 . 1 3 P R O J E C r N O . 1 = 9 ( I N F E E T ) . 1 i n c h M 1 0 f I N N O T M R C O N S T C n O N E ] M M E M 1 J F O R C U N . 9 T I t i T = O N D A T E : B Y : D A T i L : 1 2 - 1 9 1 2 C O N C R E T E 5 " x S " x , 3 - - 1 / 8 " W A T E R S H E D P E R M E A B L E 8 " X 1 2 " C O N C R E T E D R A W N B Y : . B Y L O W C O U N T R Y P A V E R S , ( L C P A V E R . C O M ) F L U S H H E A D E R A G G R E G A T E O N O P E N I N G S O P E N - G R A D E D A G G R E G A T E C U R B N O . 8 A G G R E G A T E B E D D I N G C C I U R S E - - M A X . r I N O P E N I N G S ( 7 5 M M ) T H I C K N O . 8 . . " A G G R E G A T E t a , r " " " " �� ~ " N Q l i 7 { P E N r " . Y . : G R A D E D A G G R E G A T E 4 I N . M I N . D E P T H r ` " ' ^ ' ` ` " I l l f - " - " ! l I - - I ��: ' t i e ` \ �� I I # I i I 1 " 4 " C O A R S E S A N D F I L T E R % - S O I L S U B G R A D E \ _ g E 0 7 E X T I L E S U B G R A D E T O B E C O M P A C T E D : T O 9 5 X S T A N D A R D P R O C T O R D E N S I T Y P E R A S T M D 6 9 8 ( 4 ) . ( D O N O T C O M P A C T S U B G R A D E I F B E I N G P L A C E D A R O U N D E X I S T I N G T R E E S I N S I D E D R I P U N E ) P - ��2 A P E R M E A B L E P A V E R - p A E w N T . S E C n o N I M P E R V I O U S A R E A : A M ��[ ��Q ����} " + U �� S E : ( } . ����1 , / ��1 2 0 S Q . F T . : p 4 1 7 1 7 X 0 . 9 = j 0 . 2 3 A C R E S A C R E S ��' ' ` P E R M E A B L E L E t A V E R S " 5 7 0 D S F : x - , 7 1 7 X 0 . 6 0 = 0 . 0 7 / C R E S P E R V I O U S A R E A : 3 , 0 2 7 S F : 4 , 1 1 7 X 0 . 3 5 = 0 . 2 2 A C R E S N O T E : . A L L D I S T U R B E D A R E A S T O - B E G R A S S E D . C M F G R A P H I C S C A L E C O I F M U C i ' i O N D A T & N U D A T E R S V l O N C A o " q 0 z o 0 ��w , % " M A G T : S m p 1 m U T I L I T I E S P R O T E C T I O N C E N T E R �� C A L L T H = w o n m r , D A Y S B I S ' n Y O U D I G s c m a . 1 � n M U G H O U T G B O R G i A 1 - 8 0 0 - 2 8 2 " - 7 4 1 . 1 3 P R O J E C r N O . 1 = 9 ( I N F E E T ) . 1 i n c h M 1 0 f I N N O T M R C O N S T C n O N E ] M M E M 1 J F O R C U N . 9 T I t i T = O N D A T E : B Y : D A T i L : 1 2 - 1 9 1 2 D R A W N B Y : . C I ( E C K E D B Y N D C M W T N O . s i ���� '" LOGAN STREET � �,� � �'Y gyp, SITE VICINITY . MAP LEGE D BENCHMARK' o I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET . C:I C.M.S. CONCRETE MONUMENT SEW` ■ C.M.F. -CONCRETE MONUMENT FOUND € TI - 7WATER-�- --WATER— MATER LINE WATER VALVE VALVE IN MH FH FH ' FIRE HYDRANT ---- SS - _Ss_ SANITARY LINE SANITARY MANHOLE SANITARY CLEANOUT - ----FM— ----FM— FORCEMAiN ----GAS— . ---GAS GAS LINE ------T------ T TELEPHONE LINE -- E ELECTRICAL UNE ----OHPL-- —E HPL — OVERHEAD POWER LINE 9 �'IN� GRATE INLET "' Z ., - ' CURB INLET 0 PP 0 PP POWER POLE 00 .LP 0I LP LIGHT POLE In , TELEPHONE BOX 9 ELECTRIC BOX CHAINED—LINK FENCE �- --CF--0— WOOD FENCE ----1III•---�-,- SILT FENCE -----12— 1 CONTOUR WOOD LINE R/R RAILROAD R7/W- RIGHT--OF-WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE GMP CORRAGATED METAL PIPE TH. THROAT I.E. INVERT ELEVATION IREES LO LIVE. OAK' P PINE PM 'PALM NIC HICKORY • MAG MAGNOLIA LRLO LAUREL OAK WO . WATER OAK WE DATA: . PROJECT Ai SA:- 4,717 SF - &l08 AaW AREA OF DISTURBANCE- &108 AC . ZONING: R-2 P.Q.N.: "019 -04412 PROJECT ADDRESS: 2WIUMQAKLANE PROJEt;I't;u'Y: TYI'Im ISLAND, GA. IDIS ICT NUU BER: ??? LOT NU ER: LOT A, FORT WARD OWNERNAME: b9 JONES CONTA : M=JONM .� OWNER ADDitUS: 4607 HABER.SHAM STREET OWNER CITY: SAVANNAH, GA_ ' TELEPHONE NO.: ??? c DATE OF SURVEY: 08/34/12 GOVERNING AGENCY: TYBEE ISLAND I�A STABILIZE SIDE SLOPES WITH .GRASS SEED �soGRASS SWALE. CROSS—SECTION r \` N\>= N NAF'H NATIONAL BANK LOT E PIN # 4-0019-04-016 WHITE OAK LANE NOTES. CONCRETE 5" x 5"x 3-1/8* 1. ALL ELEVATIONS BASED. ON MEAN ssmH TOP. 9.63 f I.E. --1.07 l I.E. --1.07 / I.E. 1.44 f { 3. THIS PROPERTY" IS SUBJECT TO ANY AND -ALL AGATE EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER �. t RECORDED OR UNRECORDED. „ok \` N\>= N NAF'H NATIONAL BANK LOT E PIN # 4-0019-04-016 WHITE OAK LANE NOTES. CONCRETE 5" x 5"x 3-1/8* 1. ALL ELEVATIONS BASED. ON MEAN SEA LEVEL DATUM (NAVD 88). OPEN -GRADED AGGREGATE 2. ALL BUILDING SETBACKS ARE TO CONFORM TO BMU YOU DIG LOCAL ZONING ORDINANCES. (75MM) THICK NO. 8 3. THIS PROPERTY" IS SUBJECT TO ANY AND -ALL AGATE EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER NO. 57 OPEN RECORDED OR UNRECORDED. THROUGHOUT GEORGIA 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED .iii ON GRID NORTH, GEORGIA STATE PLANE, EAST I�1I I11 ZONE', NAD83. '?" COARSE SAND FALTER 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR M1 2 SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY !(FEMA) FLOOD INSURANCE RATE, MAP NUMBER 13051 C'0326F, .PANEL- 135164, . JM40 EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION! 11, NAVD 88.' CMf 4" PINE y a ti l 14" OAK 18' 0 K &o CONTROCT SWALE TO DRAIN/ AS SHOWN. Ds'I s2 l F+ 11 0. FC � 70 . ,, .._ ... -5� 10 FG FD N\F JOHN & ANGIE HAYS LOT 8 I PIN # 4 0019--04--013 4 WHITE OAK LANE 3 STORY FRAME RESIDENCE t / ELE , FMiCAL TRANSFER CABLE l OX l 'EL ONE l 'EDE WATE' METE 1 IRRIGATION VALVE SsmH TOP 6.85 I.E. 3.2r 8" X i2" CONCRETE FLUSH HEADER CURB %-SOIL SUBGRADE \--GW7EXTiLE SUBGRADE TO BE COMPACTED .TO 95X STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE,} P- 2A PERMEABLE PAVER PAVEMENT. SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. 41717 X 0,95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0.'60 = 0.07 ACRES PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES NOTE:. ALL DISTURBED AREAS TO `BE GRASSED. CMI" GRAPHIC SCALE ( IN FEET ) 1 inch - 10 ft• SrAW. 0WXN LRWEMWF0R CoNmucnoNmm NO DATP uvsm E rl DRAW= TraB I� Si'TR UTILITIES CONCRETE 5" x 5"x 3-1/8* WATERSHED PERMEABLE BY LOW COUNTRY PAVM, (LCPAVMCOM) AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE TYP. NO. 8 AGGREGATEBEDDING COURSE --MAX. 3" BMU YOU DIG IN OPENINGS ' (75MM) THICK NO. 8 AGATE NO. 57 OPEN THROUGHOUT GEORGIA GRADED AGGREGATE 1 MM .iii 4 IN. MIN. DEPTH I�1I I11 '?" COARSE SAND FALTER DATS. %-SOIL SUBGRADE \--GW7EXTiLE SUBGRADE TO BE COMPACTED .TO 95X STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE,} P- 2A PERMEABLE PAVER PAVEMENT. SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. 41717 X 0,95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0.'60 = 0.07 ACRES PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES NOTE:. ALL DISTURBED AREAS TO `BE GRASSED. CMI" GRAPHIC SCALE ( IN FEET ) 1 inch - 10 ft• SrAW. 0WXN LRWEMWF0R CoNmucnoNmm NO DATP uvsm E rl DRAW= TraB I� Si'TR UTILITIES PROTECTION CENTER CAU n*= WORKING DAYS BMU YOU DIG 1° X10' THROUGHOUT GEORGIA MOJWrNCk 1 MM I-800-282-71411 DATS. M1 2 DRAWN DY: . JM40 CSD BY: MDC NOTFMCONSTRUCrION SHEBTto Q WMEASED FOR CONInW ON s I T_ iiATJ& 0LOGAN STREET H r 7 yy, B0 a T° e SITE Lu C-) �r R Oak t 41v o. Cn VICINITY MAP LEGEND. BENCHMARK O I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET * C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PROPOSED --WATER--- —WATER— WATER LINE srm —0 -WATER VALVE VALVE IN MH I -H FH FIRE HYDRANT .—SS ---- --- SS . -- SANITARY LINE SANITARY MANHOLE °' SANITARY CLEANOUT I=M ----FM FORCEMAIN --GAS---- ---GAS— GAS LINE T T TELEPHONE LINE -----E---E ELECTRICAL LINE —OHPL— --OHPL OVERHEAD POWER LINE ® ® GRATE INLET je AM, CURB INLET 0 PP O PP POWER POLE 0-0 LP an LP LIGHT POLE 0 ® TELEPHONE BOX IIz1 m ELECTRIC BOX _x_x -- _x_x -- CHAINED -LINE{ FENCE --�--> — - -0---©-- WOOD FENCE --®---�-- —-- SILT FENCE _12— i 2 CONTOUR CHECKED BY. MDC WOOD LINE R f R RAILROAD R/W RIGHT-OF-WAY FF FINISHED FLOOR EL.EV TC TOP OF CURB TG TDP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE TH. THROAT I.E. INVERT ELEVATION TRE=ES LO LIVE OAK P PM PINE PALM • HIC HICKORY MAG MAGNOLIA LRLO LAUREL OAK WO WATER OAK SITE DATA: PROJECT AREA: 4,717 SF • 0.108 ACRES AREA OF DISTURBANCE: 0.108 AC ZONINQ R-2 P.I.N.: 4-0019 -04012 PROJECT ADDRESS: 2 WHITS OAK LANE PROJECT CITY. T"M ISLAND, GA. DISTRICT NUMBER ??? LOT NUMBER: LOT A, FORT WARD OWNER NAM& MIKE JONES CONTACT- MWE JONES OWNER ADDRESS: 4607 HABERSHAM STREET OWNER CITY: . SAVANNAH, GA. TELEPHONE NO.: ??? DATE OF SURVEY: 08/30/12 GOVERNING AGENCY: TYBEE ISLAND STABILIZE SIDE SLOPES WITH GRASS SEED 1 VARIES l -I I I=111111 �� l l l�;, l lr n -so GRASS SWALE CROSS-SECTION CONCRETE 5" x 5"x 3-=1/8" WATERSHED PERMEABLE 8" X 12" CONCRETE BY LOW COUNTRY PAVERS (LCPAVER.COM) FLUSH HEADER ON OPENINGS OPEN -GRADED AGGREGATE CURB BEDDING COURSE -MAX. 3" (75MM) THICK NO. 8 :..: AGGREGATE ASTM NO. 57 OPEN GRADED AGGREGATE 4 IN. MIN. DEPTH " COARSE SAND FILTER %-SOIL SUBGRADE \_aEOTEXTRE SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) J, ((Pn-52APERMEABLE PAVED. PAVEMENT SECnO►•N SSMH TOP 9.63 I.E. -1.07 % I.E. —1.07 I.E. 1.44 IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. : 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF 4,717 X 0.60 = 0.07 ACRES c PERVIOUS AREA; 3,027 SF : 4,717 X 0.35 = 0.22 ACRES -'�' CMF FH N 4„ PINE \VI '\�� `� OTE. _ \, �,.� �4 ALL DISTURBED. AREAS TO BE GRASSED. � r � �� J 1 '�• Aon `�� � �, 6. A 24' OAK �" h 14" # OA' t 18' OAK 441 p TELEPHONE FG PEDESTAL40 A % / I �� �■�1 f j� 18" OAKS IcPt��A RF. / o.o�� ( IN. 40 / ! /� IRF \\ N\F N NAFH NATIONAL BANK LOT E PIN # 4-0019-04-016 WHITE OAK LANE NOTES: 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVD 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP DUMBER 13051 CO326F, PANE. 1.35154, .,EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. ' I / IN A r DIRE 710N -- OF OW / IRF Sd1-A 1�� CMF r N\F JOHN & ANGIE HAYS LOW' B PIN # 4-0019-04-013 4 WHITE OAK LANE 3 STORY f FRAME RESIDENCE JJ CABLE f OX / WV/ 1 IRRIGATION VALVE SSMH TOP 6.85 I.E. 3.2r GRAPHIC SCALE ( IN FEET ) 1 inch. = 10 ft. �isrg N N& 11251 STAMP. 0lUGINAL R32T.F ASED FOR CONSTIlucnON DAT'I1: NO DATE nVSION .4 DRAWING TTnLE a srm PLAN UTILITIES PROTECTION CENTER y CALL THREE WORKING DAYS BEFORE YOU DIG SCALE. THROUGHOUT GEORGIA 1-800-282-7411 . PROJECT NO. 12D559 DATE. 1^x,-13-2.022 DRAWN BY: JAP ao pp U CHECKED BY. MDC M NORaRCONSTRUCTION SHEET ❑ RE XMED FOR CONSTRUCTION SIP-ric, DATE: gy; di Igo 0�`/ LOGAN STREET N STABILIZE SIDE SLOPES A�iI'cL% WITH GRASS SEED VARI€S II�II�- > $O 1 VARIES O SITE u'I— � � 11 III v �7'F dqk Q aK � ' D-50 GRASS SWALE CROSS-SECTION Cq � VICINITY MAP j! r LEGEND SSMH TOP 9.63 BENCHMARK I.E. -1.07 O I.P.F. IRON PIN FOUND I.E. -1.07 1 O I.P.S. IRON PIN SET I.E. 1.44 j ❑ C.M.S. CONCRETE MONUMENT SET j ■ C.M.F. CONCRETE MONUMENT FOUND PROPOSEDGo EXISTING f —WATER-- --WATER-- WATER LINE ----g$-- -----0----- WATER VALVE VALVE IN MH 1 FH FH FH FIRE HYDRANT --�� -'SS_ SANITARY LINE SANITARY MANHOLE coo-•--t��'°----- SANITARY CLEANOUTiQ I FM FM FORCEMAIN ---GAS-- ---GAS GAS LINE �` s T T TELEPHONE LINE ----E------E ELECTRICAL LINE _OHPL— _OHPL OVERHEAD POWER UNE ® � GRATE INLET CURB INLET I I 0 PP 0 PP POWER POLE f 0-0 LP 0.0 LP LIGHT POLE BENCH MARK: p ® TELEPHONE ®OX PK NAIL IN ASPHALT ® ELECTRIC BOX ELEVATION 9.47 —x ---x- x -----x--- CHAINED --LINK FENCE NAVD 88 j ---❑—�C3--—CI--Ci-- WOOD FENCE f --I---f�-----.-4�-- SILT FENCE j 12 12 CONTOUR 16" WOOD LINEj / / i ks`� / EDS AIN.E R/R RAILROAD R/W RIGHT-OF-WAY f JJ FF FINISHED FLOOR ELEV TC TOP OF CURS` TG TOP OF GUTTER PP TW TOP OF WALK TP TOP OF PAVEMENT TELEPHONE i -mor FG FIELD GRADEgyQ PEDESTAL RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE .� f TH. THROAT, I.E. INVERT ELEVATION TREE LO LIVE OAK fib, Q j P PINEer (0 PM PALM HIC HICKORY SSMf MAG MAGNOLIA ' TOP 9. j LRLO LAUREL OAK 1'"Y I.E. 2.195 WO WATER OAK +Q� CMI= ,• '' \ \ ,•- I 4" PINE �� \ 14 OAK OAK f QsI/Ds2 ,0. loo j i Z � off z6b. � / 9D10. IN: 4-0 19 -0 12 �FG f i 1 �NATLI AL DIRE TION OR LOW Sd1--A i Olt T RTIFC Q f -1 � - 'bhp . � Ds1 /Ds2 ELEC�i2iCAL \ TRANSF' MER CABLE 0X TEL HONE \ PEDE A \ \ �r .,.,�. ♦ WVr �r N\F JOHN & ANGIE HAYS LOT B PIN # 4-0019-04-013 4 WHITE OAK LANE j 3 STORY FRAME RESIDENCE I Ir IRRIGATION VALVE SSMH TOP 6.85 I.E. 3.2C . � V LID -irl -14-14- CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE $» X 12" CONCRETE BY LOW COUNTRY PATERS (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE CURB BEDDING COURSE -MAX. 3" (75MM) THICK NO. 8 AGGREGATE STM NO. 57 OPEN GRADED AGGREGATE ' . 4 IN. MIN. DEPTH 4" COARSE SAND FILTER '-SOIL SUBGRADE \-GE©TEXTILE SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) �zv PERMEABLE PAVER PAVEMENT SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. :- 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0,60 == 0.07 ACRES PERVIOUS AREA: 3,027 SF 4,717 X 0.35 = 0.22 ACRES 10 IRF NOTE: ALL DISTURBED AREAS TO BE GRASSED. or CMF GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. �,�risrea STt". ORIGINAL RELEASED FOR CONSTRUCTION DATE: NO DATE REVSION U ad 0 L -q 0 DRAWING 'TfrLrb t� N\F NAFH NATIONAL BAhIK LOT E rm PIN # 4-0019-04-015 WHITE OAK LANE SITE DATA: UTILITIES PROTECTION CENTER PROJECT' AR.F.A: 4,717 SF - 0.108 ACRES NOTES: \ AREA OF DIMP.BMICE: 0.1.08 AC CALL THUE WORKING DAYS ZONING. R2 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL P.I.N.- 4.0019-04.012 DATUM (NAVD 88). THROUGHOUT GEORGIA PROJECT ADDRESS: .2 WHITE OAK LANE 2. ALL BUILDING SETBACKS ARE TO CONFORM TO PROJECT CITY: TYBEE ISLAND, GA. LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND A L L DATE: 12-13-2012 DISTCr IuMB>R:?, EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER LOT NUMBER- LOT A,FORT WARD RECORDED OR UNRECORDED. 40 OWNER NAM&WKEJONES 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED CONTACI: MWEJONES ON GRID NORTH, GEORGIA STATE PLANE, EAST -sl �1 OWNER ADDRESS: 4607 HABERSH" STREBT ZONE, NAD 8 3 . OWN'SRCITY SAVANNAH, GA. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT •i'B1.. HONEN04 ??? AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 13051 C0326F, PANEL 135154, DATE OFSVRVEY: 08/30112 SEPTEMBER 26 DATE: S , 2008; BASE FLOOD ELEVATION 11, NAVD 88, GOVERNING AGENCY. ,SEE ISLAND +Q� CMI= ,• '' \ \ ,•- I 4" PINE �� \ 14 OAK OAK f QsI/Ds2 ,0. loo j i Z � off z6b. � / 9D10. IN: 4-0 19 -0 12 �FG f i 1 �NATLI AL DIRE TION OR LOW Sd1--A i Olt T RTIFC Q f -1 � - 'bhp . � Ds1 /Ds2 ELEC�i2iCAL \ TRANSF' MER CABLE 0X TEL HONE \ PEDE A \ \ �r .,.,�. ♦ WVr �r N\F JOHN & ANGIE HAYS LOT B PIN # 4-0019-04-013 4 WHITE OAK LANE j 3 STORY FRAME RESIDENCE I Ir IRRIGATION VALVE SSMH TOP 6.85 I.E. 3.2C . � V LID -irl -14-14- CONCRETE 5" x 5"x 3-1/8" WATERSHED PERMEABLE $» X 12" CONCRETE BY LOW COUNTRY PATERS (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN -GRADED AGGREGATE CURB BEDDING COURSE -MAX. 3" (75MM) THICK NO. 8 AGGREGATE STM NO. 57 OPEN GRADED AGGREGATE ' . 4 IN. MIN. DEPTH 4" COARSE SAND FILTER '-SOIL SUBGRADE \-GE©TEXTILE SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) �zv PERMEABLE PAVER PAVEMENT SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. :- 4,717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0,60 == 0.07 ACRES PERVIOUS AREA: 3,027 SF 4,717 X 0.35 = 0.22 ACRES 10 IRF NOTE: ALL DISTURBED AREAS TO BE GRASSED. or CMF GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. �,�risrea STt". ORIGINAL RELEASED FOR CONSTRUCTION DATE: NO DATE REVSION U ad 0 L -q 0 DRAWING 'TfrLrb rm PLAN UTILITIES PROTECTION CENTER CALL THUE WORKING DAYS BEFORE YOU DIG SCALE: 1" =Iff THROUGHOUT GEORGIA PRO,jECT AItJ: 12055 1-500-282-7411 DATE: 12-13-2012 DRAWN BY: JAP 40 U CHECKED BY: MDC Lam# NoT FOR CONSTRUCTION SHEFT NO: RELEASED FOR CONSTRUCTION. -sl �1 DATE- BY. " C ) . L O G A N S T R E E T 4 �� w y 8 0 . _ j T � e [ r \ S I T E A r r t e h ' 1 R C ��0 4 / v 0 �� E n V I C I N I T Y M A P L E G E N D B E N C H M A R K O I . P . F . I R O N P I N F O U N D O I . P . S . I R O N P I N S E T 1 3 C . M . S . C O N C R E T E M O N U M E N T S E T �% C . M . F . C O N C R E T E M O N U M E N T F O U N D E X I S T I N G P R O P O S E D W A T E R W A T E R W A T E R L I N E - - - - $ - - - - - - f l - - - - - W A T E R V A L V E - - - - - - - - V A L V E I N M H T 1 - F H F H F I R E H Y D R A N T _ S S _ - " - " - s s S A N I T A R Y L I N E S A N I T A R Y M A N H O L E � - - - - - - L � - _ - - - S A N I T A R Y C L E A N O U T F M . F M F O R C E M A I N - - G A S - - G A S - - - G A S L I N E T T T E L E P H O N E L I N E _ E _ - - - E E L E C T R I C A L L I N E O H P L " O H P L O V E R H E A D P O W E R L I N E � � G R A T E I N L E T 4 x m h . C U R B I N L E T 0 P P 0 P P P O W E R P O L E o - 0 L P * a L P L I G H T P O L E I D � T E L E P H O N E B O X 9 1 � E L E C T R I C B O X X X , - - - x - - - x - " - C H A I N E D - L I N K F E N C E - - C I - - - Q - - # ��- - i ' J - - - W O O D F E N C E - - - - - - - a - - - W _ S I L T F E N C E 1 2 1 2 C O N T O U R t i W O O D L I N E R / R R A I L R O A D R / W R I G H T - O F - W A Y F F F I N I S H E D F L O O R E L E V T C T O P O F C U R B T G T O P O F G U T T E R T W T O P O F W A L K T P T O P O F P A V E M E N T F G F I E L D G R A D E R C P R E I N F O R C E D C O N C R E T E P I P E C M P C O R R A G A T E D M E T A L P I P E T H . T H R O A T I . E . I N V E R T E L E V A T I O N T R E E S L O L I V E O A K P P I N E 0 P M P A L M H I C H I C K O R Y M A G M A G N O L I A L R L O L A U R E L O A K W O W A T E R O A K S I T E D A T A : P R O J E C T A R E A : 4 , 7 1 7 S F - 0 . 1 0 8 A C R E S A R E A O F D I S T U R B A N C E : 0 . 1 0 8 A C Z O N I N G . R - 2 P . I . N . : 4 - 0 0 1 9 - 0 4 - 0 1 2 P R O J E C T ' A D D R E S S : 2 W H I ' T ' E O A K L A N E P R O J E C T C I T Y T Y L E E I S L A N D , G A . D I S T R I C T N U M B E R ? ? ? L O T N U N B E R : L O T A , F O R T W A R D O W N E R N A M E : R K E J O N E S C O N T A C T : M I N E J O N E S O W N E R A D D R E S S : 4 6 0 ' 7 H , A B E R S H A , M S I V Y M O A R C I ' 1 " 9 i r S A V A N N A H , G A . H T E L E P H O N E N O - ? ? ? l t ��y 9 / 1 D A T E O F S U R V E Y : 0 8 / 3 0 / 1 2 M ! 7 ! / G O V E R N I N G A G E N C Y : . T Y B E E I S L A N D A S T A B I L I Z E S I D E S L O P E S , r �� 1 J 1 S W A L E C R O S S - S E C T I O N N O T E S : F A f / S S M H T O P 9 . 6 3 f I . E . - 1 . 0 7 / I . E . - 1 . 0 7 I . E . 1 . 4 4 j { o ' ` E \ \ N \ F N N A F H N A T I O N A L B A N K . L O T E P I N # 4 - 0 0 1 9 - 0 4 - 0 1 6 W H I T E O A K L A N E 1 ' . A L L E L E V A T I O N S B A S E D O N M E A N S E A L E V E L D A T U M ( N A V D 8 8 ) . 2 . A L L B U I L D I N G S E T B A C K S A R E T O C O N F O R M T O L O C A L Z O N I N G O R D I N A N C E S . 3 . T H I S P R O P E R T Y I S S U B J E C T T O A N Y A N D A L L E A S E M E N T S , C O V E N A N T S , O R R E S T R I C T I O N S E I T H E R R E C O R D E D O R U N R E C O R D E D . 4 . T H E H O R I Z O N T A L D A T U M O F T H I S S U R V E Y I S B A S E D O N G R I D N O R T H , G E O R G I A S T A T E P L A N E , E A S T Z O N E , N A D 8 3 . 5 . B A S E D O N M Y O B S E R V A T I O N T H I S P R O P E R T Y I S L O C A T E D I N Z O N E A E , A 1 0 0 Y E A R S P E C I A L F L O O D H A Z A R D A R E A A D E T E R M I N E D B Y F E D E R A L E M E R G E N C Y M A N A G E M E N T A G E N C Y ( F E M A ) F L O O D I N S U R A N C E R A T E M A P N U M B E R 1 3 0 5 1 C O 3 2 6 F , P A N E L 1 3 5 1 6 4 , E F F E C T I V E D A T E : S E P T E M B E R 2 6 , 2 0 0 8 ; B A S E F L O O D E L E V A T I O N 1 1 , N A V D 8 8 . ����0 ��Q . C M F \ 4 , 1 1 ' 4 " P I N E e �� i l b 1 4 " O A K f 1 O A K ���� j l �� 1 i ���% t / 7 0 0 / o J f o b 4 1 O D I R E �� / x / 1 0 . 5 , , 1 I N : 4 - 0 1 9 - 0 1 2 / F G W H I T A K L A ; r y f ( / I ? " : . . . . . 1 0 . 9 5 U D I R E T I O N . m ` l \ f& . ��- O F L O W l b q { p o p \ \ D s 1 / D s 2 J A t i \ E L E C ] C A L \ T R A N S F b R M E R h L 1 1 C A B L E f N \ F J O H N & A N Q E H A Y S L O T B P I N # 4 - 0 0 1 9 - 0 4 - 0 1 3 4 W H I T E O A K L A N E f 3 S T O R Y f F R A M E R E S I D E N C E i f f / f I R R I G A T I O N V A L V E S S M H T O P 6 . 8 5 I . E . 3 . 2 P 8 " X 1 2 " C O N C R E T E F L U S H H E A D E R C U R B L ����" - I - C O N C R E T E 5 " x 5 " x 3 - 1 / 8 " W A T E R S H E D P E R M E A B L E B Y L O W C O U N T R Y P A V E R S ( L C P A V E R . C O M ) A G G R E G A T E O N O P E N I N G S O P E N - - G R A D E D A G G R E G A T E S f w D O I N G C O U R S E - - M A X . 3 " ( 7 5 M M ) T H I C K N O . 8 A G G R E G A T E A S T M N O . 5 7 O P E N G R A D E D A G G R E G A T E 4 I N . M I N . D E P T H I I I , , , I I I I 1 ; �� 4 " C O A R S E S A N D F I L T E R - W i g - ' - - G E O T E X T I L E \ S U B G R A D E T O B E C O M P A C T E D T O 9 5 X S T A N D A R D P R O C T O R D E N S I T Y P E R A S T M D 6 9 8 ( 4 ) . ( D O N O T C O M P A C T S U B G R A D E I F B E I N G P L A C E D A R O U N D E X I S T I N G T R E E S I N S I D E D R I P L I N E ) P - 5 2 A P E R M E A B L E P A V E R . . P A V E M E N T S E C T I O N I M P E R V I O U S A R E A : H O U S E : 1 , 1 2 0 S Q . F T . 4 , 7 1 7 X 0 . 9 5 0 . 2 3 A C R E S P E R M E A B L E P A V E R S : 5 7 0 S F : 4 , 7 1 7 X 0 . 6 0 = 0 . 0 7 A C R E S P E R V I O U S A R E A : 3 , 0 2 7 S F : 4 , 7 1 7 X 0 . 3 5 = 0 . 2 2 A C R E S S T s N O T E : A L L D I S T U R B E D A R E A S T O B E G R A S S E D . 2 1 . C M F G R A P H I C S C A L E ( I N F E E T ) 1 i n c h = 1 0 f t . G s s s , �� N o l m 1 ! 2 8 4 4 , ���� O R I G I N A L R F A S E D F O R C O N M i R U C n O N D A ' I ' S : N O D A ' I ' S n V E O N I v 0 o S I T E P L A N U T I L I T I E S P R O T E C T I O N C E N T E R C A L L T H R E E W O R K I N G D A Y S t B E F O R E Y O U D I G S C A L & 1 " = 1 ( y T H R O U G H O U T G E O R G I A P R O J E C T N O : 1 2 0 5 5 4 1 - 8 0 0 - 2 8 2 - 7 4 1 . 1 D A T E : M 1 3 - 2 0 1 2 D R A W N B Y J A P a c s C H E C K E D B Y . ] A I D C [ X N O ' T F O R C O N S T R U C T I O N S H E E T N a : R W Y . A S E D F O R C O N M U C T I O N . S I T E D A T E ; i B Y ate LOGAN STREET � FEZ �O a •sem �Q¢�� � ���� � a r NN so � TO SITE �' S �TtR 0,4if VICINITY MAP LEGEND ' BENCHMARK O I.P.F. IRON PIN FOUND 0 I.P.S. IRON PIN SET a C.M.S. CONCRETE MONUMENT SET ■ C.M.F. CONCRETE MONUMENT FOUND EXISTING PRQPOSEQ --WATER-- --WATER-- WATER LINE ----$ — WATER VALVE VALVE IN MH FH- FH FIRE HYDRANT --SS -- --SS -•--- SANITARY LINE SANITARY MANHOLE SANITARY CLEANOUT FM --FM--- FORCEMAIN —GAS--- --GAS— GAS LINE T T TELEPHONE LINE E— ----E ELECTRICAL LINE --OHPL --OHPL OVERHEAD POWER LINE ® IN GRATE INLET ZM6 CURB INLET 0 PP 0 PP POWER POLE 0-0 LP oa LP LIGHT POLE Q ® TELEPHONE BOX In ® ELECTRIC BOX _x -----x — . --x_x- CHAINED -LINK FENCE ---Q--U•--o—i�-- WOOD FENCE -----#�-- --Iii--- SILT FENCE 12 12 CONTOUR "-� WOOD LINE R/R RAILROAD R/W RIGHT--OF-WAY FF FINISHED FLOOR ELEV TC TOP OF CURB TG TOP OF GUTTER TW TOP OF WALK TP TOP OF PAVEMENT FG FIELD GRADE RCP REINFORCED CONCRETE PIPE CMP CORRAGATED METAL PIPE TH. THROAT I.E. INVERT ELEVATION TREES LID LIVE OAK 0P PINE PM PALM HIC HICKORY MAG MAGNOLIA LRLO LAUREL OAK WO WATER OAK SITE DATA. PROJECT AREA: 4,717 SF - 0.108 ACRES AREA OF DISTURBANCE: 4.108 AC ZONING: R-2 P.I.N.: 4-0019 -04-012 PROJECT ADDRESS: 2 WHITE OAK LANE PROJECT CITY-. TYBEE ISLAND, GA. DISTIUCr NUMBER: ??? LOT NUMBER: LOT A, FORT WARD OWNER NAME: MIKE JONES CONTACT: MIKE JONES + OWNER ADDRESS: 4607 HABERSHAM STREET OWNER CL71Y SAVANNAH, GA. o. R' TELEPHONE NO.: ??? DATE OF SURVEY: 08/30/12 M o GOVERNING AGENCY: TYBEE ISLAND 5A STABILIZE SIDE SLOPES WITH GRASS SEED VARI 3 t �l I — VARIES n -so GRASS SWALE CROSS-SECTION FA N F NAN NATIONAL BANK LOT E PIN # 4--0019-04-016 WHITE OAK LANE NOTES: 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVE) 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE DATE MAP NUMBER 13051 CO326F, PANEL 135164, .EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. 4,. PINEuco, �� 1 CONCRETE 5" x 5"x 3--1/8" WATERSHED PERMEABLE 8" X 12" CONCRETE BY LOW COUNTRY PAVERS (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN --GRADED AGGREGATE CURB BEDDING COURSE -MAX. 3" (75MM) THICK NO. 8 AGGREGATE ASTM NO. 57 OPEN GRADED AGGREGATE ;r' S 4 IN. MIN. DEPTH _(III=III1=f Il( -=1111— I —�i�I� I 4" COARSE SAND FILTER Iill=�II1= IUI--I ISI --III -��=:� %-SOIL SUBGRADE \_GEOiEXTILE SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) K2A PERMEABLE PAVER. PAVEMENT SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. : 41717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0.60 = 0.07 ACRES PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES NOTE: ALL DISTURBED AREAS TO BE CRASSER. Cp 1Vc, �\ `1`I .VI " N& 11261 STAMP ....r... �g 11 4" OAKO +—� -- ! 18' OAK fvto j Lt. ZN /' f� ,- .. ORIGINAL RELEASED FOR 0.FG Ds3/Ds2�,o. c0lvsrRUCTION DATPy JPO NO DATE REVSION % �II G N . IAkCe 9D IRE ©L / ��`10.5 / IN:4-0 19 -0 12 / Fla +' / WHIT AK LA r .n tv 10.95\ 1 i DIRE TION TP OF LOW IRF S1.�T FENCE VV 1 CMF FG gAz nX rs N\F JOHN & ANGIE HAYS LOT BI xi3.y• PIN # 4-0019-04-013 DS1 /Ds2 4 4 WHITE OAK LANE ��@i ! 3 STORY IN* g \ , FRAME RESIDENCE 0 � � f ELEtT81CAL \ • "� �° TRANSFigRMER7 r CABLE OX } TEL HONE \ ., PEDE TAL IRRIGATION VALVE SSMH TOP 6.85 I.E. 3.20 GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. E DRAWING TITLE: ,f SSMH ' TOP 9.63 I.E. -9.07 I.E. --1.07 / I.E. 1.44 � f � UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS N F NAN NATIONAL BANK LOT E PIN # 4--0019-04-016 WHITE OAK LANE NOTES: 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NAVE) 88). 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, GEORGIA STATE PLANE, EAST ZONE, NAD83. 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE, A 100 YEAR SPECIAL FLOOD HAZARD AREA A DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE DATE MAP NUMBER 13051 CO326F, PANEL 135164, .EFFECTIVE DATE: SEPTEMBER 26, 2008; BASE FLOOD ELEVATION 11, NAVD 88. 4,. PINEuco, �� 1 CONCRETE 5" x 5"x 3--1/8" WATERSHED PERMEABLE 8" X 12" CONCRETE BY LOW COUNTRY PAVERS (LCPAVER.COM) FLUSH HEADER AGGREGATE ON OPENINGS OPEN --GRADED AGGREGATE CURB BEDDING COURSE -MAX. 3" (75MM) THICK NO. 8 AGGREGATE ASTM NO. 57 OPEN GRADED AGGREGATE ;r' S 4 IN. MIN. DEPTH _(III=III1=f Il( -=1111— I —�i�I� I 4" COARSE SAND FILTER Iill=�II1= IUI--I ISI --III -��=:� %-SOIL SUBGRADE \_GEOiEXTILE SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY PER ASTM D 698 (4). (DO NOT COMPACT SUBGRADE IF BEING PLACED AROUND EXISTING TREES INSIDE DRIP LINE) K2A PERMEABLE PAVER. PAVEMENT SECTION IMPERVIOUS AREA: HOUSE: 1,120 SQ. FT. : 41717 X 0.95 = 0.23 ACRES PERMEABLE PAVERS: 570 SF : 4,717 X 0.60 = 0.07 ACRES PERVIOUS AREA: 3,027 SF : 4,717 X 0.35 = 0.22 ACRES NOTE: ALL DISTURBED AREAS TO BE CRASSER. Cp 1Vc, �\ `1`I .VI " N& 11261 STAMP ....r... �g 11 4" OAKO +—� -- ! 18' OAK fvto j Lt. ZN /' f� ,- .. ORIGINAL RELEASED FOR 0.FG Ds3/Ds2�,o. c0lvsrRUCTION DATPy JPO NO DATE REVSION % �II G N . IAkCe 9D IRE ©L / ��`10.5 / IN:4-0 19 -0 12 / Fla +' / WHIT AK LA r .n tv 10.95\ 1 i DIRE TION TP OF LOW IRF S1.�T FENCE VV 1 CMF FG gAz nX rs N\F JOHN & ANGIE HAYS LOT BI xi3.y• PIN # 4-0019-04-013 DS1 /Ds2 4 4 WHITE OAK LANE ��@i ! 3 STORY IN* g \ , FRAME RESIDENCE 0 � � f ELEtT81CAL \ • "� �° TRANSFigRMER7 r CABLE OX } TEL HONE \ ., PEDE TAL IRRIGATION VALVE SSMH TOP 6.85 I.E. 3.20 GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. E DRAWING TITLE: srm PTIM UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS � BEFORE YOU DIG � " SCALE—=10 THROUGHOUT GEORGIA 1?ItoJ>4irNCk 128554 1-800-282-7411 DATE: 12-13-2012 DRAWN BY: JAP 40 ° CHECKED BY: MDC n NOT FOR CONSTRUCTION SHEET N0: [] RELEASED FOR CONSTRUCTIONSI DAIS: BXi OAn Approved Set Of Plans Must Rernain on job Stta at AlITIMse REVIEW FOR CODE COMPLIANCE Every effort has been made to Identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. Rovlowod Bye lqtL Ail inw comply ith The Georgie State insrjy Code and State of Georgia Amendments Ask 04 if Ak M IF W Mvf�;-� M MT 2 WHITE OAK LANE TYBEE ISLAND, GA CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTME14T CE D ONINGAPPROV?M., DATIR Z ♦ Oj��O L A BUILDING/COV SOIL & SEDIMENT CLOTH IN PLACE C6"TY Orr- TYBEE ISLAND BUILDING & ZONING DEPARTMENT 5-156 FOUNDATION SURVEY Every effort has been made to identify code fiftion letter and surto ftafter foundation ISIbOM. violations, however, no oversight by the reviewer shall be construed as authority to vio'late,'cancel, alter, or set aside any applicable codes or ordinances including those related to sope. 8-1W2) erosion and sediment control, building setbacks, ELEVATION CERTIFICATE height limit, pa i g requirements, green space, 1=118vation co'"'Cate and driveway . Th review and permit should ;y par g review M1 not beco tr d s a warranty or guarantee. orvo, WPmo�.",5 INITIAL CO 'DATE-qAULjS 411"Numblon"I installations must V 14 , " With The International Plumbing. iqEdition and State AVORAGI! EL-tV�TIIDN A Gert,Ificat of e of c te of c e of c anc will not be issued by the City of Amendments Tybee Island ' til a r a final building inspection and a �a �ncy &LOU VFD q113 FEMA Inspect on hav been passed, the drainage and water/sewer i stallatl ns at the site have been approved, and any re tre mitigation has been accomplished. SERVICE EQUIPMENT -DISCONNECTING All 514OW881 1118ftils"OH6 MuBt MEANS NEC -1=1-230.70 % Signature G nply Wfth 7�.e National ElectrlE- Means shall be provided to disconnect all or % SET BACKS RSQUIR50 Cods-Y,V—d Edid0ft. and ftaft conductors in a building or other structure Printed Name from the service -entrance conductors.FRON Q at HEAR 10 Date ALL WIRING, SERVICE INCLUDED MUST BI-- COFFER NQ ALU1141M.4 ALLOWED Section 9, c;ub-section B -2-A Tybee Land DevelOPMOrd COdS EGRESS REQUIREMENT TW -0 2�-) �meavns of egress A minimum c a be arranged shah be provided and strati Minimize the poss:1611#y that both "fight be renderecondition. mpassible by the same emergencySection 9-050(c) 8PICE BELOW FLOOD tLEVATIOt! QAC.Zu* Hydtoststlo vents VI'91fild ti, WWI' avatar Proosure In inclosed 1"a 'D6w flfni ellvatlo�, I Nulfe inch of vent requInd tiu 1?*., tc "M 0 door area. the Gradill Bottom 01. vt-M �,niW ba fAvatIGAIVINU3 wells to permit water to Special Flood Hazard Zonev FI rilshed floor elevation I ton% minimum above RIFE. No intedor finishes, walls designed to allow entry and exit of water, no mechanical %quIpMont, only parking, limited storago 48d building locon bilaw IFF., Mood Ijjst-j for . LO 111torlo? "k def.1pod to NROW W# end it of n--atw, 5e j` Q4 f,6r4f 64 qf, 14i(q lwvf< W5 Ora, �Cvo4-- Issue Date NOV13ASER 19, 2092 RBVWM No. Date Dewdpdm cWtow 7hpm designs are the property of FDCowephL These plans may not be reproduced, modified, pubes or used In any mormor without the written pemilssion of FDOoncepts. Square Footage Imm [AwJ Heated: ON MR. upper Lwd HaWd-, Im son TOW Fisaw SO. FT.: M36 90H. Porch: MR. C181,190. 1128 MR. Tots! 80. Fr. under Roof. Me 80H. 11fiftsm: 33Vx4W # of Bedmorris 3 # of Both Roams: 35 Z Z Z < 0 < Z Z < Z > C) Z W W 3-.00 C-4 itePlan Oftat NurnWr no scale: Drawn Br. JF' V -al - _nil WTI N — FK W3 ZOIMW PROVIDE A FOUNDATION UNDER ALL BEARINC? WALLS. INTERIOR BEARING PsIALL LOCATIONS TO BE VERIFIED WITH TRU55 MANUFACTURER. The CoWactoor shall warrant the peftrmance, Qwft vadwArANP, and the quality of all malarials ON ON NO v ej i c {including street oA) ftr & 00W of I" Y"S after final 0- - - - "MOM"M by the CNI 4# Y$M ISI&W. Under the road warranty 0110104k ft CNY RW require let of ovdit or bonft in ~ to eecure the obligation. Tybee Land Ovevelopment Code, -3-080 All driveways must be oorlftoW m. - et permeable haierlal- - Tybee Land Development Cod: A driveway openir g which connects a residential lot wfth . 'Public street shall not b6 greater than twenty -Civet: (25) te9t in width. SPACE BELOW F1,1100 ELEVA7101 ;AE -Zonal HydroslA1110 Verds enclosed grp"'o t3'�'v il'30, I 'aquale Inch of vent raqulNu 'I Maar area. 113? fact d the STAdi Bottom C" iar"l elevation, pilWev" I7 C'?salts waft to IRC —Imki 1.5.6, 13CL-1012. I HANDRAILS REQUIRED. 34" to 38" in height with continuous, uninterrupted grip. IR0312, 18C 1013 GUARDS REQUIRED. Porches, balconies, decks, ramps, etc. More than 30" above floor or grade: RESIDENTIAL — minimum height 36" COMMERCIAL — minimum height 42- 4-argest opening Permitted 11-411 ROOF FRAM INO PLAN 5C,A%LE: 1/4 l' -O" i �n'P IC M 2x4 HALL T Square Footage re shoot 7ft: oati cn Roof Plans M aM • • r� ti Il f • • 4 1Y t! ......... 9 '41 2NO FL. CLO. HOT L dJ WIN2Qb HML Na. Dee DescrVion I 2ND. FIN. IST M. CLCY. W7—T 15T. FIN. LC FRONT ELEVATION SCALE- 1/4"=V-0" PAC BELOW FLOOD ELEVATIOM (AE40"I HydrostatIc vents mquire, to 16110%le vi"Itay preAsure In " A. .3lquato Inch ot enclosed IV -if flm? alga. u®n raqukCi"i n -;at b, AB Braft Sr RE9W�)Oalls gel l$ to parmIt water W11C)OWSs DOO ' RS AND SKYLIQHTS 3STD 143.99 TABLES 602AIt 60222, 602A3, SECT, 694 -AND IRC 80111.2 WINDOWS, �,Mor.%i AU K!" ,NI,'a 8,4a HE APPROIRD AE @ lk"�`?FALLED TO CY MH BOM POSITIVE I'M NE117wF PRU"o wi-,14 vil -46130rWL -Oa33Zj!; pro, -M,:; -40N iZr b+ tr % IV f. .... . LEFT - 51 DE ELEVAT I ON SCALE. 1/4'*' -0" ROOF Norr -ro r=XCEED r.T timw UMIT Isere Didw. NOVB48ER 19,2D12 RavMMS Na. Dee DescrVion I These deidgm are the property of RXWaqft Them plim may not be reprodumck modified, PWOMW or wed In wV mareff Wthott the wrMen pambelon of FDCmw" Square Footage Low L" Heab3d: SM SO.R. upwkzwHum: IM SO.R. Toted Hurled SO. FT.: 2135 9t.R. Porch: 332 80H. GMV-. 1128 8G.R. Toted 80. Fr. Lkdw Roof. 3596 SOFT. Bolding Sime: 3301 x 4W # of Bedrooms 9 0 of Mix R 3.5 g 0 Z C.o, FD Lij Z6 003 Cj w CO) w w CM F - street r#te: B evati cns Sheet Number. 4wO Scab: 1/411 = I I -On Drawn By. JF ��j R I C . 7 H T S I P S E L E V A T I O N S C A L E : 1 / 4 " = V - 0 " A E 4 0 1 5 0 ) S P A C E B E L O W R O O D E L E V A T I O N t s r o " J u l r e d t o r e l l e " o W ��% r p r e m e I n H y d r o s t a t i c Y e n q u a l e I n c h o f i n c l o s e d s p a , . A a b ' S i A f l v ��' " 1 P M - ' t i 0 P - i J & U I X v e n t r e q u l g & ! Z ' * l 1 1 " i ? " ' n , f l o o r a l g a . S . t h e g f o d e B o t t o m 0 m ��P P O G I I Q w e l l s t o e l a v i t l o n . Q j L t o f l o w . p e m i t w a t o r . . . . . . . ' r . W I N D O W S , D O O R S A N D S K Y L I G H T S 5 8 7 1 ) 1 0 . 9 9 T A B L E S 6 0 2 A 1 I 6 0 2 4 6 0 2 - A A S E C T . 6 5 4 A N D I R C S 0 1 , 2 1 - 2 W I M ` , C D O G E 4 A N D S M U L B E A P P R O V E D A R D I M I M L L E C T O ( , J M Y V Y R T H B M P O S I T I V E A N D N E G A T M E P R E S M E S . 1 2 5 C C 1 2 = ��" Z _ Z z z l 5 R E A R . E L E V A T I O N S C A L E : 1 / 4 " = 1 ' - 0 " 2 N D F L . C L C . H O S T F F I N . F L . 4 A R O O F N O T T O E X C E M , 0 9 F T . H E I G H T U M r T 9 I V l e m D a t a : N O V I M A B E R 1 9 , 2 0 1 2 R e A s l o n s N o . I D a t e I D e s c r i M l o n c o p y r i g h t T h e s e d e s i g n s a r e t h e p r o p " o f M o n c e p t s . T h e s e p l m s m a y n o t b e r e p r o d u c e d , m c d f i e d , p u b l i s h e d o r u s e d i n a n y m a n n e r w W W t h e w M e n p e r m i s s i o n o f M C a n c e p l a . S q u a r e F o o t a g e L o w L e v e l H e f f i e d : 9 0 4 S O R T . U p p e r L e w d H e a W : I M S O . R . T o t a l H e a t e d S O . F r . : 2 1 3 6 8 0 - F r . P o r c h : 3 3 2 9 0 . 1 7 1 7 . 1 . 1 1 2 9 S O . F r . T o t a l S O . F r . U n d e r R o o k 3 5 9 6 S O F T . B u i l d i n g S z e : 3 3 ' 0 1 x 4 0 0 1 o f B e d r o o m s ��" Z s " 4 " o f 8 0 R o o m s : 3 , 5 I % - N t t R I C . 7 H T S I P S E L E V A T I O N S C A L E : 1 / 4 " = V - 0 " A E 4 0 1 5 0 ) S P A C E B E L O W R O O D E L E V A T I O N t s r o " J u l r e d t o r e l l e " o W ��% r p r e m e I n H y d r o s t a t i c Y e n q u a l e I n c h o f i n c l o s e d s p a , . A a b ' S i A f l v ��' " 1 P M - ' t i 0 P - i J & U I X v e n t r e q u l g & ! Z ' * l 1 1 " i ? " ' n , f l o o r a l g a . S . t h e g f o d e B o t t o m 0 m ��P P O G I I Q w e l l s t o e l a v i t l o n . Q j L t o f l o w . p e m i t w a t o r . . . . . . . ' r . W I N D O W S , D O O R S A N D S K Y L I G H T S 5 8 7 1 ) 1 0 . 9 9 T A B L E S 6 0 2 A 1 I 6 0 2 4 6 0 2 - A A S E C T . 6 5 4 A N D I R C S 0 1 , 2 1 - 2 W I M ` , C D O G E 4 A N D S M U L B E A P P R O V E D A R D I M I M L L E C T O ( , J M Y V Y R T H B M P O S I T I V E A N D N E G A T M E P R E S M E S . 1 2 5 C C 1 2 = ��" Z _ Z z z l 5 R E A R . E L E V A T I O N S C A L E : 1 / 4 " = 1 ' - 0 " 2 N D F L . C L C . H O S T F F I N . F L . 4 A R O O F N O T T O E X C E M , 0 9 F T . H E I G H T U M r T 9 I V l e m D a t a : N O V I M A B E R 1 9 , 2 0 1 2 R e A s l o n s N o . I D a t e I D e s c r i M l o n c o p y r i g h t T h e s e d e s i g n s a r e t h e p r o p " o f M o n c e p t s . T h e s e p l m s m a y n o t b e r e p r o d u c e d , m c d f i e d , p u b l i s h e d o r u s e d i n a n y m a n n e r w W W t h e w M e n p e r m i s s i o n o f M C a n c e p l a . S q u a r e F o o t a g e L o w L e v e l H e f f i e d : 9 0 4 S O R T . U p p e r L e w d H e a W : I M S O . R . T o t a l H e a t e d S O . F r . : 2 1 3 6 8 0 - F r . P o r c h : 3 3 2 9 0 . 1 7 1 7 . c h r a g e : 1 1 2 9 S O . F r . T o t a l S O . F r . U n d e r R o o k 3 5 9 6 S O F T . B u i l d i n g S z e : 3 3 ' 0 1 x 4 0 0 1 o f B e d r o o m s 3 o f 8 0 R o o m s : 3 , 5 4 4 0 �% s h e e t T i n e : B E v a t i o r i s s h e e t N u m b e r : 5 w O s c a l e : 1 / 4 1 1 = 1 1 - 0 1 1 D r a w n B y : J F C76R ! ELECTS? IOAL SCALE: i/411=11 -O.. G CI Protection required for receptacles In bathrooms, garages, outdoors, and along Kitchen counter -tope. oy f *op _ R 1 LONER LFEVEL FELF-CTRICAL SCALE: 1/4"=V-0" ELEC"TRIC"AL LEOEND Il -( - CEILING FIXTURE - - REC F_5aE[;� L 15HT FIXTURE 5EGUR I TY" L 1 OHT FO !MALL MOONTEI�; L 16HT FIXTURE 5MOKE DUPLEX RC.EFTACLF_ . C ARA i�00 OPENER i;PURI EX REC EFTIC.AL l^ 1TH TOP HALF SISI 7C HEIS ® &ARA6E DOOR eAITCH =@GFI C�UFLEX REC EF71CAL OROUN� FAULT CIRGU17 ' VENT/LIGHT =03 DUFL EX REC EF71C AL WATERPROOF w/ OF1 - - EXHAU5T FAN M@220v 220 VOLT OUTLET PENDANT LI6wHTINO ® FLOOR OUTLET TO 5E LOCATF_S 5"r OWNER +� OAReA 7E D15P05AL ® CA5LE TV OUTLET ELECTRIC METER 1/ TELEPHONE OUTLET 16"A.F.F. ® ELECTRICAL PANEL Kl MALL TELEPHONE OUTLET ELECTRICAL 0�15C-ONECT ® OOMF✓'UTER OUTLET 1(o" A.F.F. U.O.N. i �r 57R1 P FLOURE5CEN7 FIXTURE UNI�F_F_R C A51 NF -T L 1 OHT S I NOLE POLE 5K 7C H 5-I+AY 5W17GH 4-AA"r SW17C.H SIMMER 5AITCH THF_RMOSTAT SM0<E [ A=CTOR OEILINO F=AN W/ L10HT Sect. Pw311i EMCICE OVECTORS required Interconnected f f volt bsttery backup �;c at�d n�lde and outolde esch Sleeping ares, each iter c i Cz1 t�)*t 1►t04 i �►' 1��1r� 3�Z Fb1 cs' \l1 Gd 01T-1 cx-' EAcA4 61 46 /A21EA UPPER LEVEL E E!reTf;ZI GAL SCALE: `�SC0"NEC1'ING EEQt11PNlEN't' SES NEC�-2 o dtsaannect all MNS shall be provided butll °canductorstuie conductors Inc , -entrance from the serei ALL WIRING, SERVICE INCLU ,RUST B1CopPER OWED N ALUtyllUNM ALL - erection 9, 4 peveiapmen Cie Tybee Land • . ♦0 .1-- 11 rb AMA iL4 zton. rrI Q It f 040 0 UH 1M Il # 'e;n 11 rb AMA iL4 zton. rrI Q It f 040 0 UH 1M Il Sheet plumber: Plans 6v0 Scale: 4/4" = 9'-0" Drawn By: JP T/ - TOP OR TOP OF FTG - FOOTING SF - STEP FOOTING (LOCATION) CONC - CONCRETE WWM - WELDED WIRE MESH CMU - CONCRETE MASONRY UNIT ( CONCRETE BLOCK) STL - STRUCTURAL STEEL OR STEEL O.C. - ON CENTER (SPACING) PSI - POUNDS PER SQUARE INCH (STRENGTH) TYP - TYPICAL X - READ AS 'BY' CLR - CLEAR SQ - SQUARE DEG - DEGREE OR DEGREES E.W. - EACH WAY UNO - UNLESS NOTED OTHERWISE TD - TREATED, PRESSURE TREATED PER AWPA SPECS CONT - CONTINUOUS W/ - WITH W/OUT - WITH OUT A. BOLTS - ANCHOR BOLTS OR BOLT 0 - READ AS 'AT' R_ - PLATE REINF - REINFORCING SHTHG - SHEATHING, GENERALLY PLYWOOD DIA - DIAMETER GEOTECHNICAL REPORTS: iF A SPECIFIC REPORT IS NOT ADDRESSED HEREIN THE PLANS HAVE BEEN DESIGNED BASED ON ASSUMPTIONS. IT IS THE SOLE RESPONSIBILITY OF THE OWNER TO RETAIN A QUALIFIED GEOTECHNICAL ENGINEER WHO SHALL PERFORM INVESTIGATIONS TO INSURE THAT THE SOIL CONDITIONS ARE AT LEAST THAT WHICH ARE REQUIRED HEREIN. ANY AND ALL FiLL SHALL BE ENGINEERED FILL AND PLACED IN STRICT ADHERENCE WITH THE PROJECT GEOTECHNICAL ENGINEERS REQUIREMENTS. FILL CAN AND WILL INDUCE SETTLEMENTS. PLACING FILL WITHOUT THE DIRECTION OF A GEOTECHNICAL ENGINEER IS PROHIBITED. FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8 INCHES, LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO WITHIN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PRIOR TO PROCEEDING WITH THE NEXT LIFT. ALL SLABS ON GRADE, UNLESS NOTED OR REQUIRED OTHERWISE BY THE PROJECT GEOTECHNICAL ENGINEER, SHALL BE PLACED ON COMPACTED FILL OR SUBGRADE. ALL SLABS SHALL BE PLACED OVER A VAPOR BARRIER (VP). VP SHALL BE INSTALLED IN A SMOOTH CONDITION, LAP ENDS NOT LESS THAN 12 INCHES. REPAIR ANY AND ALL PUNCTURES PRIOR TO CONC. PLACEMENT. THE GENERAL CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED SURVEYOR WHO SHALL VERIFY ALL SITE AND BUILDING ELEVATIONS. THE GENERAL CONTRACTOR SHALL INSURE THAT THE LOWEST HORIZONTAL STRUCTURAL MEMBER IS ABOVE ANY AND ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR CLEARANCE AND FLOOD ZONE RELATED ISSUES. SEE ARCH'L DRAWINGS FOR ISSUES RELATED TO HYDROSTATIC VENTING, OPEN SIZES AND LOCATIONS. WHERE NOT SHOWN IN ARCH'L DRWGS ALLOW FOR THE MOST STRINGENT AND COSTLY APPROACH IN BASE BID AND AWAIT FURTHER DIRECTION FROM ARCHITECT. FOR STRUCTURES LOCATED WITHIN A "V" FLOOD ZONE, ALL PERIMETER WALLS SHALL BE OF BREAKAWAY CONSTRUCTION, UNLESS THEY ARE SPECIFICALLY NOTED AS SHEAR WALLS HEREIN. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING TRADES UNLESS SPECIFICALLY NOTED OTHERWISE. REINFORCING STEEL, STRUCTURAL STEEL, ENGINEERED LUMBER AND TRUSSES. ALL SHOP DRAWINGS SHALL BE REVIEWED AND ALL OUTSTANDING ISSUES RELATED TO COORDINATION AND DIMENSIONS RESOLVED PRIOR TO SUBMITTING TO THE ENGINEER FOR REVIEW. THE GENERAL CONTRACTOR SHALL STAMP ALL SHOP DRAWINGS "APPROVED" PRIOR TO SUBMITTING TO THE ENGINEER FOR REVIEW. CONTRACTOR SHALL SUBMIT TO ENGINEER A SITE PLAN AND A LOCATION PLAN CLEARLY NOTING WHERE THE SITE IS GEOGRAPHICALLY LOCATED WITH RESPECT TO MEAN LOW WATER AND OTHER OPEN AREAS OR FEATURES THAT MAY IMPACT THE SITE EXPOSURE. ALONG WITH THE ABOVE, SUBMIT DP RATING OF SPECIFIC WINDOWS PROPOSED FOR THE PROJECT FOR REVIEW BY ENGINEER. COPIES OF ALL WINDOW AND DOOR DP RATING LABELS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APROVAL PRIOR TO INSTALLATION. SEE THE ARCHITECTURAL DRAWINGS FOR ANY AND ALL DIMENSIONS AND CONDITIONS NOT NOTED HEREIN. WHERE DIMENSIONAL DIFFERENCES ARE FOUND, THE ARCHITECTURAL DRAWINGS SHALL GOVERN. THE CONTRACTOR SHALL COORDINATE ALL TOP OF BEAM, TOP OF CMU AND TOP OF STEEL ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. THE GENERAL CONTRACTOR SHALL MAKE NO SUBSTITUTIONS FROM THOSE ITEMS SPECIFIED HEREIN WiTHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT OR ENGINEER. FOR THE BUILDER/OWNERS USE IN SELECTING AND ATTACHING COMPONENT AND CLADDING RELATED ITEMS, THE FOLLOWING WIND LOADING PRESSURES ARE PROVIDED. NOTIFY ENGINEER OF ANY CONDITION OR MATERIAL THAT ARE NOT CLEARLY ADDRESSES HEREIN. GABLE ROOF BASIC WIND SPEED - 130 MPH 3 SEC. END ZONE WIDTH (a) - 4 FT. ZONE 1 -- 50 PSF ZONE 2 - 65 PSF ZONE 3 - 75 PSF ZONE 4 - 50 PSF ZONE 5 - 70 PSF ,, IL_ ,-- . - LOAD SHOULD BE APPLIED OUTWARD NORMAL TO THE FACE OF BUILDING OR ROOF. ., e 1. Structural drawipgs shall be used in conjunction with architectural and mechanical drawings and drawings relating to other trades. Contractor shall be responsible for checkingand coordinating dimensions, clearances, etc. with the work of other trades. In case of conflict between drawings, the more stringent requirement shall govern. 2. In case of conflict between the drawings, notes and specifications, the sppecifications shall govern. 3. Work not indicated on a art of the drawings but reasonably implied to be similar to that shown at corresponding places shall be repeated. 4. Review all project documents prior tofabrication and start of construction. Report any discrepancies to the project Architect prior to proceeding with work. 5. It is the contractor's responsibility to protect existing facilities, structures and utility lines from all damage during construction. 6. Coordinate structural and other drawings that are part of the contract documents for anchored, embedded or supported items which may affect the structural drawings. 7. All details and sections on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere on the project exceptwhyere a separate detail is shown. 8. Use of contract drawings reproduced in whole or an i part n shop drawing shall not relieve the contractor nor subcontractors from their responsibility to accurately layout, coordinate, detail, fabricate and install a complete structure. 9. Review all shop drawings for conformance with the contract documents and for completeness and answer all contractor related questions. Stamp and initial ail sheets as Approved prior to submitting shop drawings to Architect for review. FOUNDATION NOTES 1. Backfill and fill material shall be placed in thin successive layers, 8" loose measurement, and each layer shall be compacted to at least 95% of maximum laboratory density. 2. Backfill material shall consist of sand clay soil as directed and approved by the project geotechnical engineer. 3. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer. 4. Center all foottings under their respective columns or walls unless otherwise shown on plans. Maximum misplacement or eccentricity - 2". 5. Horizontal joints in footings will not be permitted. 6. Where vertical construction joints occur in continuous footings, provide a minimum continuous 2" x 4" keywayacross joint for each 12" of depth. 7. Notify Architect if soil conditions are uncovered that prevent the required soil bearing pressure from being obtained. 8. Coordinatelumbing and foundation elevations to minimize interference. Where plumbing interferes with footing, step footing down as directed by engineer. 9. Excavating under or near in-place footings/foundations which disturbs the compacted soil beneath the footings/foundations will not be permitted. 10. Reinforcing shall be supported on precast concrete pads or metal chairs. CONCRETE NOTES 1. Typical 28 day concrete compressive strength (f'c). LOCATION: f'c (psi) Slab On Grade 3000 Footings 3000 NOTE: All concrete shall be normal weight unless noted otherwise. 2. Reinforcing steel: ASTM A 615, grade 60. Minimum lap shall be 40 bar diameters or 24 inches, U.N.O. 3. Welded wire fabric: ASTM A 185 or ASTM A 497. Lap all edges 1'-0" mesh minimum. 4. Concrete cover: Footings 3", slabs 1 1/2" (U.N.O.). 5. All footings shall rest either on undisturbed soil or a manually operated vibratory sled or tamper should be used to densify any soils in the bottom of the footing trenches loosened during the excavation operation. 6. Contractor is responsible for adequately protecting all excavation slopes. 7. No backfilling against foundation walls shall be done until concrete has attained 75% of its 28 day strength. Provide temporary bracing for walls sustaining more than 3'-6" of earth pressure. This bracing to .remain until slabs on grade or floor framing supporting the wall have been poured and set. 8. All continuous horizontal reinforcing and vertical wall reinforcing shall be lapped according to lap splice and embedment requirements per ACI 318, latest edition. 9. Reinforcement shall be securely held in place while placing concrete. If required, additional bars and stirrups shall be provided by the contractor to furnish support for bars. 15. For waterproofing details and locations, see architectural drawings. 16. Dowels shall match wall reinforcing. 13. Contractor sholl make no deviations from design drawings without written approval of the Project Architect. 19. Structural concrete shall conform to ACI 301 and have the following slumps and aggregate requirements Location Slump Max. Aggregate Footings 3" 1" ASTM ##57 Slabs 4" 1 " ASTM #57 All course granite shall be crushed granite. 20. All reinforcing steel shall be detailed, fabricated and installed in accordance with ACI 318-95 and ACI detailing manual, ACI -315 1988 edition. 21. All slabs on grade shall be reinforced with polypropylene fibers in accordance with manufacturer's written recommendations and specifications, in addition to wwm shown.1.5 pcy 22. Shop drawings for placement shall be submitted for review prior to rebar fabrication unless approved otherwise by project Architect. 23. No reinforcing bars shall be cut to accommodate the installation of anchors, embeds or other items. 24. Use the structural drawings including revisions and addenda in conjunction with reviewed shop drawings for placement of reinforcing. 25. At changes in direction of concrete walls, beams and strip footings, provide corner bars of some size and quantity (U.N.O.) as horizontal steel. Refer to typical detail. 26. Place concrete per ACI 304. Use internal mechanical vibration for all concrete. Limit maximum free fall drop of concrete to 6'--0" for #57 aggregate and 8'-0" for #8 aggregate. All precautions should be taken to avoid segregation OT concrete during placement. MASONRY NOTES 1. Masonry construction shall conform to ACI "Building Code Requirements for Masonry Structures" (ACI/ASCE 530-88) and "Specifications for Masonry Structures" (ACI/ASCE 530.1-88) except as amended below. 2. Obtain copy of masonry code and specifications for reference at the job site. 4. Use type "S" mortar with minimum compressive strength of 1800 psi. 5. Masonry units shall conform to ASTM C90 with a minimum compressive strength of 1900 psi on net section, toprovide net area compressive strength of masonry (F'm) of 1500 psi. 6. Provide filled cells as shown on plans. In addition, provide filled cells adjacent to all openings, at anchorage of connections. 7. Provide full mortar bedding around all filled cells with vertical reinforcing. 8. Reinforcing for filled cells pholl conform to ASTM A615, Grade 60. Provide the following lap splices for reinforcing: #4 Bars 24' #5 Bars 30" 9. Reinforce wall with ladder type reinforcement in bedpoints at 16" o.c. measured vertically. Lap splice all horizontal wall reinforcing 6'. Provide prefabricated 'tee" or corner sections at all intersecting walls. 10. Refer to typical wall sections for maximum construction height of masonry walls. Provide clean-out holes at base of filled cell when the concrete pour exceeds 5 feet in height. 11. Concrete for filled cells shall be vibrated during placement using a "pencil" type vibrator. 12. The masonry walls are not designed to withstand temporary construction loads. It is the contractor's responsibility at all times to maintain wall stability during the construction phase of this project. 14. The use of solid load bearing masonry units is prohibited on this project. 15. Masonry wall construction requires expansion/contraction joints. Locate these joints as directed by the project Architect not more than 40 feet on center. Avoid locations near windows and doors or other geometry that would lend to the formation of epxansion cracks. 16. All lintels over masonry openings shall be Cast --Crete Lintels. Cast -Crete lintels are available from General Materials, Inc. 17. Provide seismically rated brick ties for all brick veneer in accordance with monf'r install instructions. STRUCTURAL STEEL NOTES 1. Structural Steel materials shall conform to the following ASTM specification (U.N.O.): Angles, plates, mise. steel ASTM A36, Fy=36 ksi Tubes ASTM A500, Grade B Anchor Bolts ASTM A449 2. Provide temporary bracing or guys to provide lateral support until permanent lateral bracing is installed. 3. The contractor shall coordinate the bottom of base plate elevation with the top of concrete and masonry elevation. In case of conflict, the contractor shall make allowance in his bid for the more stringent requirement. 4. All steel details and connections shall be in accordance with the requirement of the AISC SPECIFICATIONS �Latest Edition), including all supplements and revisions. . Shop connections not specifically detailed on the drawings may be welded or bolted. Field connections not specifically detailed on the drawing shall be bolted. 6. Fabrication and erection of structural steel shall conform to the AISC "Manual of Steel Construction," Ninth Edition and the AISC "Specification for Structural Steel Buildings," 1989 Edition. 7. All bolts cast in concrete shall conform to ASTM A-36 or A-307. 8. Beams shall be supported on columns by tab plates welded through the center line of the column unless specifically shown otherwise herein. 9. All beams shall be punched for two rows of bolts for the attachment of wood blocking. Blocking shall be placed along the top flange, along the web and along the bottom flange unless spedified otherwise. Bolts shall be two rows at 16" o.c. staggred. 1. All timber construction shall be in accordance with AITC specifications and requ�irements. 2. All timber framing, unless noted otherwise, shall be not less than #2 SYP or SPF kiln dried with minimum properties of: (fb=1300 psi, Ft=675 psi, Fc=1200 psi). 3. All engineered timber shall have minimum properties of: (Fb=2800 psi, Ft=2600 psi, Fc=2400 psi). 4. Any and all timbers exposed to the earth, weather or in contact with concrete or masonry components or withing eight (8) inches of exposed grade shall be treated in accordance with AWPA standards. 5. All connectors shall be by the simpson company unless approved otherwise by the project Architect, G90 finishes. 6. All floor/roof bracing, blocking and connections shall be by the truss or Engineered component manufacturer. 7. All multiple ply girders shall be glued and nailed together with three rows of 16d nails at 8" o.c. per row and per layer or ply. 8. Provide a double joist below all parallel walls not shown otherwise. Provide a double joist adjacent to all changes in span to minimize differential settlement. 9. Layout all plumbing line and fixture locations and space joists to avoid cutting of joists. Where a joist must be cut provide an additional joist on each side of the cut joist, as close as possible. if cut joists supports more than starndard floor loadings notify engineer for review. 10. Support all joists and beams on joist and beam hangers. Nailer$ shall not be permitted without prior authorization from engineer. 11. Provide simpson CS16 X 24" straps accross all ridges and valleys at 32" o.c. install to prevent against uplift forces (i.e. across tops of ridges and the underside of valleys), or collar ties at the some spacing. 12. Solid blocking that matches the depth of the floor joists, shall be installed between joists along all interior and exterior walls. Additional blocking shall be installed between joists at 1/3 points for 2x joist framing. 14. All walls supporting two floors and a roof shall be 2x6's at 16" o.c., 2x4's at 8" o.c. or 3x4's at 12" o.c. 15. The GC shall anticipate and provide furing strips or blocking as may be required to provide a smooth surface for the application of sheetrock. This requirement primarily occurs at, but is not limited to, vaulted ceilings and other such special conditions. 16. The framing and foundations shown herein are based on normal carpet and vinyl floor finishes, normal weight cabinets and counter tops. If heavier materials are used notify engineer and await framing modifications prior to proceeding. 17. Where roof trusses are used, provide uplift connectors with uplift ratings in excess of the uplift reactions listed within the roof truss shop drawings. Contact engineer for specific directions if required. 18. Top plates, drag struts, shall be nailed together with two rows of 16d nails at 12" o.c. staggered. 19. Bottom plate splices shall have attachments on either side. Where the plate is attached to concrete you can provide 1/2" dia exp'n bolt with 12" ea. side of ea. splice, or you may provide two powder driven fasteners within 8" ea. side of ea. splice. Plates attached to timber framing shall have two 16d nails driven into the supporting framing within 6" ea. side of ea. splice. 20. Provide min 2" x 2" x 1/4" square plate washers between TD bottom wall plates and the nut for anchor bolts. 21. Steel beams and columns shall not bear on timber framing. Provide embeded weld plates and steel columns bearing directly on concrete or masonry as necessary for proper support. 22. All timber framing, unless addressed otherwise herein, shall be installed in accordance with the current edition of the Wood Framed Construction Manual. DESIGN CRITERIA. DESIGN BASED ON THE 2006 IRC (WIND/SEISMIC: ASCE-7) DEAD LOADINGS ACTUAL SELF WEIGHT DESIGN LOADS & INFORMATION WIND WIND EXPOSURE CAT. SEISMIC DESIGN INFORMATION SEISMIC USE GROUP Sds Shc SITE CLASS SEISMIC DESIGN CATEGORY SEISMIC FORCE RESIST. SYSTEM DESIGN BASE SHEAR ANALYSIS PROCEDURE FLOOR LL FLOOR DL ROOF LL ROOF DL DECKS & PORCHES LL DECKS & PORCHES DL STAIRS LL GROUND SNOW LOAD 130 MPH 3 SECOND GUST EXPOSURE C ASCE-7 GROUP 1 .56 .43 D D LT. FRAMEWALL/SHEAR PANELS 31,000 LBS SIMPLE STATIC 40 PSF 25 PSF 20 PSF 20 PSF 40 PSF 15 PSF 40 PSF 10 PSF WHERE REQUIRED, WINDOWS AND DOORS SHALL HAVE A MINIMUM RATING AS NOTED. HOWEVER, THE GEOGRAPHICAL LOCATION OF A GIVEN BUILDING MAY REQUIRE THAT A HIGHER DP RATING BE USED. THE CONTRACTOR SHALL VERIFY WITH THE LOCAL BUILDING OFFICIAL THE REQUIRED DP RATING FOR THE SPECIFIC SITE OF THIS STRUCTURE. EXPOSURE C DP +50/-67 WITHIN 48" OF CORNERS DP +50/-54 INTERIOR ZONES WHERE WIND BORN DEBRI PROTECTION IS REQUIRED, PROVIDE REMOVABLE IMPACT PANELS. THESE PANELS MAY BE COMMERCIALLY MANUFACTURED PANELS INTENDED FOR THIS SPECIFIC PURPOSE OR CONSTRUCTED FROM 7/16" OSB PLYWOOD. ATTACH PLYWOOD PANELS WITH #10 WOOD SCREWS, ONE AT EACH CORNER AND SPACED NOT MORE THAN 12" O.C. BETWEEN. �....w.. REV__BY DATE [1 Southern Consulting & Engineering, Inc. Structural Engineering 105 Central Ave, 200-B Goose Creek, SC Bus(843) 79.8-2525 Fax (843) 718-2776 www.sd-engn&com REV. BY DATE 1 *4 j P*a. .-. r Southern Consulting & Engineering, Inc. Structural Engineering 105 Central Ave, 200-8 Goose Creek, SC �+ s i �a = � s� f • 4 Southern Consulting & Engineering, Inc. Certificate of Authorization No. PEF005042 wars �J a� C 0 mn N �Mmj GROUT ALL REINFORCED CELLS SOLID Q TYP. FLOOR TO FLOOR DETAIL- FOR OPENINGS WIDER THAN 60" AND UP TO 84" TYP. WALL STRAPING DETAIL. WITH 3000 PSI PEA GRAVEL CONC. 16" SQ. CMU PIER. REINFORCE TIMBER FRAMING PERMITTED 2X4'5 AT 16" O.C., UNLESS ROOF SHEATHING, ATTACH WITH RAFTERS OR ROOF RAFTERS 'OVER -FRAMED' INVERTED JOIST HANGER 15j32" OSB ROOF SHEATHING, 131 SERRATED GUN NAILS AT 6" O.C., WITH 1 #5 IN EACH CELL. ROTATE BELOW BEOF TREATED MATERIAL. ALL REQ'D OTHERWISE. AT EACH OUTRIGGER cc Q it 4" O.C. 48" INWARD OF ALL ■...■ U) 8" CMU WITH #5'S AT 32" O.C. AND DOUBLE RAFTER EAVES, RAKES AND RIDGES. Q EACH COURSE 90 DEG. FROM THE 0 IHTE"RIDR LOAD BEARING WALLIZa " 16" O.C. 3/16" DUR-O-WALL AT 16" O.C. GUN NAILS. ATTACH A 4 O.C. WITHIN „ COURSE BELOW. GROUT ALL CELLS AC SECT. 8602.4 INTERIOR LOA 4$ .CALL EAVES, VALLEYS AND RAKES, 6" O.C. EVERYWHERE ELSE. ATTACH WITH .131 SERRATED SOLID WITH 3000 PSI PEA2X4 PLATE CONT, ATTACH TO SLAB CONI: EDGE BEAM OR BLOCKING. BEARING WALL$ SHALL BE CONSTRUCTED, GUN NAILS PER STtlD TO ALLOW CANTILEVERED OUTRIGGER FASTEN ROOF SHEATHING TO EDGE MEMBER. AT 6" O.C., EXTEND ''r SIMPSON CS20XI60 GRAVEL CONCRETE. TO TOP PLATE WITH 5/8" X 10" EPDXY ANCHORS AT FRAMED AND FIREBLOCKED AS SPECIFIED BRACE NOT MORE THAN 10 FT O.C. 2X6 "L" 48" O.C. 't EXTERIOR WALLS. SIMPSON CONNECTOR AT EACH END OF EACH RAFTER. LOCATE ON SIMPSON TS12'S AT EACH SIMPSON CS20X16" EA SIDE OF EA. SIMPSON LTT19 AT EACH ANCHOR BOLTS BRACE #3 NOSE PLYWOOD INSTALLATION. RAFTER. SIMPSON H2.5A AT EACH END OF EACH UPLIFT REACTION CONNECTOR BRACING,ALM wmBGABi L END RD FOR WALLS THAT SUPPORT ROOF LOADS, EXTERIOR $HEAT; WAL.L16 BAR. TRUSS VERTICAL MEMBER. TRUSS TO BE RAFTER. STICK FRAMED ROOF SIMPSON H2.5A DESIGNED TO LATERALLY SPAN BETWEEN C SIMPSON COLUMN CAP, TYP. AT EA POST. SEE ARCH AND AT EACH END OF EACH GIRDER TRUSS. 10-99 SECS'. 305.4.3. USE PC44 FOR 4X4 POSTS, PC66 FOR soTRUSS THE CONCEPT OF 'OVER -FRAMING' 2X BLOCKING. TO MATCH TRUSS TOP 6X6 POSTS. PROVIDE EPC AT ENDS AS #5IF SEAWAY IN THE BOTTOM SHALL APPLY TO ALL OVER—FRAMED AND BOTTOM {MORD IN OUTER THREE TRUSS BAYS, NAIL TO CONT. BRACING REQUIRED FOR FINISH &ATTACHMENT. SETD UP TO 1500 LBS (2) SIMPSON H7'S OR LGT2 GABLES, DORMERS, CHIMNEYS OR OTHER WITH 161) NAILS AT 6" O.C. ELEMENT WHICH IS FRAMED OVER UP TO 2000 LBS LGT2 OUTSIDE & H10 INSIDE A LOWER FRAMED AREA, Windows and doors shall not 3 z TYP. SAVE AT PORCH TYP. SAVE DETAIL TYP. OVER -FRAMING DETAIL.jj.�TYP. GABLE END FRAMING io be Installed near corners within 27 lnD�hafor e. feet wall height GI��DE OD and 34 Inches for 1X0 feet wall hel ht -Cq;yy�, ♦ 1 • • • �j t` t � I�l� ALL FRAMMO Douh?,q Studs at1 each end. • • iplc SECT. MUM SSI# 10.41 SECT, M 3 #4'S OR 2 #WS CONT. THE LENGTH QF $HEAR WALL WEEDED ° 3 #5 S CONT. IN BOTTOM " 2-0 CONT. F;!JSl" 99 DETERMIFIEC 3YTHE HOME 2'-0" CONT. 3'-6"" SQ. DEfisIC I� . MINIMU T81CXNESSS (MiaEATHINQ $000~ DECKINa) j sj$.2 INOHZS. TYP. WALL FOOTING DETAIL TYP. CMU. PIER DETAIL TYP. INTERIOR THICKEND SLAB 1 3 1 4 PLYWOOD SHTHG, ATTACH W/ .131 GUN 3/4" PLYWOOD SUBFLOOR, TYP. GLUEDAILS SPACED AS NOTED HEREIN. TYP. 2X6'S AT 16" Q.C.. PROVIDE 2X6 STUDS AND NAILED. FOR WALLS OVER 10' TALL OR WHERE WALL CONT. EDGE BEAM/BLOCKING SUPPORTS TWO FLOORS AND A ROOF. STUDS SUPPORTING ROOF LOADS ABOVE.. tN'----..--SIMPSON HD38 AT ALTERNATE ANCHOR BOLTS CONT. BEAM, SEE PLAN FOR SIZE. SIMPSON CS18X24" STRAP AT 32" AS SHOWN. PROVIDE A SIMPSON HD3B AT EACH EACH TD 2X8 TOP PLATE, ATTACH W/ O.C. BETWEEN STUD AND SUPPORTING END EACH BEAM. 5/$" DIA ANCHOR BOLT. BEAM BELOW. PROVIDE NOTCH IN PLYWOOD SUBFLOOR IF NECESSARY FOR STRAIGHT AND PROPER CONT. TD 2X$ PLATE, ATTACH SIMPSON JOIST HAN00 GERS AT EA. J01ST AND SIMPSON HQ38 ANCHOR. INSTALLATION. W/ 5/8" DIA ANCHOR BOLTS • AT 48" O.C. CMU PIER, SEE DET. HEREIN 2X8 BEARING PLATE, ATTACH TO CMU BEAM OR HEADER ELEMENT SUPPORTING PLACE ANCHOR BOLTS FOR PROPER PIER WITH 5/8" DIA. ANCHOR BOLT AT I PEACH A WALL THAT SUPPORTS ROOF LOADS ALIGNMENT OF STRAPS WITH a PIER. FROM ABOVE. PERIMETER FRAMING. GROUT ALL REINFORCED CELLS 00 SOLID WITH 3000 PSI PEA GRAVEL SIMPSON CS18X24 ON EACH SIDECONCRETE, CONT. WALL REINFORCING TO W#THIN 9" UNO. OF POST SUPPORTING BEAM. CONT. 8" BOND BEAM AROUND OF THE TOP OF CMU. DO NOT USE TOP OF WALL, TYP. REINF. SOLID LOAD BEARING CMU UNITS. POST TO BE ANCHORED AT BASE W/ 2 #4'S CONT. T PROTIDE SIMPSON HQ3B ANCHOR AT EACH END OF AS SHOWN HEREIN OR WITH SIMPSON "' EACF BEAM. LTT20B. BOTTOM UPLIFT CONNECTION CONT. WALL REINFORCING TO WITHIN 1" SHALL BE ATTACHED TO MASONRY OF THE TOP OF CMU. DO NOT USE OR CONCRETE FOUNDATION SYSTEM. SOLID LOAD BEARING CMU UNITS. BEAM STRAPPING DETAIL TYP. EDGE FRAMING DETAIL _ PIER EDGE FRAMING DETAIL TYP. INT. PIER DETAIL 11r PLYWOOD WALL SHEATHING, ATTACH" SIMPSON CS18 X 16" AT EACH END OF EACH ° . ° DOUBLE TOP PLATE, CON11NUE PLYWOOD TO WITHIN 314" OF TOP OF TOP PLATE AND FASTEN WITH WITH .131 GUN RING SHANKED NAILS AT 6 WINDOW OR DOOR OPENING AT KING GUN NAILS AT 4" O.C. O.C., UNLESS SHOWN OTHERWISE HEREIN. STUDS WITH OPENINGS GREATER THEN 48" .131 INSTALL AT 48" Q.C. AT INTERIOR WALLS THAT SUPPORT ROOF LOADS, ALIGN WITHATTACH THE EDGES OF PLYWOOD SHEETS TO DO NOT SPLICE WALL SHEATHING CS OR LTT'S BELOW. SUPPORTING STUDS WITH .131 GUN NAILS AT WITHIN 1'-0" OF FLOOR FRAMING. 4" O.C. DOOR OR WINDOW HEADER ATTACH PLYWOOD TO INTERIOR SUPPORTING CONT. 2X BLOCKING AT BEARING 0 STUDS WITH .131 GUN NAILS AT 6" O.C. WALLS AND AT 1/3 POINTS. ° JACK STUDS KING STUDS ° SIMPSON CS18X48" AT 48" O.C. AROUND OUTSIDE AND ALL INTERIOR SIMPSON LTT19 AT EACH END OF EACH ° 7j1B" OSB EXTERIOR PLYWOOD SHEATHING. LOAD BEARING WALLS WHERE WINDOW OR DOOR OPENING IN UNE ° ° ° PLYWOOD IS SPLICED WITHIN 12" WITH KING STUDS, FOR OPENINGS GREATER THEN X48" IN WIDTH, OF FLOOR FRAMING. AND AT EACH GIRDER STUSS. CONI; BOTTOM PLATE, ATTACH PLYWOOD TO BOTTOM PLATE WITH .131 GUN NAILS AT 4" O.C. J � .. Q .Q � k G d E ° �•.. ° ANY REFERENCE TO 1/2" PLYWOOD 'MALL BE PROVIDE A SINGLE KING STUD FOR OPENINGS UPTO 36" WIDE. INTERCHANGABLE WITH 7/16" OSB PROVIDE A DOUBLE KING STUD FOR OPENINGS GREATER THAN ° 36" AND UP TO 60" IN WIDTH. PROVIDE A TRIPLE KING STUD REV. BY DATE U� ilk[ 4 .� a ,, Southern Consulting & Engineering, Inc. Structural Engineering 105 Central Ave, 200-B Goose= Creek, SC Q TYP. FLOOR TO FLOOR DETAIL- FOR OPENINGS WIDER THAN 60" AND UP TO 84" TYP. WALL STRAPING DETAIL. PLYWOOD NAILING PATTERN ROOF SHEATHING, ATTACH WITH RAFTERS OR ROOF RAFTERS 'OVER -FRAMED' INVERTED JOIST HANGER 15j32" OSB ROOF SHEATHING, 131 SERRATED GUN NAILS AT 6" O.C., TRUSSES FOR THE INTERSECTING AT EACH OUTRIGGER cc Q it 4" O.C. 48" INWARD OF ALL ■...■ U) GABLES. DOUBLE RAFTER EAVES, RAKES AND RIDGES. Q MIN 2X6 OUTRIGGER AT 0 N " 16" O.C. ATTACH ROOF SHEATHING WITH .131 SERRATED GUN NAILS. ATTACH A 4 O.C. WITHIN „ 1 /2" PLYWOOD SHEATHING, SIM H R 2X6 'L SIMPSON OUTRIGGER 4$ .CALL EAVES, VALLEYS AND RAKES, 6" O.C. EVERYWHERE ELSE. ATTACH WITH .131 SERRATED (2)160 NAILS DROPPED ENDWALL FRAMING CONI: EDGE BEAM OR BLOCKING. GUN NAILS PER STtlD TO ALLOW CANTILEVERED OUTRIGGER FASTEN ROOF SHEATHING TO EDGE MEMBER. AT 6" O.C., EXTEND ''r SIMPSON CS20XI60 TO TOP PLATE EA SIDE OF F.A. DIAGONAL 2X6 "T" SPACED BRACE NOT MORE THAN 10 FT O.C. 2X6 "L" SIMPSON CONNECTOR AT EACH END OF EACH RAFTER. LOCATE ON SIMPSON TS12'S AT EACH SIMPSON CS20X16" EA SIDE OF EA. OUTSIDE FACE OF STUD BEFORE BRACE PLYWOOD INSTALLATION. RAFTER. SIMPSON H2.5A AT EACH END OF EACH UPLIFT REACTION CONNECTOR BRACING,ALM wmBGABi L END RD TRUSS VERTICAL MEMBER. TRUSS TO BE RAFTER. STICK FRAMED ROOF SIMPSON H2.5A DESIGNED TO LATERALLY SPAN BETWEEN SIMPSON COLUMN CAP, TYP. AT EA POST. SEE ARCH ROOF BRACES. USE PC44 FOR 4X4 POSTS, PC66 FOR soTRUSS THE CONCEPT OF 'OVER -FRAMING' 2X BLOCKING. TO MATCH TRUSS TOP 6X6 POSTS. PROVIDE EPC AT ENDS AS UP TO 780 LBS SIMPSON H10 SHALL APPLY TO ALL OVER—FRAMED AND BOTTOM {MORD IN OUTER THREE TRUSS BAYS, NAIL TO CONT. BRACING REQUIRED FOR FINISH &ATTACHMENT. UP TO 1500 LBS (2) SIMPSON H7'S OR LGT2 GABLES, DORMERS, CHIMNEYS OR OTHER WITH 161) NAILS AT 6" O.C. ELEMENT WHICH IS FRAMED OVER UP TO 2000 LBS LGT2 OUTSIDE & H10 INSIDE A LOWER FRAMED AREA, SIMPSON CS18 X 48" ALONG JUNCTIONOF TOP OF WALL AND ,ii7USs. TYP. SAVE AT PORCH TYP. SAVE DETAIL TYP. OVER -FRAMING DETAIL.jj.�TYP. GABLE END FRAMING io REV. BY DATE U� ilk[ 4 .� a ,, Southern Consulting & Engineering, Inc. Structural Engineering 105 Central Ave, 200-B Goose= Creek, SC Q � J U cc Q it Q ■...■ U) Q 0 N "