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HomeMy Public PortalAbout07-0441 McCorkle Z CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-18-2007 PERMIT#: 070441 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 609 SECOND AVE OWNER NAME ROBERT MCCORKLE ADDRESS 319 TATTNALL ST CITY,ST,ZIP SAVANNAH-GA 31401 PHONE NUMBER 232-6000 CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2155 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $3,616.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $325,000.00 TOTAL BALANCE DUE: $3,616.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided sinless work has begun within six months of the date of issuance. l Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org }'.EF'IX 4 i wi RUpI(M��� CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/16/08 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 070441 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME ROBERT MCCORKLE CONTACT ADDRESS 319 TATTNALL ST CONTACT CITY STATE ZIP SAVANNAH GA 31401 PROPERTY ADDRESS 609 SECOND AVE APPROVED BY:/— P. O. Box 2749 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org I �9S \ /3 P, i jii CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 04/15/08 PERMIT#: 070441 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 609 SECOND AVE OWNER NAME ROBERT MCCORKLE ADDRESS 319 TATTNALL ST CITY,ST,ZIP SAVANNAH GA 31401 PHONE NUMBER 232-6000 CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2155 OCCUPANCY TYPE P TOTAL FEES CHARGED $3,791.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $325,000.00 ENGINEERING FEE TOTAL BALANCE DUE: $ 87.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,Fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: ■_ A.,//u 0 L Jr P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc@bellsouth.net INVOICE April 11,2008 Invoice#20709803 Diane Otto City of Tybee Island RECEIVE P.O. Box 2749 `c Tybee Island, GA 31328 �! Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 56 2nd Avenue 609 2nd Avenue Phil McCorkle April 11, 2008 0.50 hours Site review and&concurrence with site drainage 0.50 hours @$175/hour= $87.50 Total Due This Invoice Based on my observations at the site earlier today,to the best of my knowledge and belief,the site drainage is in substantial accordance with the approved plans and meets the requirements of the City of Tybee Island. 722 D - S2— 1202- irqg - Cc_ Oy- t5- 08` a4.6,A 113 O`l- a4L-1 . off'r'" From:Kern-Coleman & Co. 912 354 8813 04/10/2008 13:02 #293 P.002/002 G. Kern-Coleman & Co. L.,C. Consulting Engineers • Land Surveyors • Land Planner s Architects • Landscape Architects • Environmental Scientist April 10,2008 r- - RECEIVED City of Tybee Island Planning and Zoning P.O. Box 2749 Tybee Island, GA 31328 Attn: Ms.Diane Otto RE: Lot 56A—Ward#2, Tybee Island Owner: Mr. Phillip McCorkle KCC Project#070558 Dear Ms. Otto, To the best of my knowledge,information and belief,the drainage improvements have been subst. ,tially completed in accordance with the approved plans and specifications. If yo have any questions or comments,please call. diiiso c r ly submitted, I r _ Jo . em,P.E. 4Q F3 Q !// . ��p,ST��O �k JSI .mk x �tl.112fi� PRQFE55tONAt ()vG1NF P.cy '149N S.Y,e 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone (912) 354-8400 Fax! (912) 356-1865 • E-mail: info@akerncoleman.com • Web: www.kerncoleman.com APR-10-2888 16 23 912 354 8813 92% P.82 i ......... Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 A aL-c Phone: (912) 786-4573 ext. 114 ---rk tA v5- - Fix: (912) 786-9539 Permit No, Cl " QLf Li Date Requested • - Owner's Name ork _ Date Heeded • Gen. Contractor ' T tia:. ,7 Subcontractor Contact .N umber if2C0 3 7- Location UocT. e r Inspector( Date of Inspection :13 -6 Type of Inspection As but; !$ Lc ifOLAS'C Pass la ' (+- )4(..t(e rr 1 be v7- rq c■ I'-€1 ik/ Fail ( (Q.0 ) h 4 kid of-Dc-iv /k)7 r/60 540y e\ooKal --1)((v.I. iv? Aj.c1 (1 v o Ve n S 1 A( /led _ _ U.S.I,EPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number PHILLIP McCORKLE A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number 609 2ND AVENUE City State ZIP Code TYBEE ISLAND GA 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 56A,WARD NO.2,TYBEE ISLAND(PLAT RECORD BOOK 33P,PAGE 47) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.32.0062°N Long.080.8454°W Horizontal Datum: ❑NAD 1927ENAD 1983 A6. Attach at least 2 photographs of the building lithe Certificate is being used to obtain flood insurance. A7. Building Diagram Numbed A8. For a building with a crawl space or enclosure(s),provide: A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) *50 sq ft a) Square footage of attached garage NIA sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State TYBEE ISLAND 135164 CHATHAM GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 0001 C 06/17/1986 06/17/1986 A8 12' BI0. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile FIRM ['Community Determined DOther(Describe) B11. Indicate elevation datum used for BFE in item B9: ENGVD 1929 ❑NAVD 1988 ['Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? DYes ENo Designation Date ❑ CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ['Construction Drawings" ['Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BEE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized TBM Vertical DatumNGVD 29 Conversion/Comments VERTCON Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)*11.3 feet ['meters(Puerto Rico only) b) Top of the next higher floor 13.5 feet['meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ['meters(Puerto Rico only) d) Attached garage(top of slab) N/A. Ofeet CI meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building *12.3 feet❑meters(Puerto Rico only) (Describe type of equipment in Comments) t) Lowest adjacent(finished)grade(LAG) 11.1 feet['meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 11.2 ®feet['meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation . information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. +/ Check if comments are provided on back of form. "�T ® k here p � --,,--.0 . Certifier's Name License Number . ` No.2 Terry Mack Coleman GA RLS#2486 Title i Company Name t Registered Land Suareyor Kern-Coleman&Co. i' ' ,, v S:. Address City State ZIP Code - 6 . o,.rt Savannah GA 31406 A Signature I I • Date Telephone 1. 1 04/10/2008 912-354-8400 r. FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions IMP( RTANT: In these spaces, copy the cc :ponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 609 2ND AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND GA 31328 SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments THE BENCH MARK USED FOR THIS CERTIFICATE WAS SET BY GPS,AND HEIGHT CONVERTED TO NGVD 29 BY VERTCON. THE SQUARE FOeTAGE IN SECT!, A: a IS THE APPROXIMATE AREA OF THE ENCLOSED ROOM ON THE BACK RIGHT CORNER OF THE HOUSE. HE ELEVATION;N SEe.TION C2.a IS FOR THE ENCLOSED ROOM ON THE BACK RIGHT CORNER OF THE HOUSE. THE an_. i N SECTION C2IIL IS F1R THE TOP OF PLATFORM FOR THE LOWEST AIR-CONDITIONING UNIT. Sig = ure t Date 1 \ 04/10/2008 i1 Check here if attachments SECTION E ! BUILDIN c? LE NFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO an.A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. to Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑ above or ❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet❑meters El above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet 0 meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BEE) or Zone AO must sign here. The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments J,Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. Cl.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 02.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR) Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments f{Check here if attachments FEMA Form 81-31,February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 609 2ND AVENUE City State ZIP Code CompanyNAlCNumber TYBEE ISLAND GA 31328 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW REAR VIEW 04/10/08 04/10/08 _ i i mow 17- - .00. $t ' .r- ,*',- -t. -1- -1.4pii A , ,„ „. — ,s.„÷, .,4 , I. ih, , , 4-0,iN Ili..4 4i • ., "-. -.i . + .nom . * •' LEFT SIDE VIEW RIGHT SIDE VIEW 04/10/08 04/10/08 , _ . 4 �_ Sc "- - i ��? 4 _ '" a �. ,,, s ` .i .j A' ' . 4. ,E x r 't14..:*k: :-r:7. .',. :,,I.,•Z',4, 1 ill :..- .._.._ J n m• e 4 I Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 609 2ND AVENUE City State ZIP Code Company NAIC Number TYBEE ISLAND GA 31328 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." CONCRETE SLAB OF ENCLOSED ROOM 04/10/08 i ' • • , 4ti CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 02/26/08 PERMIT#: 070441 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 609 SECOND AVE OWNER NAME ROBERT MCCORKLE ADDRESS 319 TATTNALL ST CITY,ST,ZIP SAVANNAH GA 31401 PHONE NUMBER 232-6000 CONTRACTOR NAME J T TURNER CONST CO INC. ADDRESS PO BOX 6190 CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2155 OCCUPANCY TYPE P TOTAL FEES CHARGED $3,703.50 0 PROPERTY IDENTIFICATION# SID Al i PROJECT VALUATION $325,000.00 ENGINEERING REVIEW FEE TOTAL BALANCE DUE: $ 87.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org yv\a:`Ae. 0 2-2 f, -p DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah,Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(c bellsouth.net INVOICE January 30,2008 Invoice#20709802 Diane Otto , _° '< City of Tybee Island L P.O. Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 56 2nd Avenue 609 2nd Avenue Phil McCorkle January 30, 2008 0.50 hours Revised plan review&concurrence 0.50 hours @$175/hour= $87.50 Total Due This Invoice x1220- 52 -l2O2 02 - 2 -c a p 0r7- 044-q! • 4. 0 ?).A. 4-0 c p proJQ �n` a�.Mss; o� -�'; it) row. �� OS ��Q `'� Kern-Coleman & Co. LLC. Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Environmental Scientist TRANSMITTAL Date: 01/30/08 To(Company Name): City of Tybee—Zonning, Planning &Economic Development Address: 403 Butler Avenue Attention: Brannyn G.Allen r ,,-_ From: Chris Rains CIA 0- 0 C Project Name: Tybee Lot 56-A /I(1 CQ O r ,e, Project No.: 0070558 These Are: ® For Your Use ❑ For Your Files ❑ As We Discussed ❑ For Your Comments ❑ As Requested ® For Your Review and Approval Sent Via: ❑ USPS Mail ❑ In Person ® Courier ❑ FedEx/UPS Overnight ❑ FedEx/UPS 2nd Day ❑ FedEx/UPS Quantity Item Description 2 Revised Grading Plans Remarks: Brannyn, The attached grading plans are a revision of previous plans submitted for Lot 56-A, Ward#2 by Boswell Engineering. This plan more accurately reflects the proposed building and driveway in regards to dimensions and materials. The owner wishes to use interlocking concrete pavers. If you have any comments or questions, please do not hesitate to contact me. Thank you, Chris Rains Received By: / Client Signature Date 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354-8400 Fax: (912) 356-1865 • E-mail: info @kerncoleman.com • Web: www.kerncoleman.com k • Inspection Report City of Tybee island 403 Butler Ave. P_O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. 0'1- - 0 4 4 Date Requested Owner's Nam!. Ceor Date Needed 04 — 15— 08 Gen. Contractor -TZA r, e Subcontractor Contact Number 1:3 ; 676;3,3 — Location LQC) 9 c.,402_0_0_;c, inspector 14 o Date of Inspection /S Type or Inspection - 1.J ELE-- P. s Ti ----r Fail [-.3 , . ( , . .;,4-:::'• ..-----.10 a '' r: Tj 1 i, . •:-•- Tybee il I Phone: (912) Fix: (912) 786-9539 • Permit No., 0 '-.) r) 4 L4 ( Date Requested 0 4 - I I - 0? Owner's Name A4 , 0 r L.( c)...) Date Needed ( 4H S.-- Q g Gen. Contractor 3.5 -r-v• r /1.1Zr S.uhcontracto 1 I Contact Number _ .--R.:\\ 6to, (02 6i4 ILocation (0 3 9 cer ,:-)r) A. 4ve i / „, I ' 4 i. i _ Inspector D#of Inspecton Type of inspection _____ Z___ I / i cv , r I o. ( eipf. Lu Ak f-4..ir ci „.... i-' Pass E , LN,0. b ida 1 1 I il 4011->--iti 10 5---b-ZE-CZCOV<,- Fa El 1/141 -).1-T.,6 1 .11D ) 7;) I / /7 i 1 i cm, / , / 1 — \---14-.(( / _.... _. 1 - / i,-- 1 i 1 . 1 i r _ 1 -; ._.... ._, .-, . .... Inspection Report CAly ot lybee Island 403 Butler Ave. P.O. 8 0 X 2149 Tye Island, GA 3132t Phone: (912) 786-4573 ext. 114 fax: (912) 786-9539 P.F.rinit No_ Di- 014 4 i nate FiPquested 0.- i -1 — 1 0 0 C'c; IV\ (11 '1 ) ,..., „ 013.7m:if's N I c p c- 4 ,Q_ :late NI eel:CR d j ) Lt —1 ( _ (...DF. Gen, Conir aCtOrT 1-__Ly r (1.122— Subcontractor Contact Pi kimbev -----..) ' i i i Location ,I ---- T. IFISpeCiCyr -2/di oate of Inspect:On _ - iti (-)5 — _ Type o 1 :inspectio(i L, 7'1 i'i.....J *Nti. i 0 ,-- 0 r 1,- ) , -' (-4-,) "i‘ ,,-:----_ 144\ c. ----,--z-i-Ec,7-6 ‘,-, 0 ,---,:-,,-:zzi \ , C briZrezz,,' ___.4-;---t-7-001... \.A.).)-CZIFr 1 " N (40 ,4,41-) .-t,,,0-0T-7- '-‘72..V-_/, ‘:). (C)=-2'' ',4■---\-6.:i4 r•----__N... 0 0 6 4 _Z,",t..)\ S4410, C. /36 .1() ,f._)31\1..--..6 - ■,_)( 1 4-' ,21.)e-i."' 5 FC--.{:: (40LJA ) ' ( '" L.--.;3 -10,9'')et.---•=.° r (=1 -4- • r v/c1 c--, „. intpection Report City of Tybee Island 403 Bntler Ave. PA). Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No.. CD4 Date Requested 014-09-c) nw.np„.?„7. wame k — le) Date Needed _ Gen. Co ntracto r 1 Li.r as25- Subcontracts)E- 4.) ■ i) \. Contact Number Locatio ()0 ,›A Inspector Date of Inspection rype of Inspetif) „ i Pass Ej VA(4)00 132Y.41-Ki-E.,S c-.)c-K) T3 7-57PCs Fail -IDOL" 61012)i)c.(1,L-1--- Ri\s,s, hp ey\s_ c\v., \ C .• ; , Li ..;:,..,„.,_....::...;.• inspection Report City of Tybee Island . 403 Butler Ave. PO. Box 2744 Thee Islands GA 3132 . Phone: (912) 786-4573 ext. 114 JI/1 J' fax: (912) 786-9539 (i-)C Permit Flo, O7 0 4-/i V/ Date Rectillested i., 01 o(7, j.4 eltietier',F. Milm // L.--c-.)/r\ I e Date Needed 1-6'-b • /3 200 S 1- ----- 1;e:i. Cr:-rttry-iig.-to T J.- /. -T-1,1 eil,F if- Subc-otrct.or C-5 1--/t4 Rci El_ .-._.,_ CO ritac t i';iii trria her 8/7/ (/0376Dil ki6,3.- ../c.,-2 co' (i • ,.. lrlispe-f_14.?r 1/ q 'Date ° Trospef7ti-i2n Type cy t 3 vispee N-i,Ft ien9 1,3 -120.:4-)C-;( /0 Pass 1: 6......4 5221L l'A) -15//1 7Z-C 4174e., k2'..,0 — Fait, kPfliz-,17(.. 1.1. ..? , ,, , TI £ LA) x_7//,..) ('- *************** -COMM. RNAL- ******************* DATE FEB-13-20 **** TIME 14:41 ******** MODE = MEMORY TRANSMISSION START=FEB-13 14:40 END=FEB-13 14:41 FILE NO.=803 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK s 3062646 001/001 00:01:06 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- *********-.-0' ;V.'. lik/IN, 011!1: '''..k 0(:$ 4>,k, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9*14144;4537 Phone 912-443-5063 -6 O(a-Z4 44i0 01 -044-1-1 Location Address. ( o1 2 1151' Ave, Lot# Release Date:Or 13-0g 4.e.»hp.floJe' Type of Release: _Temporary Permanent Subd Name: Electrician: a S. LL r d E ,e c , Electrician Phone Number: 15(a-s 'R 1 Owner/Builder: 0\0 es4 M 5-On r hit_ Phone Number: 23'01- (Q©0 0 Location Address; Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: 'Type of Release: Temporary —Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: . WV IN. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 91 -37 Phone 912-443-5063 .3 2( L.40 4/4=&441s7q o � o 44-1 Location Address: CO cc Z n Ave . Lot# Release Date:02.- 13-OF -4-e m p.p o 4 er Type of Release: Temporary V Permanent Subd Name: Electrician: U. S. U rd e c . Electrician Phone Number: 15(a ses 1 Owner/Builder: o b es'4 /" (t o r k Phone Number: 2,3 2- (0 0 0 0 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 1 .„. . ("•-\\ ( / .,- ;:.-'r..e:' - --•':e.'. ■ ---,-"i ' f■f Inspection Report city c4 Tybee Isikand 1 403 Butler Ave. 1 P-.0. Box )1148 Tee 'sidled, GA 31326 L .,.......„.. /ifj___ 1.....,1\L ,...- Poe: (912) 786-4573 ext., 114 I i Fax: (912) 786-9539 fiermil N , 0 V - 0 4(11 I flte, R.:74-1g.w...:Apci ---------------- Owner ; Name ni Cab kele eed ---. , Date NiN1 /-791), / /, Cf-Antrarro 10' 3:_17 -FLA.!ki:€ v-__ Subcgritractor ri-S ''iti-' tic,/ d iliimber El \ \ tiU .is.501(''. (0 )$ - (:, ,R" 6) (-1 ----- Location ,7( 6 • ---) 0 4 A l':'1.Spector 1.1 Dat.P. al Inspection ,„,,,....•001-,....-_____ iype of Tte15p01-icp r, -V)t,t, . S', (21‘, 14. 'f 0 Pass E Fail t/ ----,, r \ 1 / • , - 1 \ R•••-5-„2.„ ,.) , .. J' rWl..-'' !)-.> • l' ' . '`. • , / ,.)---- (.--- 1 , ! i \ i _ ', ! o ... ..iit, ''::,..-.•' .... , i . Inspection Report ,... i f '' • City of Tybee Island r 403 Butler Ave,. P.O. Box 2749 Tybee Island, GA 31,328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9.539 . •-• . • Permit N e Di - 0 4 4 i Date Requested OW .......kera.m.■■•' Owner's P4ame iti c_COr Date Needed ,„„............0.0000.00 1 . ....-----, ....... ....- Gen. Contractor 0 1 1 ,, ,-,-„,5--- Subcontractor Contact Number ---P3 + A W oAs _ ov-, Location (00 9 „D-ecr. c\ 4,,...) . , _ , • , Inspector Date of Inspection ).--c)/65- / ‘ Type of inspection 1 n S i \ ct - - . 0 (..., : ess Pass 1:1 --V— Fail • 1 ' L) 0 ._,i...-e-e.,, ,, • '4 Inspection Report 1 City of Tybee Island 403 Butler Ave. PS - -) PO.. Box 2.749 fvbee Island, CA 31328 Phone: (9:12) 786-4573 ext. 114 Fax: (912) 786-9539 Permit 11 li_ 211 9.44±ii Dare Reque- ted 0 1 OvIsner' N4t110 kr_Clc.- kJ E) Date Needed 01 - i '5- 0E' Gen. Contractor -0--- I i u I rul..)" Subcontractor 1 I Contact Number _----g < I I (A.)04 S 01(-) lok3 - (02 6 4 Locatn (0 06? 5-e' c 3 I's\ J AVe) • _ I ncpPrit-e,r Date of I rpgpection 1 Type of Inspection _ ____._ ... , / lt. e , A cr9c. -1- DL)0k ele ( C CP -re0c-- Pass 0 Fail El r.,s8 1 , r e , r, sf a ,-1- 1-- 0,-) 3\--, 1 1 iqP.t....s —A, 1 ( ) Inspection Report City of Tybee Island 403 Butler Ave. 1\1\ P.O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. D 14 hate RPCMPCted •-• 0 ) O Owner's Name )‘/\ r ic(e) Date Heeded 0 l — I 9 - oF r Gen, Contractor Z\-Q-1—. Subcontractor Pentad Number Location Inspector ___ Date of inspection ) b Type of Inpei1ion 1 a J1 k \ L.) crv- ( ,-k 0 „_,) Pass ri IV @ail 30Z7-. , per . It ,.. . . 17--- f ....... :„. Inspection Report City of Tybee Island 403 Butler Ave. re"- P._.(1, Box 2_149 Tybee !stand, GA 31328 Ft otte: (912) 786-4573 ext. 114 1-413[7. (912) 786-9539 - (1. \ Li Li. 1 ' (-? Permit Ma_ J.._j :::_:-::::,_......"1_-1 J_____ Rate Rer_ftwsted t1 -- ( Chune _,-. tianw _10 4- _Q. r k te_)__ Date Needed ____Q ( ---. ) I - 0 3' 7_r_ ..,..1.-- t-"Zem U..ontractor:11 . / ,--) r Yl...C.r Subcontractor — ."+.) rs-CoPtar.t flEgy.05--(71r , )_- I \ k )..)OA 5- i,-\ (c) 3 - (40 it Locatio9 ( ,-) D 9 ; ,),,e0. : rk 0,, 4,),C2.- , i Inspettor _ -77/ / Date of Inspection , . Typ-f-3 of Inspection , \ c ,-.2) 33 APQ C-.1-\ . (iY\ c'1) e6 --r-, 1 ) -7.37(-45 I Pass E r.,.....„ Fail Li ,NIL - S A-5 \ ------/---T-7-0 0 ( •Dr---i_. 51/14 0 1 ..i.* 1310 LA, N\ ,5444.Z._S '-1-3Fed672- 0fr. -- 1 )2 ( --Z.t.,-0 ie) ' ':(77 I3 I 1— A151-4 kW ...., _..... , • C - Z.- -0 4---) I V 7---- . , , \•._- `,-,----- , ....e:'e,„„ '-,?,,11:•-• •.-,. .', till Lispection Report city m Tybef. Isio,n41 403 Butler Alie. P,O. Box 2.7141; Tybee island! GA 3i32 Poe: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit Nor, 01044q1 e F 1 -Th Datt‘-cieqte tid ) Z- - (0 - a ) Ovitier',-... %Lame AC i'-k fr Q2___. D.E;te Needed C -2. - 1 -- D7 Geri., Cont-,-actor---1r rk.) , n...9-5- Subcontractc-Dr c----7)) , I Contact NUMber 1 11 \ Location L.0 .0 9_ ___„.cc7 e- 0 n v e. . Inspect:taro Type of 3nspecbon . i . Pass Fiiii 71 C.....1 1 / ,, 4- . - •--, --,--Ii.•' `;!., 1 . 1r lina.r-,17.--.,:44--T-4 /47.4--raa.mTA Rift gnu&-,,,W"t` 4,g 0-0.-- ltL,il,NTOP 1 Lm r1-01 az City ot -inerb IscIalitd 403 Butler ikve_, 2749 Tybee Island, GA 31328 • Pitone7 (912) 765-4573 ext. Fir (912) 786-9539 . ,... .-- Perm it N n- fp I - D -1 Li 1 1.,-.4,1-t-,1 A(-In i I i=r5.4 V.#1 L':'.. _ :.. ._-7.. .. T3i5tf 41P.r's isi ante Gen, Cc ractT T ntf)r , J Li c-ni2.3--- Subco ntrac P:.). ( Ld 4--..,.. a r.0 ntact 1m ber --- .„. ... .....___ .... _ t °caton Dal-e of 3 MI3 eCti0 il 1 1 - Ty oi. 5r-gspei7.:tif,bn, r „...„,...., , gt-Au:Af-4,:s:; rictiV,11..laf ^, 'I I Fad 1,.....1 /Lit',.- ;' lc , ., ,1- /4.1 I.J _ 4.., 0 — -' Pl L, ,, . _ J5 ,, ,, I i .....c- ('1.1.: _r; ,-- .•;- - ,...)-- _., .1,,• ! i) ` I . --C!I), -, __ ) • , I .''')(:„ /1„/ ! 7 .-m... ---■- ..■-■■-■...-■. _.._ _. _._-.- ■_ ._ ...-■ ...--- ■.--,_■ ■----- ..■.. ..-■_.-■---... ..■.■--- ---..... __-,■„■..,._.■,_._.... ■-- -- ■..----*_.■..--- ..---- --......■ .... -.■.... .---* --.* _■.. . ■.-.■■■ ....._,_.______ . . • r.t3....`• - n'• • Inspection Report City 01 Tybee Island 403 Butler AvenuP P.O. Box 2749 Tybee island, GA 31328 , Phone: (912) 786-4573 extension 114 '.j d v&I lax: (912) 766-9539 () - V9 rite Requeqted (iOriefe_ Z 0 Owner',"; Narm- natf- NPPcied Gen, Contractor Terre r Subcontractor Contact Number E i 11 tt) 66ps - .2 6 4 Location _ _ (";;;;A I tn nat.P. of irmpPction ±T z Type of I nspyi-114-01-, A/ 30 , Pass Fail El oe3 (elan" 11/01/2007 11:10 19122335061 WHITAKER LABORATORY PAGE 01/01 WI>IITAKER LABORATORY, INC. RECEIVED P.O.Box 7078 �`�� 11-02-o? 2500 Tremont Rd. Savannah,Georgia 31418 Phone(912)224-0699 Fax(912)233.5061 Report No.: 10-31-07-31 Client: T.T. Turner Construction Project: 609 2m Avenue Tybee Island, South Carolina FOOTING INSPECTION Date: 10-29-07 Inspected By: Atnique Hutchison Area(s)Inspected: Pier Footings REMARKS: Upon examination,we offer the following observations: • At the time of this inspection,this footing was found to be in a firm and stable condition with an equivalent surface bearing of at least 2000 PSF. We thank you for the opportunity to be of service on this project. We appreciate your trust and we look forward to a continuing relationship in the future. If you should have any questions,please don't hesitate to contact our office. Respectfully submitted, W t A 'i%R LA ' ' ORY,,,INC. •s-; . ,'taker,P.F. 1 cc: J.T.Turner Construction Via Fax: 356-5615 1 cc: File Compaction tests and penetrometer tests reflect only the condition of the materials at the depth and location tested. Compaction and penetrometer tests alone are not a substitute for an engineered geotechnical investigation and report.A geotechnical report provides information on underlying soil layers so that bearing quality and pertinent design information.can be provided. • YATES-ASTRO TERMITE (U)0 NM W an YATES-ASTRO TERMITE tuu wuww uw11-Ji 15w & PEST CONTROL CO. ` & PEST CONTROL CO. P.O. Box 23313 I I. ' 0 P.O. Box 23313 7S ,C SAVANNAH,Box GEORGIA�/3�31403 ' __ { �"�° � 'j'''SAVANNAH., GEORGIA 31403 DATE OF OR ER (912) 651-9000 DATE OF ORDER j' -02-0 / (912) 651'9000 ''^^\\ CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING DATE CUSTOMER'S ORDER N0. PHONE MECHANIC HELPER STARTING DATE / / /• / BILL TO ORDER TAKEN BY BILL TQ ORDER TAKEN BY �\ \vvr\oir J 1 u noA(.- ADDRESS ADDRESS ❑ DAY WORK ❑ DAY WORK CITY ❑ CONTRACT CITY ❑ CONTRACT ❑ EXTRA ❑ EXTRA JOB NAME ND CATION JOBcIAME y[VD LOC�7 QI .[V,.,� 'L (� /t� r�/�'w(�)I �j`r/�Ir' Yn-/F1 C ; Cal l_ L JO PHONE JOB PHONq-t, '} DESCRIPTION OF WORK: ** I� ** DESCRIPTION OF WORK: ** ** PRETREAT PRETREAT SQ.FEET: GAL. USED: SQ.FEET: (c)L4 GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: g LINEAR FEET INSIDE TRENCH: GAL. USED: LINEAR FEET INSIDE TRENCH:3 - GAL. USED: )(p LINEAR FEET FOOTERS: •6 GAL.USED: bd LINEAR FEET FOOTERS: GAL. USED: TOTAL GALS. • TOTAL GALS. 31 DEPTH OF FOOTER INSIDE: 1 2 3 4 DEPTH OF FOOTER INSIDE:© 2_ 3 4 DEPTH OF FOOTER OUTSIDE: ' DEPTH OF FOOTER OUTSID . ' CRAWL: SLAB: CRAWL: SLAB: f TYPE OF SLAB: CHEMICAL USED: h.I I % ,b6 TYPE OF SLAB�L CHEMICAL USED: N�tis - % hip TECHNICIAN(S): n S6 TECHNICIAN(S):In Sc-- TARGETED PEST: SUBTERRANEAN TERMITES TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: co ?CS • RENEWAL: ,. '.1c? oc, .ioc� Sew i m S I L., TOTAL MATERIALS L. TOTAL MATERIALS J r C TOTAL LABOR TOTAL LABOR TAX TAX DATE COMPLETED WORK ORDERED BY DATE COMPLETED WORK ORDERED BY / / TOTAL AMOUNT $ / / TOTAL AMOUNT $ ❑ No one home ❑ Total amount due ❑ Total billing to ❑ No one home ❑ Total amount due ❑ Total billing to for above work:or be mailed after Signature _ _ for above work:or be mailed after Signature completion completion I hereby acknowledge the satisfactory completion I hereby acknowledge the satisfactory completion of work of the above described work. of work of the above described work. I Inspection Report City ot Tybee Island .‘ 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 11 ,- / ' i Pkone: (91.2) 186-4573 extension 114 fax: (912) 186-9539 Permit No. 0 /.-- 04 (II / Date Requested Owner's Marne 49(1'6)r k}IT Date Needed (2e-r, .alr- ZOO I Gen. Contractor J :TS -Yu r?Hee- Subcontractor Contact Number ."'i"... I \ lk.A....) 'a " C) le-N (--' 67 3 - ,c. 2 (.0 (ii Location _ Inspector T Date of Inspection ......."""- Type of Inspection I CD 7 i A-) Q 0.W8 Pass El .....r rOIMMI111 Fail 1...j H . i. _ • f 0 -0- .. . • ' . -: . 7".4 ,-,c-‘;-. . .•0„.., ,, ••• ••,.., , ...,..? . • '''. 4 `,•,:,,,;.• .:.v./, ".:1•:r.---e.,:,..-,";).:' Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 /Q -7- a 4-7 Li i mil_ _( ___ . ________ _________ Date Requested \ 0 - 2 (---/ 0 "... .. , ,... Owner., Mame MeCle3r- k \ 0 Date Needed 10 - 25- a_7 1/ t. I ..)r n..Q.)-- Gen, Contractor____ C' ''''s • Subcontractor 0 C ?HT') r eil ,'eed Contact 3t Number . 1 i (1_,0 60 - tio 2 ,6) Li Location 0 .----- La D 1 ::‘j2-0 0 j AL)(2." , I •'---7- - --- ' I . Inspector__ Date of Inspection _ ,„--- / Type of Inspection ___ a 0...) io 0 / Pass [01 I Fail 1.: i 1 1 I 1 1 1 . . ._ *************** -COMM. IRNAL- ******************* DATE OCT-26-2E K**** TIME 12:00 ******** MODE = MEMORY TRANSMISSION START=OCT-26 11 59 END=OCT-26 12 00 FILE NO.=414 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:05 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* * 1 1111 I RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9 ,9443S37 Phone 912-443-5063 ' Wa-Ztol-(b Location Address: Co 0(t 2' Ve)• Lot#5( /k Release Date: j Q-2 6..01 /Tempofary$Quap0(W Type of Release: Permanent Subd Name: Electrician: l� yC. IL�r c�, ,t O a . Electrician Phone Number: 7 "S- ' l OwnerBuilder: SAW A-- IliktC0 1 , Phone Number: ____ � Location Address: Lot# Release Date: _ Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: ■ • ■ Location Address: Lot# Release Date:_ Type of Release: Temporary —Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number:. 0111% .- 011L - WI IN, RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan X37 Phone 912-443-5063 30(0- 2404JS0 Location Address: (D CD g 2•"--4, Av€. . Lot# ,56A Release Date: 10-2(0-01 Saw poly Type of Release: V .Temporary Permanent Subd Name: Electrician: c .S. r 1;7--I0 e . Electrician Phone Number: 7&p-S-O 8I Owner/Builder 1' O\p¢A"" PACCo f k Phone Number: a 32 -(cry-)0 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: From:CITY OF TYBEE / ZONI' 912 786 9539 10/011 `'I 05:35 #001 P.002/010 • • C)7 .0TYBEE ISLAND, GEORGIA 7 �� I APPLICATION FOR BUILDING PERMIT Location Go9 AV , PiN 4--00b5- 12-013 NAME' ADDRESS TELEPHONE Owner 31°I -MT-WALL Sr. 2 T�oS OX SAY414(444,6A. 3140( Coop‹› Architect or EARL- 42i L, SCOT" BARIJAR.D Z32- Enaineer _ ASS©C._ j 4-550C.. A14, • 63,V73_ Building J•T. TuR 4€L 2.250 a. VICCToRy. DR. ( 35�- Contractor Col`tST. to. I f le. Su ITS lti`'{• SA.0.'411114 15tc l ( (Check all that apply) New Construction ✓` .'penovation Minor Addition Duplex Single Family Substantial Addition Resident?t1 ✓" Commer urt F' ty — _.._..._..... . Footprint Change Repairs Demolition, Other _ 0` Estimated Cost of Construction: 5 325,000 Construction Type _,_-_______(Enter Appropriate Number) (1) Wood Frame, (2) Wood & ? asbary, (3) Brick Veneer, (4) Masonry, (5) Steel & Mason_ry, (6) Other (Please specify) Proposed Use: /Q S/► = C Remarks: ATTAC3 A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: • s Units _( x Bedrooms 3 4 Bathrooms RULL� HALF Lot Area L41717S:f. Living Space (Total Sa?t j 245E5 S44647.40 # Off-street Parking Spaces �S Trees Located & Listed en Site Plan - Access: sacot.ilt. Ayet-tu . Driveway, 90 (Ft. ) With Culvert? With Swale? ✓ Setbacks: Front p Rear /0 Sides (L) /O (R) i Stories Height a1- Cv Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators and similar appurta ces. During Construction: On-site restroom facl.lites will be provided through TONY S jr JS On-site waste & debris containers be provided by -- WAS /1'14 4-1 Gf O&M T d �C 7- Se,cc.. iffe2ell O J (-a-r From:CITY OF TYBEE / ZONIF^ 912 786 9539 1O/01/fl 05:35 #001 P.003/010 • Construction debris will be disposed of by 'Y1A34AcE.yLSx_7 at R{ uL,4,a II—Jj V4GS by means of Co l.[EL. I understand that I must comply with zoning, flood demace control, buildinc, fire, shore protection & wetlands ordinances, 'MA regulations and all applicable codes and regulations. I understand that the lot must be. staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a. certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. �/� ' I. Pfda Date signature of Applicant 1 r 1 ��Vr� (EsriinamR. J T TU,244.ElL. c J4 c . o Note: A permit normally takes 7 to ID days to process. Please bring two checks to rev fees for new construction. Thank you! The fo?lowinc is to be comtleted by city personnel: Zoning Classification NFI? Flood Zone Approved Rezoning/Variance? • Street Address & Number: New Existing . is it in coneliance with city map? If not, has street name &for # been reoorted to MFC? F EMA Certification Attached State Energy Code Affidavit Attached Utilities & Public Works: Describe any- unusual findings Access to Building Site Distance to Water Main, Tap Site ' Distance to Sewer Stub Site — Water Meter Size Storm Drainage, - — Approvals: Signature 400W 2;to Peas: pp Zoning Adnlnist_atc E�y,A�, a Code Enforceme, • - A s s 1TY permit_ ' -r�a Water/Sewer % T ;501-1 4 0 07 Irspectiors Storm Drainage ',1/di, /7/ !7 Total G/: Fire Chief _ �i� a? Tao � Inspections r.% �T�!- - Sewer Stub �¢ City Manager ��i� Total W/S ?..5 D c tios;k Ck o�aiSI a�2 N /4 4-7`6 e -/SS,°° A/07- t 6J4-let 9- S ,4- a° Tvs !o- CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT • P.O. BOX 274 TYSTE ISLAND, GA. 31328 • FOR STRUCTURES IN A FLOOD ZONE FENA CERTIFICATIO N CF ELSYATION* IS REQUIRED. NAME: t Mi d. A4 07E-v ADDRESS: 50(0 14jsq- CONTRACTOR: Mc-DRVIT-r _ THIS NOTICE IS TO CONFIRM OUR UNDERSTANDING THAT AIL EQUIPMENT SUCH AS A/C COmPRESSORS. WATER HEATERS, TURNAcEE, ELECTRICA;, OUTLETS, METERS, EtC. . .ARE NOT PERMITTED BELOW TFB PE;U:RED - • 'FINISHED FLOOR ELEVATION_ BY ACCEPTING THIS PERMIT, I (OWNER/CONTRACTOR) ASREE TO CONSTRUCT/PLACE THE EQUIPMENT ABOVE OR UP TO THE REOUIRED FINISHED FLOOR ELEVATION, WHICH IS STATED SELOW. MEL. ACKNOWLEDGED AND AcRzam TO "i"FTS Pe DAY OF -504-- 1 3 01 . 444 OWNER/Cie RACTOR • CITY C? TYBEE ISLAND INSPECTIONS DEPARTMENT • P.O. BOX 2749 TYSrE ISLAND, GA. 31328 • FOR STRUCTURES IN A FLOOD ZONE - FEmA cERTITIcArioN OF TLEVATION- IS BZQUIRED. 417/ N.A.142.: S-re L ADDRESS: ,e/eski-wovei CONTRACTOR: C. TaIs NOTICE Is TO co - Ii OUR UNDERSTAND:UV 17-1AT ALL EQUIPMENT SUCE AS A/C COMPRESSORS. WATER HEATERS, FURNACES, ELECTRICAL OUTLETS, METERS, E±O. . ..A.RE NOT PERMITTED BELOW THE RE9U:RED. - • 'FINISHED FLOOR ELEVATION. BY ACCEPTING THIS PZ !IT. I (OWN1n/CONTRACTOR) AGREE TO CONSTRUCT/PLACE THE EQUIPMENT ABOVE OR UP TO THE RE0'41BED FINISHED FLOOR ELEVATION, WHICH IS STATED SHLCW. MSL.. ACZNOWLEDGED AND AGREED TO THIS 28 DAY OF OWNER/OONTRACIIOR • • CiT? OF TYBEE ISLAND 1,;spECTIONS DZPARTMaaNT P.O. BO 2745 TYSEE ISLAND, GA. 31328 • FOR STRUCTURES IN A FLOOD ZONE - FEmA CERTITZGATION OF ELEvATION' IS REQUIRED. NAME: k)ci.c■f\t, 7, e. s ADDRESS: IRea=,Ileve.__. CONTRACTOR: t ),T7tir 11C C —. THIS NOTICE IS TO CONFIRM OUR UNDERSTANDING T-AT ALL EQUIPMENT ' SUCH AS A/C COMPRESORS. WATER HEATERS, FURNACES, ELECTRICAL OUTLETS, METERS, ETT. . .kRE VDT PERXITTED BELOW TliE REstrzno - • 'FINISHED FLOOR ELEVATION_ BY ACCEPTING TH:s pERmIT, I (oWNER/CONTRACTOR) AGREE TO CONSTRUCT/PLACE TEE EQUIPMENT ABOVE OR UP TO REOULRED F7MISFED FLOOR ELFVAn'TON, WEICE IS STATED BELON. MEL, ACKNOWLEDGED AND AGREED TO THIS Z7 DAY OF OWNER/CONTRA m, • • • u. 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Parcel ID: 4-0005-12-013 Owner Name: COTTAGE COMPANY INCTHE Property Address: 2ND AV 000609 Neighborhood Code: 02022500 Zoning Code: R-2 Flood Zone: TYB Zip Code: 31328 4 Commissioner Code: Patrick K.Farrell Aldermanic Code: Unincorporated Chatham County Legal Description: LOTS 56A WARD 2 TYBEE ISLAND Phone:355-6699 Calculated Acreage: 0.11 Land Value: $282,000.00 Building Value: $0.00 Real-estate Value: $282,000.00 Sale Price: $565,000.00 Sale Date: 31/10/2005 DAVIS ENGINEERING,INC. 636 Stephenson Avenue,Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a.bellsouth.net October 17, 2007 RECEIVED Brannyn G.Allen Director or Planning,Zoning and Economic Development t 0' ti'01 City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 56 2nd Avenue 609 2nd Avenue Phil McCorkle Dear Ms.Allen: We have reviewed the revised plan by Boswell Design Services on the above referenced site received by the City earlier today. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. Within the scope of our design review,to the best of my knowledge and belief, it is my opinion that this drainage plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please advise if you have any questions on this review. Sin ly, ., /cc(. Downer K. Davis, Jr., P.E. President 2070980C cc: -r0.Xa,A 4o Bofcoe..11 xt 4-° °S ,l DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah,Georgia 31405 r f R:°>, Tel. (912)355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net INVOICE October 17,2007 Invoice#20709801 Diane Otto City of Tybee Island P,O. Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 56 2nd Avenue 609 2nd Avenue Phil McCorkle October 15,2007 0/5 hours Plan review&comment letter (2070980B) October 17,2007 0.25 hours Plan review&concurrence letter (2070980C) 1.00 hours @$150/hour= $150.00 Total Due This Invoice '722o - 52- IZOZ -BP 0.1 - 0441 • 40 TgraotA '1n -1-a aP pra.,c��wn�rs DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a)bellsouth.net October 15, 2007 Brannyn G.Allen RECEIVED Director or Planning,Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 56 2nd Avenue 609 2nd Avenue Phil McCorkle Dear Ms.Allen: We have reviewed the plan for by Boswell Design Services on the above referenced site received by the City on Thursday, 10-11-07. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks,density or other zoning or subdivision regulation issues. The following comments are offered: 1) The project utilizes direct runoff to 2"d Avenue for the front 1/2 and retention at the back. Therefore two basins should be considered with storage calculations for the 24 hour storm provided if retention is used. An overflow along the north side lowered to around Elevation 10.5 would allow for limited retention and would eliminate the need for storage calculations. 2) If retention is to be used,appropriate vegetative and maintenance notes are required. Additionally, Owner's acknowledgement of such maintenance requirements should be required prior to plan approval. 3) The City allows retention only when direct runoff is not possible. A swale could receive runoff from at least the entire south side through a swale to 2n`'Avenue. A 2nd swale could be installed to carry runoff from part if not all of the rear clockwise to 2nd Avenue. Some berming might still be required in the rear right(north)corner). Please advise if you have any questions on this review. Sinc , _ �CC Downer K. Davis,Jr., . President 2070980B cc: 0- l 5 - 01 ,c)a-x e d 4-0 -665- e (l 8k® HYDROLOGY REPORT FOR Lot Number 56-A Second Avenue Tybee Island, Georgia FOR Phillip McCorkle 319 Tatnall Street Savannah, Georgia 31401 October, 2007 yRGN ,••, ■, No.28372 A, f / PROFESSIONAL i 10-0-0 1t A. BOSWELL DESIGN SERVICES, INC. 703 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAHBOS(BELLSOUTH.NET 7 HYDROLOGY REPORT For Lot Number 56-A 2 nd Street Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project is to be cleared of trees and stumps required for construction of a new residential structure. The total site is 0.11cres with the new structure being approximately 1,800 sf(envelope) and the disturbed acreage being approximately 0.08 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: ORA/NA GE A REA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: • RUN-OFF RATE (25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 0.21 CFS POST-DEVELOPMENT RUN-OFF = 0.42 CFS TOTAL INCREASE IN RUN-OFF = 0.21 CFS Storm water will be directed by existing conditions but will also be routed by swales to either the existing drainage system in Second Street or towards the rear to a depressed area to prevent stoiiu water from migrating to other properties. PHIL MCCORKLE - LOT ,56-A - 2 NO AVENUE - CW CALCULATIONS CW PRE-DEVELOPED FACTOR = 0.25 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.04 AC. PERVIOUS AREA = 0.07 AC TOTAL = 0. 1 1 AC ( 0.04 x 0.95 ) -f- (0.07 x .25) / 0. 11 = 0.51 1 2 Project: PM-56A-HYDRO.GPW IDF: SAVANNAH.IDF 2 hyd's 10-10-2007 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak lime Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.21 1 5 62 25 -- -- --- PK-56A-PRE-25-YEAR 2 Rational 0.42 1 5 126 25 ---- ---- --- PK-56A-POST-25-YEA Proj. file: PM-56A-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 10-10-2007 Hydrograph Plot English Hyd. No. 1 PK-56A-PRE-25-YEAR Hydrograph type = Rational Peak discharge = 0.21 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=62 cuff 1 - Rational - 25 Yr - Qp = 0.21 cfs 0.25 Z. 6 0.15 a - I 0.10 0.05 -z I I 0.00 ' Z 0 2 4 6 8 10 Time (min) Hyd. 1 • Hydrograph Plot English Hyd. No. 2 PK-56A-POST-25-YEAR Hydrograph type = Rational Peak discharge = 0.42 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.51 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=126 cuft 2 - Rational - 25 Yr - Qp = 0.42 cfs 0.4 c 0.3 - j 0.2 zZ- cif r 0.0 .; 0 2 4 6 8 10 r I Time (min) Hyd 2 Worksheet for Trapezoidal Channel - 1 Project Description Flow Element: Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.12000 % Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Bottom Width: 2.00 ft Discharge: 0.15 ft'/s Results Normal Depth: 0.13 ft Flow Area: 0.32 ft2 Wetted Perimeter. 3.06 ft Top Width: 3.03 ft Critical Depth: 0.05 ft Critical Slope: 0.02502 ft/ft Velocity: 0.46 ft/s Velocity Head: 0.00 ft Specific Energy: 0.13 ft Froude Number: 0.25 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.13 ft Critical Depth: 0.05 ft Channel Slope: 0.00120 ft/ft Worksheet for Triangular Channel - 1 Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.12000 % Left Side Slope: 5.00 ft/ft(H:V) Right Side Slope: 5.00 ft/ft(H:V) Discharge: 0.15 f /s Results Normal Depth: 0.24 ft Flow Area: 0.30 ft= Wetted Perimeter: 2.50 ft Top Width: 2.45 ft Critical Depth: 0.14 ft Critical Slope: 0.02263 ft/ft Velocity: 0.50 ft/s Velocity Head: 0.00 ft Specific Energy: 0.25 ft Froude Number: 0.25 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.24 ft Critical Depth: 0.14 ft Channel Slope: 0.12000 % Critical Slope: 0.02263 ft/ft . . c it, , ij z \ EELEVATION �W �,A�� ALLOWED a° Z 4 Cfi w w o O - a N�..• N 3 a a \' V rtA �oT ' 4 RLyi I iiD '^ rn 415 s } { { y a u u u u u u D—r u u u u u u w og et ill REAR /0 a Z S z \-. , \ ' Z = II �-- p c N �i 1 p i; A l v —�!! �� \�� ed Se't P pU Times a W w2 Pm .\ ` ro ` W a A� p`ppto„ ,fob Site a w 0 o V Z O g Rena °n 0 o Z° ` W a T0� =o �< e 0) I, r,2 r.71,-N Lirs IL imp Chatham C0UI �O M ` " e ■ : ••=1.= , r_ ho w rogri Mw z 1 `%° :: _■ ■= =i - .= =i i- —• REVIEW FOR CODE COMPLIANCE WM J. —■ ■_ ■ _ ■— _ i '5'±' far ,fk'y� fLJ. u i= =i = = ■_ =i i= -■• • �� ; ,�� — _ — ■ —so — _■ Every effort has been made to identify RESIDENCE !Iii \ `,- !� w � _ gram _ �� - '—i_`_,�� code violations, no oversight by the RESIDENCE <r i !!!!!,M4Elkimmla�� _ _ ���- ��'���� reviewer shall Z oI�___ —__—_ _ �— _–������ —�_—�_ be construed as authority . oZ ■ lI �— III—�I�\• �I�\. to violate, cancel, alter or set aside w • C-- any applicable codes or ordinances. The Q I DATE/REVISION APP. 30 � w` review and permit should not be construed e.zs.m RJP a ` y O � as a warranty or guarantee.. We z .. ow E �� Reviewed By Date 14`8.07 �a J ,, i � � Cockle Residence oo o • , c o Z U z ° W E7 • • 6. - 41 _ - Z^ Tybee Island, Georgia / � • �' Y c ` Flood hazard zone A. BFE � • W c VI w�' �► ' ~ O PROJECT TEAM No interior finishes, walls designed 0 ~ a to allow entry and exit of water, no 0 • e 3 OWNER CONTRACTOR ARCHITECTS mechanical equipment. Only parking, o } STRUCT ENG Y P g. w w m • PHILLIP McCORKLE J.T. TURNER CONSTRUCTION BARNARD ARCHITECTS, AIA KERN–COLEMAN & CO., INC. limited storage and building access 1 z " p o�� �. 232-6000 2250 E VICTORY DRIVE 220 E. HALL STREET 7 MALL COURT below BFE. �' a w_i Z V , C SAVANNAH, GA. 31414 SAVANNAH, GEORGIA 31401 SAVANNAH, GEORGIA 31416 .cs N Z �°� J y (912) 356-5611 (912) 232-6173 (912) 354-8400 O N w o: �" awe �'+ J ARK HIOTT ATT: ROBERT PORTMAN V rn w wa° .. w , E814-42 .e i . 'yb Land � v� imt� ^ �U� W L .. 0 CD Z ill C �"� LL1E7ri G 1{ tent Coda (SCALE:AS SHOWN) A driveway opening which .— 2.080 - °°° connects a residential lot with SHEET No. __ a public street shall not be = AN driveways must be constructed CV.1 �° 3...,..a.,.+i,�r, +WY:,Mt MI/Atha 10.4 Of n rmf1P..htP material OF O feet in width. P r �, 3 LL< U1 W 3z cifi An o }a O w J "[V z z o �(V [wi 110 V zN a- O °) CI) '' x : d vi W���YII a+ o z Q M as St 2Qi; z. A�� ^ U Z Z j a N. z 1 r8 OD Ap 0O 0►- AO AO wo og Nw 9W 9W Nw Ho W Hui W r4(1)1- jz LIST OF DRAWINGS o c 9� 9� �Qo 00 ARCHITETURAL SHEETS STRUCTURAL SHEETS 0 w'' o s CV.1 COVER SHEET, CONTACTS • S1.1 FOUNDATION AND FIRST FLOOR FRAMING PLAN • t01 41 w a CV.2 UST OF DRAWINGS • S1.2 SECOND FLOOR FRAMING PLAN • ° dcva N= CV.3 PROJECT STATISTICS, BUILDING CODES, GENERAL NOTES • S1.3 ROOF FRAMING PLAN • ,®� CV.4 STAIR RAIL NOTES, ABBREVIATIONS • S2.1 FOUNDATION DETAILS • �r� 03 • S3.1 STRUCTURAL NOTES AND DETAILS • ��•° ui A1.1 FIRST FLOOR PLAN L�� w u m A1.2 SECOND FLOOR PLAN • S3.2 STRUCTURAL NOTES AND DETAILS • a A1.3 REFLECTED CEILING PLAN • S3.3 STRUCTURAL NOTES AND DETAILS • z z A2.1 FRONT ELEVATION • S3.4 STRUCTURAL NOTES AND DETAILS • McCORKLE RESIDENCE 3 o A2.2 LEFT SIDE ELEVATION • S3.5 STRUCTURAL NOTES AND DETAILS • ce i A2.3 REAR ELEVATION • S3.6 STRUCTURAL NOTES AND DETAILS • g o A2.4 RIGHT SIDE ELEVATION _ • S3.7 STRUCTURAL NOTES AND DETAILS • DATE/REVISION APP w . A3.1 LONGITUDINAL BUILDING SECTION • S3.8 STRUCTURAL NOTES AND DETAILS • 9.28.07 RJP oa z 0 A3.2 CROSS BUILDING SECTION • _ _ Ei A3.3 CROSS BUILDING SECTION • o A4.1 TYPICAL WALL AND PORCH SECTION • A4.2 SECTION FLOOR WALL SECTION • °)4° A4.3 BACK WALL SECTION • m;s A4.4 EDGE OR PORCH AND FIRST FLOOR SECTIONS • ° °z A4.5 TYPICAL SECTION THROUGH END GABLE WALL • �o o<P, A4.6 SECOND FLOOR PORCH SECTION • N _ O 0. A4.7 EXTERIOR OPENING DETAILS • v f ~ cn 0 A5.1 INTERIOR ELEVATIONS • ril E5 0 N � A5.2 INTERIOR MOULDING DETAILS • M z ' z R w A6.1 DOOR & WINDOW SCHEDULES • O a°o jS !R Z UU E, � Q oar r • a • N g a Gy OE r . O w 0 rao U m m F azin • ��Uyy o (fl a°w A I- J aw5 V]Q, w SCALE:AS SHOWN c, SHEET NO Q,`7,):' 000 CV. 2 N _ , O `�''-z OF N m Q S N E GENERAL NOTES I I PROJECT STATISTICS ( W�, mo I Gan GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. o W FIRST FLOOR HEATED AREA: 1,250 S.F. Z o THESE DWGS REPRESENT FIELD MEASUREMENTS AND DO NOT FULLY REFLECT EXISTING CONDITIONS. w N GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING SECOND FLOOR HEATED AREA: 960 S.F. F^ a FEATURES BEFORE STARTING WORK OR ORDERING MATERIALS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. TOTAL HEATED: 2,210 S.F. 0 z m �2 DRAWINGS INDICATE INTENDED AND INFERRED SCOPE OF WORK. CONTRACTOR SHALL PROVIDE ALL NECESSARY PORCHES 160 S.F. rn 'v WORK, INCLUDING MODIFICATION OF EXISTING CONDITIONS, TO COMPLETE THE ENTIRE SCOPE OF WORK. _ w� a CONTRACTOR SHALL COMPLETE WORK IN ACCORDANCE WITH INDUSTRY AND MANUFACTURER'S WRITTEN ,�, o� REQUIREMENTS. FINISH WORK TO BE COMPLETED IN A PROFESSIONAL, QUALITY MANNER. I z z z DRAWINGS, SECTIONS AND DETAILS REPRESENT TYPICAL CONDITIONS, THE CONTRACTOR IS TO REVIEW WITH I BUILDING DESIGN CRITERIA la 1 Z z w° THE ARCHITECT NONTYPICAL CONDITIONS THAT REQUIRE A MODIFICATION TO THE DESIGN. z= REFERENCES TO SPECIFIC MANUFACTURER'S PRODUCTS ON THE DRAWINGS ESTABUSH A STANDARD OF WIND SPEED VELOCITY 3 SECOND GUSTS = 130 MPH, BASIC WIND SPEED = 110 MPH Z z> ww a QUALITY, PRODUCTS THAT ARE APPROVED AS EQUAL BY THE ARCHITECT, PRIOR TO BID OPENING, WIND EXPOSURE CATEGORY EXPOSURE D N ARE ACCEPTABLE. DESIGN PRESSURE RATING(SBCCI SSTD 10-99 FOR DRS, WNDWS & ROOF WNDWS)DP 45 OR HIGHER .�a w o Ft° CONTRACTOR SHALL SUBMIT TO OWNER SAMPLES OF ALL FINISH MATERIALS FOR APPROVAL OF COLOR, CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND REPORT TO ARCHITECT ANY ISSUES NOT a w v)W , 6 o STYLE, AND TEXTURE, PRIOR TO FABRICATION/INSTALLATION, CONSISTENT WITH BUILDING CODE REQUIREMENTS. ALL BUILDING COMPONENTS INCORPORATED INTO E-+ M—I w CONTRACTOR SHALL REMOVE FROM SITE AND DISCARD ALL CONSTRUCTION DEBRIS AT APPROVED THE WORK, WHETHER INSTALLED AS SPECIFIED OR SUBSTITUTED, SHALL COMPLY WITH THIS DESIGN E® _ap DISPOSAL SITE. CRITERIA. 0 E N o LIMIT SMOKING TO EXTERIOR AREAS ONLY. Oa x W Q N` CONTRACTOR SHALL OMIT USE OF PREMISES TO THE WORK INDICATED OR INFERRED. ° -z LU Ma CONTRACTOR SHALL. ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF CONSTRUCTION. PROVIDE "'-x TEMPORARY BARRICADES TO PROTECT THE GENERAL PUBUC FROM INJURY DUE TO CONSTRUCTION WORK. � r 0 3 CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS. NOs N m CHANGE ORDERS WILL BE PERMITTED FOR EXISTING CONDITIONS WHICH WERE APPARENT AT THE TIME OF BIDDING. E wv, a cn - TO PREVENT MOLD AND MILDEW ACCUMULATION, BY DESIGN, THE AIR COOUNG SETPOINT SHALL NOT 5 L'-', FALL BELOW 72' DURING DESIRED CONTINUOUS AIR CYCUNG. UPON CLOSEOUT OF THIS PROJECT, McCORKLE w THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER OF THIS OPERATING PARAMETER. RESIDENCE . a� Z O 'DATEJREV190N APT,. I BUILDING CODES J 9.28.07 RJP 00 S 2 z a THESE CONTRACT DOCUMENTS INDICATE THE INTENDED OCCUPANCY AND USE OF THE BUILDING AND o? SYSTEMS. THE PROJECT AS A WHOLE AND ITS ELEMENTS SHALL COMPLY WITH ALL REGULATIONS AS — o° REQUIRED INCLUDING ALL LOCAL, STATE, FEDERAL AND OTHER APPLICABLE CODES, (MORE RECENT OR F o 1 STRINGENT EDITIONS OR AMENDMENTS SHALL HAVE PRECEDENT). CONTRACTOR SHALL NOTIFY ARCHITECT v) E w OF NON-COMPLIANT DESIGN, OR QUESTIONS CONCERNING COMPLIANCE, PRIOR TO CONSTRUCTION. FOR a MORE INFORMATION ON APPLICABLE CODES, CONTACT LOCAL AUTHORITY HAVING JURISDICTION AND 1- ° GEORGIA DEPT. OF COMMUNITY AFFAIRS (404)-679-3121, WEB PAGE: WWW.DCA.STATE.GA.US U W,=U LA J s INTERNATIONAL RESIDENTIAL CODE, 2006 NATIONAL ELECTRICAL CODE, 2005 �° 0 6c, INTERNATIONAL MECHANICAL CODE, 2006 a INTERNATIONAL PLUMBING CODE, 2006 a o w STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10/99 R x oI Po,= w aZa z a w o A 3 W ►, O zQO 6 z 0 <> It z 6>~ ab < E zs10 vm W W woo 0 o m z a fn `A cD H ((..9 mow awl ilNO SCALE:AS SHOWN SHEET NO.: NU E 0 0 CV,N N>Z m OF o q 2L,E , 3z _),,w us Q wJ I STAIR AND HANDRAIL NOTES DIMENSION NOTES I z' x o THE FOLLOWING REPRESENTS MINIMUM CODE REQUIREMENTS PER THE 2000 CABO ONE AND TWO FAMILY DWEWNGS CODE a N DIMENSIONS ARE TO ROUGH FACE OF STUD OR MASONRY WALLS. CONTRACTOR SHALL VERIFY ALL E--, 3< INCLUDING APPLICABLE GA. STATE AMENDMENTS. CONTRACTOR SHALL REVIEW THESE REQUIREMENTS PRIOR TO THE START U z N OF FRAMING AND BRING TO THE ARCHITECT'S ATTENTION ANY SITE CONDITION WHICH COULD CAUSE DISCREPANCY AND/OR DIMENSIONS IN THE FIELD. IF ACTUAL DIMENSION DOES NOT MATCH WHAT WAS NOTED OR THERE ARE ® m a MODIFICATION OF THE DESIGN AS IT IS INTENDED, PRIOR TO ANY INTERIOR OR EXTERIOR FRAMING OF STAIRS, LANDINGS, DEVIATIONS, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO START OF WORK. `' RISERS, TREADS, HANDRAILS, NEWELS, GUARDRAILS, ETC. °z Wo Z a 1. ANY DIMENSION INDICATED AS "MIN." SHALL 4. ANY DIMENSION INDICATED AS "CLEAR" SHALL NOT M 0 E 1. STAIRS SHALL BE 36" WIDE, CLEAR, ABOVE 9. GUARDRAILS SHALL BE PROVIDED ON OPEN SIDES NOT BE LESS THAN THAT INDICATED BE LESS THAN THAT INDICATED WHEN FINISHED. HANDRAILS. AT & BELOW HANDRAIL HEIGHTS: 31.5" OF WALKING SURFACES OR STAIRS THAT ARE 30" WHEN FINISHED, BUT CAN BE MORE. A CLEAR WHEN RAIL IS INSTALLED ON ONE SIDE 27" OR HIGHER ABOVE GRADE OR FLOOR. A a zz w° CLEAR WHEN RAILS ARE INSTALLED ON BOTH SIDES. 2. ANY DIMENSION INDICATED AS "MAX." SHALL 5. ANY DIMENSION INDICTED AS "+/—" IS NOT CRITICAL 10. GUARDRAILS SHALL BE 34" HIGH AT STAIRS AND NOT BE MORE THAN THAT INDICATED. NOTIFY ARCHITECT IF ACTUAL DIMENSION WILL VARY z 2. HANDRAILS TO BE 1-1/4" TO 2-5/8" DIA. (OUTSIDE 36" HIGH AT LANDINGS, MINIMUM. LESS THAN 4" MORE THAN 10% OF WHAT WAS SPECIFIED. z.o ,9 DIMENSION), OR OTHER SHAPES THAT WOULD CLEAR BETWEEN BALUSTERS, LESS THEN 6" CLEAR " z z Z ° PROVIDE AN EQUIVALENT GRASPING SURFACE. AT TRIANGLE FORMED BY RISER, TREAD AND 3. ANY DIMENSION INDICATED AS "VERIFY OR 'V.I.F." SHALL RAILS SHALL NOT ROTATE IN THEIR FITTINGS. BOTTOM RAIL OF GUARDRAIL BE VERIFIED IN FIELD BY CONTRACTOR. IF ACTUAL Z 1 1/2 CLEARANCE ON ALL SIDES OF RAILS. DIMENSION DOES NOT MATCH WHAT WAS NOTED, a �° °° 11. GUARDRAILS SHALL NOT BE CONSTRUCTED WITH THEN CONTRACTOR SHALL NOTIFY ARCHITECT. WJ 3. HANDRAILS SHALL BE LOCATED ON AT LEAST ONE HORIZONTAL RAILS OR OTHER ORNAMENTAL PATTERN w SIDE OF STAIRS, (RAIL NOT REQUIRED AT STAIRS THAT RESULTS IN A LADDER EFFECT. 6" yp AT STUD U W WALLS _8 Es LESS THAN 30" HIGH). 12, RISERS SHALL BE UNIFORM IN HEIGHT WITHIN A U 4. HANDRAILS SHALL SUPPORT A CONCENTRATED FLIGHT OF STEPS, 7.75" HIGH (MAX). TREADS N Q LOAD OF 250 Ibs AT ANY LOCATION AND SHALL BE 9" DEEP, MIN, WITH 1" NOSING, x W ;z DIRECTION. NOSING NOT REQUIRED AT TREADS 11" DEEP MIN.). <w 5. ALL HANDRAIL EDGES SHALL BE SMOOTH AND OPEN RISERS NOT PERMITTED. I ABBREVIATIONS ..� "°N "- ROUNDED 1-1/2" RADIUS. 13. OUTDOOR STAIRS AND THEIR APPROACHES SHALL BE A.F.F. ABOVE FINISHED FLOOR F.E. FIRE EXTINGUISHER N.T.S. NOT TO SCALE 1111!!: , °w WALKING SO THAT WATER DOES NOT ACCUMULATE ON ALT ALTERNATE F.F. FINISH FLOOR O.C. ON CENTER ° 6. HANDRAILS SHALL BE MOUNTED PARALLEL WITH WALKING SURFACES. p, m SLOPE OF STAIRS, LOCATE 34" TO 38" ABOVE ALUM ALUMINUM G.W.B. GYPSUM WALL BOARD PLUMB PLUMBING ∎. 2 .N TREAD NOSINGS. RAILS SHALL BE CONTINUOUS 14. INSIDE HANDRAILS ARE TO BE CONTINUOUS ON DOG— q CENTER UNE HB HOSE BIBB PLWD PLYWOOD FROM A POINT DIRECTLY ABOVE THE TOP RISER LEGS AND SWITCHBACKS. CRPT CARPET HC HANDICAP P.T. PRESSURE TREATED TO A POINT DIRECTLY ABOVE THE BOTTOM RISER. CLG CEILING KDAT KILN DRIED AFTER SIM SIMILAR Z 15. GRIPPING SURFACES SHALL BE CONTINUOUS. CM CONCRETE MASONRY UNIT TREATMENT °w 7. ENDS OF HANDRAILS SHALL BE EITHER RETURNED OR STRUCT STRUCTURE McCORKLE 3 o TERMINATED INTO POSTS. 16. WINDER STAIRS: TREAD DEPTH SHALL BE 6" MIN ON COL COLUMN MAX MAXIMUM TEMP TEMPERED RESIDENCE NARROW SIDE, 10" MIN DEEP AT A POINT 12" FROM CO NC CONCRETE MECH MECHANICAL T&G TONGUE AND GROOVE 8. PROVIDE 6'-8" HEAD HEIGHT, MIN., MEASURED FROM THE NARROW SIDE, CONTINUOUS HANDRAIL REQUIRED CONT CONTINUOUS MFGR MANUFACTURE TYP TYPICAL TREAD NOSINGS, (6'-6" MIN AT SPIRAL STAIRS). ON NARROW SIDE. .z DS DOWNSPOUT MIN MINIMUM VIF VERIFY IN FIELD °° w 17. SPIRAL STAIRS: 26" WIDE MIN, TREAD DEPTH SHALL ELEV ELEVATION N.I.C. NOT IN CONTRACT oATEiREAsoN APP. BE 7-1/2" AT A POINT 12" FROM THE NARROW SIDE EXIST EXISTING - METAL 9.28.07 RJP 3. ALL TREADS IDENTICAL, 9-1/2" MAX RISERS, RAIL ON FD FLOOR DRAIN NO NUMBER o= OUTSIDE RADIUS REQUIRED. o L, U o1 HANDRAIL AND GUARDRAIL =mz PERFORMANCE SPECIFICATIONS °�Q 0 STRUCTURAL PERFORMANCE OF HANDRAILS AND RAIUNG SYSTEMS: FABRICATE AND INSTALL HANDRAILS p z'A AND RAIUNG SYSTEMS TO WITHSTAND THE FOLLOWING STRUCTURAL LOADS WITHOUT EXCEEDING THE ALLOWABLE DESIGN WORKING STRESS OF THE MATERIALS FOR HANDRAILS, RAILING SYSTEMS, ANCHORS cc W co 0 2° AND CONNECTIONS. APPLY EACH LOAD TO PRODUCE THE MAXIMUM STRESS IN EACH RESPECTIVE m COMPONENTS COMPRISING HANDRAILS AND RAIUNG SYSTEMS: a 1. TOP OF GUARDRAIL SYSTEM: CAPABLE OF WITHSTANDING THE FOLLOWING LOADS: �; p A. CONCENTRATED LOAD OF 2001bf APPLIED AT ANY POINT AND IN ANY DIRECTION. w `" o L B. UNIFORM LOAD OF 501bf PER UNEAR FOOT APPUED HORIZONTALLY AND CONCURRENTLY WITH w a Z ? UNIFORM LOAD OF 1001 b PER UNEAR FOOT APPLIED VERTICALLY DOWNWARD. U j R°° 2. HANDRAILS NOT SERVING AS TOP RAILS: CAPABLE OF WITHSTANDING THE FOLLOWING LOADS: z ; C) Z g ° m O EIS o A. CONCENTRATED LOAD OF 2001bf APPUED AT ANY POINT AND IN ANY DIRECTION. > d U w z B. UNIFORM LOAD OF 501bf PER UNEAR FOOT APPLIED IN ANY DIRECTION. Z U C. CONCENTRATED AND UNIFORM LOADS ABOVE NEED NOT BE ASSUMED TO ACT CONCURRENTLY. z 3. INFILL AREA OF GUARDRAIL SYSTEMS: CAPABLE OF WITHSTANDING A HORIZONTAL CONCENTRATED LOAD OF o w o w 200Ibf APPLIED TO 4 sf AT ANY POINT IN THE SYSTEM, INCLUDING PANELS, INTERMEDIATE RAILS, BALUSTERS, d A OR OTHER ELEMENTS COMPOSING THE INFILL AREA. Al (0 co y w,'-=° w= CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING FABRICATION AND INSTALLATION OF HANDRAILS SCALE:AS SHOWN z AND RAILINGS, INCLUDING PLANS, ELEVATIONS, SECTIONS, DETAILS OF COMPONENTS AND ATTACHMENTS 1 z N TO OTHER UNITS OF WORK. SHEET NO lx I CV. 4 N_j Z m O , ° / OF ■...,. Z r N i ~F, o • ' 13'-3" 10'-6" 6'-11" o _wo EQ Z Fifi, EQ za I C.4 to r" 0 Z EMERGENCY � ERESCUE • • t. " IRO SECS'.310 �`' H B i o N rx v, �tyrtt�r..i�tr��,�t ttttit•.st...ti.��i•,.itt , , . SH wN 1. L. ALL EMERGENCY ESCAPE %ND RESCUE OPENINGS -� ti..❖.5�❖...r.r..t ^.rr•_ 36x80 iii�Z SHALL HAVE A MINIMUM NET CLEAR OPENING OF f 36x80 i`ts❖` -1 L� z- To 53 SQ. FT. EXCEPT GRADE FLOOR OPENING SHALL z DINING Stack �" <= HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. = w� a UTILITY ` "' °Q a/ • 1' KITCHEN © STORAGE � o rune" 's Q�J ° y A5.1 _ N z EDGE OF VAULTED e wa • '� i CEILING ABOVE 32x: z 4 ill z_ o_r.VrrwvrtiJtt•.A 5_•1.SS555V6V49iVAttAVr.5Vrh5'.V.:V.V.:VtrRVRY.Vttr.YyruSVattttt'P✓55VhSiirSY N5545SSLYLSVAtii4iiiy^ Zi z' tnv fitON IUS3 CQMPt`I 1T1�'�R� 1,4 i _ _ 1 zpLL C4 ;RUC T E j'aD ONE AND m l = I. _I { I� Z� 1 r O Iè ON =� 4x84 SIZE OF BAS� d ► , <i OHL0"x "EA lItY D 1 1-LI6� iA A ND EN OVAL POOL G GEORGIA. + ��. Eeo I ��� �T�� O� I I% ��` A5.1 'I `I° U w,�rn w M II 3'-0" 7'-10" .>ratttt.❖.•eat.:5•xr.•wxrra'•:v' 24x84 MASTER BATH xwa s a ww = i I •' U U a, O © boo NN(P /4 2°z STA ',z ip'. urt+O,v M D;o WC is�I �, R,�� y� 44‘1,,o �V I I� _ D06 O = ® t,.._� • l vt ww. C 0 {�1 ton r A �o��., :�u1 Z � acg _ !� POCKET • • O��p oz J=- �41d ...As N � -. •PPOSITE N . McCORKLE z LIVING ROOM HAND RESIDENCE =>6 O COATS MASTER BEDROOM -<- all a Q, y� tP` A5.1 � �f`1 E. a--al �� SET CORNER OF ® �c 00O � 1t l���tn skate THIS WALL AT CORNER OF APP UP 2'X84 I DATE/REVISION RJP in o Z lq SC11 \S ca' A 3'-8" 3'-8" 2nd TREAD m � IN x a o a - II` (12 oo N w w 32x84 Zp _:ShS:tNraVaV.V StV.9 Vlitt9tV.t 5tYJ.tidtd — 1 �`�LR'l.SVatVANti1 tVtta'AV tVa MVaV ir' 555Vi C�tieetMta.ad..a.a.ta55Ve••��id/l-t.r....di..i AREAS: A Z;Q CENTS BET. CENT BET. CE E- BET. CE BET. w FIRST FLOOR: 1,250 s.f. I COLS E&F COLS D&E 42x84 C•LS B&C Q° r WOOD COLS A&B P SECOND FLOOR: 960 s.f. FRONT PORCH CENTER BET. x TOTAL HEATED: 2,210 s.f. 1 COLS C&D FRONT PORCH • o STORAGE: 55 s.f. I 0 z cr o? PORCH: 160 s.f. Co z o OD W_,� D10 I I ° Q z NOTES: A A. • �. ��� 1.ALL WALLS 2x4'S 016" O.C. UNLESS pr,REEN R Z a v az� OTHERWISE NOTED - SCREEN m ¢ x °° aN_, DOORS - wg� U O - • 2mw w N° v U U 0 c w H z I;. o o 2 z 16'-4" ■ T-=.4". ` ■ 16'-4" 3mN — z °�a 0 040'—O" UP SCALE AS SHOWN( 1 NwN SHEET NO. T-Y A4.1 0 1 2 3 z=� A1.1 ixn 3/16"=1' OF 0 If b z wZ , » _° Aro 9 40-0 Z° I— 2s'-4"� " � t E€� Y ESCAPE AND RESCUE CUE OPE INGS x� 5—10 y 5 —10 IRC oN on �N — cc cn Roof Below ALL EMERGENCY ESCAPE AND RESCUE OPENINGS o zN a� 8'-8» _ 9'-6" 10'-2" SHALL HAVE A MINIMUM NET CLEAR OPENING OF 0 ��' 5.7 . FE EXCEPT GRADE FLOOR OPENING SHALL a° oESZ 4_ HAVE A MINIMUM NET CLEAR OPENING OF 5 SO. FT �, w 4' " y �M0 a z A4.2 z A4.4 SIM A i¢` a Z SI _ �� All Insulations must Z= O Z °� LOW ROOF �� ❖•dh5 �1 comply with The Georgia Z zQ ow :i�� 1R� , JI � LOW ROOF t State Energy Cade Q� tio w m (],W a CD 6 0 c and State of Georgia , BATH 3 MECHANICAL BATH 2 1 Amendments E-� w <� A5.1 A5.1 lo [� �JW �w 32x81 SIM O ri_& ii °w D09 _� D09 _ U N;� 30x80 30x80 0 o 0 ° POCKET I POCKET i a CI_ / STIR ° ^ � Q w 0 0 0 0 L- ' D08 p pi ` I D08'` ! a III ��La BEDROOM 3 (2)3E E• U j•v�R BEDROOM 2 a ©; II LOUVEi2CD a—g I E 1 I I `o Z o ':=' I III A3.1 IM N McCORKLE o I L I j 3'-4" I 3,-4» — CENTER WINDOW RESIDENCE 3w= DN h ON -00F RIDGE m U :. 2 13 131 • ° w ATTIC r7 DATE/REVISION APP. w S 32x80 32x80 Mr N - �I ACCESS ly ' 9.28.07 RJP 0 z z SCUTTLE c i 0 U � zo STAIR 0 ° DORMER DORMER ° DORMER I 0° C.•drves•..sarv.•drv.•dxrar .v✓.•av — ' _ O od- ❖..vdssassdrwrnra......•....d..•ddooa�dv O r.•nsd.•.•.^rv.r..a.rs...vJ..•.vsvr...•.m.•..od�...�.r....r.. .•ddcs rssr.•.ossssr.•.mssr.•d.❖.❖darer: 1 0 o D D "°N 0 ALL CONSTRUCTION MUST COMPLY WITH THE CENTER CENTER CENTER a. 1 WITHIN WITHIN WITH!v SSTD �D-fit AND THE 1 ONE AND TWO =ZO DORMER DORMER DORMER I FAMILY DWELLING CODE 2oory EDITION c a° I AND STATE OF GEORGIA AMENDMENTS z a ° 1 p ,z0 AREAS: A4.2 Q o g a s L TYP Roof Below i /z c� a g m�3 SECOND FLOOR: 960 s.f. J g U ° All Plumbing Installations must o 0 Z a comply with The International Plumbing 7, N_ x w .� NOTES: , » , » , » , » , » . » , » °0 5-- 5—6 5—3 8—0 5-- 5 —6 5 —3 Code Edition and State o w z a__, 1.ALL WALLS 2x4'S®16" O.C. UNLESS ► =mw OTHERWISE NOTED 40'-0" of Georgia Amendments F ,Ts,0 't0 ■ 0 0 _ _ 'LL< I SCALE:AS SHOWN) z Qz 0° ® ® SHEET NO.: 0123 6 A1.2 nwz ,,a 3/16"=1' OF O .-THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE VALID ON THE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. 4- DX v)co co gm On-i o Dx no �o 1-o m �0 m �m >ci 0 07 0 ;o r- -n °c) Z 2 0 O oW �u �z I- 0 x mm c 0 ___e) m m m � �� m IIIIIIIIII<nuqltilllllllllllll'IIIIIIIIIINIIIIIIIIIIIPIIUnnnl mnnn�mumnnnum m ummuunnumumnm innimmnnnnnunlnnnnnuunnnunnnnnunnnnninnnnninnnunrnnnunitin A <.� — IIIIIIIIIII 111111111 I ° lilllllllll int ,F I IIIIIIIIII ., u A 011111 111111111 i. . a <r- Z. z 11111111111 IIME II IIIIIIIIIII 11111111. %01, m-0 Oo D O o 73 1 """""' 111 III % o N IIIIII11 I m m o TI ill 111111111 '/ _ E.o Iu = 11II11IIo tool- '1 111111111 rd ° o 1 11111 o 111111111 �' IIiiI IIIIIIIIII III !1111 IIIIIIIII, „ z imml Illllliiil •� ` 1?<0 IINIII iiiiiiiiiii�l��um VIII _ IIII1 II 11lu�� nq II111111111IIIIIIIIIIIII1iii111�1��llIHII IIlll I A _ l!l11l� _—- IIIIIIIIIIIIIIIIII IIIIIIIII<<c' 1111111 IIIIIIIIII � - 1��,�dill 1111111 IIIIIIIII 1,�� 3 E 1111111 111111111! 1 11111111111111 111111111 D 1111111Ilalll 111111111'_ ��, . _I m 1111111 NMI IIIIIIIII 'r Oo0 1 1111111 1111111 Ia 111111111�� OOH N — i l 0 ..1 � _____I IniillIIII 0 1111111 IIIIIIIIIII' ' _op 1111111 o� � IIIIIIIIIII rn 1111111 ,-1 -1 11111111111 _ 1111111 �m5 N IL'' _ - 1111111 z D D IIIIII11111nudIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIYunnnnmunnnunnnnnnunnnnnnunumm�iumm�nmmnmmlmuumm�mm�ununnunnnninnuumm�nnnunnmiauuuumm� m-1 *73 N1om nzo I -I o c) I m 0 z ..... i w A ,- s C) II MI r Z 01 -6Z -000 2 D I �° v F x 0 Kt \°< rT Fm o v c z 6 z 0 0 1w a N II J W a) In N o m a MCCORKLE RESIDENCE a M E o m 609 2nd AVENUE o s vmjn �� ',` L. SCOTT BARNARD & ASSOCIATES, AIA �y\\,/ TYBEE ISLAND, GEORGIA 2 m 0 ` ARCHITECTURE, PLANNING, LANDSCAPE & INTERIOR DESIGN O W = Z� �/r/ 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232-6173 zFIRST FLOOR REFLECTED CEILING PLAN E v m f*1 �� 4'•""'�� ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG FOR CONSTRUCTION i Z o All insulations must =o ALL ;t)i Tt tJC�I'�N MUST COMPLY WITH THE Damply with The Georgia WINDOWS, DOORS AND SKYLIGHTS SPACE t3ELO FLOOD ELEVATION(AE-Zone) ° SSA 0``�� ' ICI; ONE A13 TWO 'fate Energy Cody SSTD 10- TABLES 642A1, S(IZA ,8t SECT. '1.4 Hydrostatic. vent required to relieve water pressure in a° y Edition AND IRC 301.x.1.2 enclosed space below flood elevation. f square mch of aMIL'� DWELLING CODE EDITION and State of Georgia A^ w WINDOWS GLASS DOORS AND SKYLIGHTS�.DE vent required tom each 1 square foot of floor area �� AND STATE D� � CIA AMENDMENTS A'lnertdrrttt�rtts Bottom of vent must be within 1 foot of the grade x 04 r5 w o APPROVED AND INSTALLED TO CBMI�LY MV(t�!BOTH elevation. Vents must be placed m opposite walls to cc a 0. CI3 all POSITIVE AND NEGATIVE PRESSURES. permit water to flow. U z N °i a� ° MIRATEC CORNER BOARDS ' .4 M AT DORMERS - a W N� I — 5V METAL CRIMP ROOF A azz (GALVALUME FINISH) z= — Luc- o� I �; 0 z �� �€ �� $ DOORS NS T� ROOF NOT TO EXCEED ALL COI TSUCTI'DN RUST COMPLY ITH THE Z•°? eh - TABLES k �i � SECT.604 �� 1t}- AND THE ONE AND T fin RC 1, . . 35 HEIGHT LIIVIIT FAMILY DWELLING CODE � EDITION aoN Z` AND STATE OF GEORGIA AMENDMENTS ��, ov°i WINDOWS GLASS DOORS AND SIliLIG DE wN w° APPROVED AND INSTALLED TO COMPLY WITH BOTH �'MEE ISLAND CODE Ail Insulations must U z� ao comply with The Georgia p -� POSITIVE AND NEGATIVE PRESSURES. x.3-090 cn �a State Energy Cods z o Edition w Z 12 /A\\ , and State of Georgia AS 2 Q Amendments A" =Q 12 ®�` DOUBLE HUNG WINDOW Z= �♦ PVC SHUTTERS z>., ..- � SHINGLE SIDING ��I��'' ��``I SHINGLE SIDING Z 104 z�Q °3 5 _ig_ I� =■ . kh 2x6 FASCIA (� a k a Z I�I��I�I��I,II Er MINIANIV 11 ISI �■i �/\ICI a& ou Z Eti1-�I► —a—MI 1I���■�� 5/4x6 MIRATEC CORNER TRIM xW L imI�l 5/4x4 RAKE BOARD N a CORNER BOARD ■��I►' — I,IJ,1_ ��— III I � — © -- ��1 HARDI SIDIPOSURE. SMOOTH SURFACE©BEAM FASCA ® AEE DIP SIM �� ix6FCIA ac,iii SECOND5 = DATE/REVISION APP. °a J �',OyO"O •°,*•,�,�°,��a�•OO�����i ` 9.28.07 RJP > FIXED BUG SCREEN • 1°i°' :+•::�'° °i° o z z IN FRAME e,�c+�°°'1 �° sJe�o:°• ° '` 2'-0" o°° +.s4, a.�0+? °@� a m; + ::i4::•..❖.,�s::::4• �e 5/4x6 MIRATEC Z HB&G COLUMN — d'••° O°°++°00'°+••x• CORNER BOARDS o-o KDAT WOOD RAIL, PICKETS Ko:::*•.•`�g't•yy��.r°+!e�r` Zw AND SOLID NEWEL Rda``____.+._ D PVC SKIRT BOARD ;W IIM; %� ' -MK- BOARS 1 - -- Z° TOP OF FIRST ;ti— �I )' ,I --- o w o UpZ .FLOOR NO HIGHER '� . -,4 M _ \_ ! '' C) v -c w a ' THAN 30" A.G.) I — — — — — - _ W a p 2.0 Z CONCRETE FIRST _ell _ 11 w oo F �aQ Milirl� � m�3 STEP -- z . > z °N° $TOP OF GRADE _ TYP 4, p� x � w N, 5/4x8 MIRATEC KDAT2x8 HOG PANELS FIBERGLASS DOOR WITH c> "1 w = CORNER BOARD 1 1 GAPPED 1" STUCCO OVER FOUR VERTICAL PANELS I ,, =mw Q'Lp A31 1 A4.SSIM CMU PIERS CONCRETE SLAB o t a 1 RIGHT SIDE ELEVATION SCALE:AS SHOWN f EN m rc z 3 g A2.2 0 1 2 4 SHEET NO.: N w Z " f 0 ��a 1/4 =1 OF 3° ALTL GONSTP,UGTI.ON MUST COMPLY WITH THE °0 WINDOWS, DOORS ARID secs I 'IT • o- AND TIDE iRG QhE AND T', 4 Ail Insulations must SPACE BELOW FLOOD ELEVATION(AE-Zone) L EDITIOhI eompl� Hydrostatic vents required to relieve water pressure in mz wh The �e®rgia °w ADD IRO S(#�,2,12 >FA ILY D1 ELLING CODE Stag finer Y •Cod® enclosed space below flood elevation. 1 square inch of w o n WINDOWS GLASS DOORS AND SKYLIGHTS AND STATE OF GEORGIA AMENDMENTS Edition vent required for each 1 square foot of floor area. °N �H arid Sate Of Georgia Bottom of vent must be within 1 foot of the grade w N ° APPROVED AND INSTALLED TO COMM WITS 1 Amendments elevation. Vents must be placed in opposite waifs t2 U z NI o POSITIVE AND NEGATIVE PRESSURES, permit water to flew, (,'-'S A4.2 C/2 °' EsZ SIM wa� Op z w ROOF NOT TO EXCEED y °0 2�� I- z oz q �Q< a z mW 35 FT. HEIGHT LIMIT 5V CRIMP METAL ROOF zQ4, ® . SHINGLE SIDING ��SIM -Z 1w� Z 3 PER'M EE ISLAND CODE I� a N~ W m SeC.S 41-0, ., aJW— -.m s a° O Fz 0. �Ii �����I ���� �'����� 5/4x6 CORNER TRIM U1 `"Q<Z �� ����legit:��� = c •�.. _ 171 _ 1 .II.L!1I. _X1L191.bilLi. LL ILL�i.L� �.��L �.�11 Iii 1�.�11 L,.�dA ���_;�.11ELNI ��. -10g I gam EXTENIED -00 0 z HANG ' :0 �•OR AN Z°„ McCORKLE o 2° TOP OF SECOND STEPS , RESIDENCE r FLOOR 0Ur I _J EXPOSED, PAINTED w= .+ ROOF RAFTER-TAILS mt> K.,,-E4 a p m w 1 1 1 . 1 1 1 1 U U U U U U' DATE/REVISION APP-` _ F 1■1 t 1■1 1 '1 1 1 1 1 1 1 1 1 1 o a 9.28.07 RJP OZZ HARDI SIDING, - 1— SMOOTH SURFACE, °3� 5" EXPOSURE — 5/4x6 MIRATEC CORNER 0 L Z 4 PANEL FIBERGLASS BOARD 0.Z DOOR _ . OC 0 _ °,E° SHOWER HEAD ° AND CONTROL 8 KICK BOARD ..a 1x10 MIRATEC —____0 BANDBOARD x Z o TOP OF FIRST °i _ W ° ,z FLOOR STUCCO WITH OYSTER Z a 2 =q -FINISH OVER ra - 5 mN3 PT-WOOD TREADS' � CMU PIERS z o w PVC RISER BOARDS- ' > d F U z Z $ TOP OF GRADE �. ._.•,, �. :. - _ ¢ > Cd Winw — C N DOUBLE HUNG WINDOW ° N W W CONCRETE FIRST WITH PVC OPERABLE SHUTTER r -mo TREAD (TYPICAL) i� KDAT2x8 HOG PANELS �.� m N V p Mr °'< 1 BACK ELEVATION ® SCALE:AS SHOWN Z 3' ,a A2.3 D 1 2 4 SHEET NO.: t/4 =1�—o A2. Nwz y 1/4 -1' zia of O i i Z s 2 a° z �o WINDOWS, DOORS AND SK"YUGHTS ALL CONSTRUCTION MUST COMPLY WITH THE All In l tions must cn _ SST'O 1 TLES 601, 6C�, SET °w SSTD i©-11 AND THE IRE ONE AND O comply►+vith The Georgia t/� A� AND Illy 301.2.1.2 FAMILY DWELLING CODE EDITION Stake Iergv Code `° III GLASS DOORS AND SKYLIGHTS SHALL Ei?iori ix N AND STATE OF GEORGIA AMENDMENTS and State of Georgia U z� w o APPROVED PROVED AND INSTALLED TO COMPLY'✓ ITH BOTH Amendments °° POSITIVE AND NEGATIVE PRESSURES. o rn �v ._ ` r61:4-4- EE ¢ 2 Un O o SPACE BELOW FLOOD ELEVATION(AE-Zone) �, <i F? 12 Hydrostatic vents required to relieve water pressur e in °ll z"E t NOT �.® //iN___1 enclosed space below flood elevation. 1 square inch of A a-a°- +�✓ C . vent required for each 1 square foot of floor area. z=N Z �Q ,� 5/4x6 WINDOW HEAD (5 Q wa TRIM WITH PVC DRIP CAP (TYP) Bottom of vent must be within 1 foot of the grade z"o� �—#• ����7' ' \ail\� elevation. Vents must be placed in opposite walls t0 z� <DOUBLE HUNG WINDOW permit wa r t flow. w°w j�� � _� ,I��. ITH PVC OPERABLE SHUTTERS 'P) A 1L-J Z SHINGLE SIDING — 1��i ��, ww ' s II� il�ii��ii v W��of 1 I.1���� 5/4x6 MIRATEC CORNER BOARD T/2 U W o Z 1 1 U N DASHED LINES INDICATE \ a°° LOCATIONS OF WALLS, CEILING W 'NINA HARDI SIDING. 5" EXPOSURE. SMOOTH SURFACE ''� �Na ° AND FLOOR BEHIND ���},► ,e� L21 ooZ METAL EAVE DRIP _ O I'�I� a�.\ .:A AND 2x6 FASCIA a� "•-,T-L-2', 12 i� METAL EAVE DRIP Z 5� �i o Z E TOP OF SECOND 2x6 FASCIA ESIDEN E FLOOR !!r! '� I °F / DATE/REVISION APP. °aJ WA*O� '�"�:' + 1x8 MIRATEC 9.28.07 RJP o z z ©''+' `'y4° '`:.•;::: BEAM FASCIA 1 w = oy:4 :•�:::•x.:``:44.•ss. 3 HB&G 8" SQUARE w_,3 �:::;,ti,.; :::::$"( COLUMN WITH APPLIED ¢ !:44:4::::::::::::::::*° ` :.4*; BASE AND CAP 19 ',,:.•C::::a •. " MOULDING Z ° o = '1:::.:,f ::�;�;.; SLOPE RAIL WITH SLOPE `.) yam¢::•.�ti'::.::f:?:�a'i? OF PORCH Z L,w - - a \ w�, e• F.M 5-a° TOP OF FIRST :• M \ it::::: w a==Z~ FLOOR / \±, say,.•.,!rP r� z Q P l� •.:'v:�■ (W� AEU+ av __ O r w r!I Z c°� wQ° $ TOP OF GRADEI a a w az� i C N C I W V) °N 5/4x6 MIRATEC CORNER BOARD KDAT2x8 HOG 1 x1 0 MIRATEC MIRATEC CORNER BOARD e 2 m L IT S° GAPPED 1" W 0 SIM BANDBOARD STUCCO OVER CMU PIERS 1=)L'2° 1 LEFT SIDE ELEVATION SCALE:AS SHOWN ¢3¢ A2.4 O 1 2 4 SHEET NO.: �a 1/4"=1�-0" A2.4 �Y� gwE 1/4"_1, z�a OF 0 THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE VALID ON THE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. •, •, �. 0-co 0-0 0 0 0 MO xi0 G') : (f) -1 Cm') CA _. m Z 0 0 0 MI 2'-6" 9'-0" 8'–O" MAX CEILING HEIGHT CEILING HEIGHT 0 - r -n 4. zZ Z II.- G7 m !'T'i 0 C- II l 1 r 0 9 II -no X <z Z K c0 co = C_ =i m c Z 0 , (� I- CI H ® ��I °Z — ( /) R1 G � m n N 0 U (n = 0 m o N fra 411111■ _ . °= 1 .)� _1 1 1 ,_ N) 1 IV X _ x N t' U 0 40 _,, O -Ti D A r N -6 U 0 - H rn 73 z 0 z z o _ m • CO F z O -, r 0 C z 1 .1 O G)z 7 0 r- O — K z o -O _ -II O Fn 0 = '.n U V XI 1' 71 (n C ° Z 0 M 00 <Z uo G7 I m I �Z z — m-1 - -i -� m c C P .gin V)En — oa u111 °mss 1 khaki O - ilm■I•orms■ J a �' 0 w L ill■ ti M CO rcr D.r ..Z' v rre ILO - / N N m �sos ORKLE AVENUE a 23K o c--2r L. SCOTT BARNARD & ASSOCIATES, AIA rnz s I G\\`6 ° TYBEE ISLAND, GEORGIA 2 °mom ARCHITECTURE, PLANNING, LANDSCAPE & INTERIOR DESIGN 01--' = CZ7� `.� 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232-6173 Z LONGIN7UDINAL BUILDING SECTION m IIIA..,,, ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG FOR CONSTRUCTION THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS •No IS NoT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE V•LI I ON HE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCA E.1 SE I MENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. ' ALL CONSTRUCTION MUST COMPLY WITH THE I _ r �:�I SSTD 'lo-a AND THE IRC ONE AND TWIG �� FAMILY DWELLING CODE �M‘ ED{T14N All In striations must II \\\_ AND STATE OF GEORGIA AMENDMENTS comply with The Georgia State Energy Code ,� _~, ,I, ' \� - ' Edition r� and State of Georgia 1� 2 �I: � sk0 � '(' Amendments 0:0,-(14H It v.-F\ ,�\®'� \.\\ �� 5-V METAL CRIMP ROOF OVER , �Cj•VO sO ��S ROICE/WATER F ADECK�RRIER OVER �+©\\\^�QV �� 1x2 SHIM M�``\ TOP OF SECOND FL00',' \ `� , \-, CLIPS CANE 1 ' 'N ` 2x6 RAFTER TAILS (PAINTED) J �■ SHEATHING METAL EAVE DRIP OVER 1 • BOTH SIDES 1— —"1 w`� KDAT 3/4"x2" it IL IF �-1 N OF BOX BEAM III° �� � �. , _ , ��� BEADED PORCH CEILING T 3/4" THICK SOFFIT: o IP BELOW CEILING JOISTS ►—• BEADED PLYWOOD + BACKER 5/8" GYP BOARD . COVE MOLD 1 KDAT 2x6 WOOD FASCIA BOARD (PAINTED) , 1x8 CONTINUOUS 1 x€ & 1x8 MIRATEC FASCIA 3 MIRATEC FASCIA 1 x MIRATEC BEAM BOTTOM s ao 2'-0" I DOUBLE HUNG WINDOW HB&G 8" SQUARE COLUMN o N 3iT - tP�b WITH 1x4 APPLIED CAP o g o coM e TE - MSS ANCHOR HO LT °a o a , AND Cofa✓J E ' I C SECT u H4 3.1 AND STD 10-P9 SECT. 303 En m = o DOLTS SHALL BE 10 INCHES LONG, 5/1 INCH m4) 0 ow IN DIAMETER WITH A 3X3 INCH WASHER _°m = ° ° 118 INCH THICK AND REQUIRED NUT LOCATED 1 w-a g °w°o 0 WITHIN 12 INCHES OF CORNERS AND 18 TO °' a 3 a u 48 INCHES ON CENTER. Z O a J cl(n .O a m 3 T 2 -i:' � �+� .,mom 2x4'S® 6" O.C. WITH 1... I HA'• IDING�v%•TH, KDAT PAINTED 1x4 T&G PINE R-13 NFACED BATTS 1►�III 5" EX•9S '411* ER DECKING OVER PT2x8 FLOOR JOISTS 5/8" eYP BOARD , BUILDI■ 0"'.° OVER RUN GROOVES PERPENDICULAR 1 "4I ET X ' •R WALL THING TO JOISTS) � `' AZEK 1x6 PVC BASE WITH BASE 'ICK BOARD CUT FR* ' CHAMFERED CUT TOP EDGES,rz 1 II'� KDAT 2 4 !� TOP OF FIRST FLOOR • ���������.I' ���1�11»»� ���.»��� 1x6 DECK STARTER BOARD MI �- �.∎.. WITH EASED EDGES SPRAY 1111111111111 1x8 MIRATEC FOAM INSULATION GALVANIZZ D .' : ___--- q cl 2x8 KDAT HORIZONTAL BOARDS TERMITE SHIELDS : " j�� `� 'tit). 1". TO BE STAINED. i 7 i PT BLOCKING BEYOND a SUPPORTING LATTICE BOARDS is .. I. a CRAWL SPACE • CRAWL SPACE a is ° is . N TOP OF GRADE 1 I i 1 1 I—H 111L ' ` I =T7=7 0 . — 1— FOOTINGS �1 ° ' I 1 . . 1. . . R403 AND SSTD 10-99 SECT. 303. ° I - 'UM FOOTING 20 I IIFS WIDE BY IN I I _ It I ' -HES THICK WITH TWO NO. 5 IFBA ,' STOP OF F ;1. C �- :OTTOM OF THE FOOTING MUST BE X16 MIN B:'I• a ° ° — GRADE ° ° a° a, — ,&IIII r UM OF WINCHES BELOW FINAL GRADE. Ali 4 " 4 e - - EXTERIOR SHEAR WALLS I I 11 III I I I I S STD I - SSTD 10.99 SECT:305.4.3 1 — I Windows and doors shall not , SEE STRUC ' [ r�F' I I— be Installed sear corners within FOOTINGS PIERS AND CONCRETE Inches for 8 feet wall height and 34 Inches for 10 feet wail Might Double studs at each end, 1 TYPICAL WALL AND PORCH SECTION A4.1 .,. in m g McCORKLE RESIDENCE P\ rns �� N m ', L. SCOTT BARNARD & ASSOCIATES AIA 609 2nd AVENUE P (nn I \\` , TYBEE ISLAND, GEORGIA m� 4',,,1 rim 6ARCHITECTURE, PLANNING, LANDSCAPE & INTERIOR DESIGN �► _ i 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232-6173 O A n ITI 0A%1I..!W" ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG V I WALL & PORCH SECTION I m FOR CONSTRUCTION L THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE VALID ON THE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM , PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. J -A 2x8 KDAT HORIZONTAL �STTIC BOARDS TAIN6 0� 2x8 KDAT HORIZONTAL /1� ` TTIC BOARDS PT4x4 /�� (STAIN) 1 PT4x4 CMU PIER ,. euI STUCCO WITH 1 i I OYSTER FINISH "� EDGE OF DECK C ABOVE - - - - C I STUCCO WITH OYSTER FINISH V; 2 PIER DETAIL 3 PIER DETAIL AT CORNERS A4.2 3/4"=1' A4.2 3/4"=1' ALL CONSTRUCTION MUST COMPLY WITH THE SSTD l9--li AND THE IRC ONE AND TWO FAMILY DWELLING CODE EDITION AND STATE OF GEORGIA AI4ENDMENTS DEMILAC SPRAY FOAM INSULATION. All Insulations must ��5 5-V METAL CRIMP ROOF OVER comply with The Georgia !��� ICE/WATER :. --,s OVER State Energy Code �:■_, ROOF D `,'`ka HURRICA∎ 2x6 RAFTER TAILS (PAINTED) and State of Georgia 1441 CLIPS Amendments ���-\` METAL EAVE DRIP OVER ...►� ��y�� KDAT 1x2 kz.z.;, ...rill, i;' 3 " THICK SOFFIT:..........„. ``J `` B DED PLYWOOD + BACKER 5/8" GYP BOARD ^ /1 I KDAT 2x6 WOOD FASCIA BOARD (PAINTED) '7.1 1'_Z" 5/4x MIRATEC FRIEZE DOUBLE HUNG WINDOW. SEE WINDOW SCHEDULE FOR SIZE. GET ROUGH OPENING DIMS. FROM SUPPLIER EXTERIOR WALL FFWA.ING IAC SECT. R602 AND SST 10-99 SECT, 305. o LI THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME z DESIGNER. MINIMUM THICKNESS o (SHEATHING & ROOF DECKING) 15/32 INCHES, 0 +`I 5/4x6 MIRATEC APRON TRIM o ��I BELOW WINDOW SILL Co MIA% FLASHING DETAIL AS RECOMMENDEE�IoR \ —BY METAL ROOF PANEL CO, &STD 1�SECT 305.4.3 5/8" GYP BOARD OVER � I \\ Windows and doors shall not 2x4 Se16 O.C. WITH E be installed near corners within R-13 UNFACED BATTS ' 2 k ,8 ,>` 27 Inches for feet wall height H �s y0,C and 34 inches for 10 feet wall studs PLYWOOD DECK OVER 040 height Double stu at each end. 16" FLOOR TRUSSES H R-30 UNFACED BATE INSULATION H ' TOP OF SECOND FLOOR , HOUSE WRAP OVER 011%4ii STRUCTURAL WALL SHEATHING -)i END WALL CONSTRUCTION A i GABLE END WALLS SHALL BE ;;. BUILT IN ACCORDANCE WITH CEILING ABOVE PORCH SSTD 10-99 SECT.305.22, SEE DETAIL ON SHEET A4.1 FIG, 305J AND 307.3.1 C-1-- WALL SECTION THROUGH TYPICAL ROOF DORMER A4.2 3/4"=1'-0" U) n McCORKLE RESIDENCE N mg 4� '� ASSOCIATES, AIA ° 609 2nd AVENUE P. m InC� 11 L. SCOTT BARNARD & ASSOCIATES, O� ,, = TYBEE ISLAND, GEORGIA Z7�C I �j 2 OCEAST HAILLL STREETT SAVANNAH, GAC31401 &(9 2)ZRIO 61 D3 SIGN ° -. n Fri�T1 ��AH.-•�' ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG W WALL SECTION THROUGH TYPICAL DORMER FOR CONSTRUCTION THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE VALID ON THE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. J p'I3o !tip SPRAY FOAM INSULATION. -•Iu�\ 12 'eg - 5-V METAL CRIMP ROOF OVER ■w∎wit.\\ ICE/WATER BARRIER OVER 2k8,s®;le C ' ROOF DE . 2x6 RAFTER TAILS (PAINTED) --90144� / HURRICAN CLIPS .'4- -, _��k,�,� 1 x INS METAL EAVE DRIP OVER �11�� ��,pa KDAT 1x2•�—/! ROOF JOIST BEARING ►�•r *T. -Ilk -....*,.. 5/6" GYP BOARD H 11 3/4" THICK SOFFIT: j I BEADED PLYWOOD + BACKER �� KDAT 2x6 WOOD FASCIA BOARD (PAINTED) kpll 5/4x6 MIRATEC FRIEZE ►3 2'-0" 'r1I : I " � ���:: ►�I :�� . r _• ■MI I kill 1� /'x4 MIRATEC .40 II FRI ZE 4 b> A ROOF OVERHANG DETAIL i--tk4s-e-vv..1.-0._ t-te,(42 PoLux3 f @ csfp,.I,..s * .- � �� HARDI-SIDING SMOOTH, Ir 5" EXPOSURE OVER ' BUILDING WRAP OVER All Insulations 1 EXTERIOR WALL SHEATHING Comply must �� ALL CQNSTpUCT1Ol g with Tn� ®o SSTp io state Energy Coda �1� ( MUST COMPLY : Edi �i FAMILY —�` —�N THE WITH THE and State trod Al► II DELL/ �' �ONE of�e°roil ►• ND CODE �`ACID TWO I AND Amendments \ tom► ,I. 2x4'S 016" O.C. WITH sup. GEDRG/,�N —�EDIT!0N R-13 UNPAGED BATTS DMENT$ BASE I? 7 ii �►. KICK BOARD CUT FROM � 1 j KDAT 2x4 TOP OF FIRST FLOOR ' ►�I PLYWOOD DECK d Hi `,• 30" A.G. MAX Y SPRAY 1x10 MIRATEC BAND BOARD FOAM INSULATION I _1 G ALVANIZED ! 2x8 PT HORIZONTAL LATTICE BOARDS TERMITE SHIELDS GAPPED 1". STAINED I PT BLOCKING BEYOND O. SUPPORTING LATTICE BOARDS CRAWL SPACE STUCCO OVER CMU TOP OF GRADE * III HI HI HI III= s 16" MIN BELOW GRADE* TOP OF FOOTING SEE STRUCTURAL DRAWINGS FOR CMU PIERS AND CONCRETE - II III III III FOOTINGS 1 BACK WALL SECTION A4.3 3/4"=1'-0" o 1 n M609 o2nnd AAjVENNUEIDENCE m>' Nn '� \\ `I L. SCOTT BARNARD & ASSOCIATES, AIA .P P `" TYBEE ISLAND, GEORGIA 9 mom a ARCHITECTURE, PLANNING, LANDSCAPE & INTERIOR DESIGN = Zrrx I % 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232-6173 O ° A n RR IP %,,..v� ASSOCIATES: ROBERT J. PORTMAN St JOHN A. CLEGG z WALL SECTION FOR CONSTRUCTION THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE VALID ON THE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. J ROOF DORMER BEYOND oily ft - . State 6Y�with Whe t ergY C eorglii ode an ,2 Geurggeditioh I. SEE DETAIL ON SHEET A4.3 A \► I ,'e SHINGLE SIDING (CEDAR BY CEDAR VALLEY OR 11!;;:,12 BY HARDI) ,•L\ 12 Y N".1--0, Nom N 5/4x6 MIRATEC CORNER 6Z", .9�\ - / BOARDS, BUTT JOINTED 6'' ,::►\ Al 1 o '`.\ L �:ll J '... p.4 ii, ---1. ,,,:v IV Ai 1 1 Q INN OP LIOE °NE .�1: 12 5 NQ,�ENrs ire°�, �I 1' — ■... —...C: •••.1 CLIPS 2k8,S®76 � 0 C,,■4 PLYWOOD DECK OVER o 16" FLOOR TRUSSES 1 IN R-30 UNFACED BATT INSULATION 5/8" GYP BOARD I TOP OF SECOND FLOOR • I I R 1 O I 1 - KITCHEN 1 NOTE:GC OPTION TO LOWER THIS HEADER TO ALLOW CASED OPENING BETWEEN FULL HEIGHT OF VERTICAL LIVING ROOM AND KITCHEN. LEG OF 1x6 CROWN 1x4 WITH BACKBAND 1 ROOF SECTION — PARTIAL ABOVE KITCHEN AND LIVING ROOM A4.4 3/4"=1'-0" / U) A D McCORKLL' RESIDENCE XI 0 ;W �9 T (''� �1 BARNARD D,T A DT p- ASSOCIATES, T rr,o 609 2nd AVENUE a m V)0 �j �`%, L. SCOTT DtiiMl ARD OG h1K 0 • ° `) TYBEE ISLAND, GEORGIA O. rr'i ARCHITECTURE, PLANNING, LANDSCAPE & INTERIOR DESIGN O _ ' nr n%!� 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232-6173 z WALL SECTION i+IfTI �� %„..'z ASSOCIATES: ROBERT J. PORTMAN &JOHN A. CLEGG FOR CONSTRUCTION I THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT OR ON ANY OTHER LOT WITHIN THE YELLOWBLUFF SUBDIVISION. SCALES STATED HERON ARE VALID ON THE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PROPORTION TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION. XIC)DOM C0)�D00o NZm 410 rr, 4D p�`;=>D �NNmz _ D �_• F4........ ........ a .0. @ 4... 410 W � � i o I=_ O 0 - w a,0 o ,I Z z Z it I 4. I 4 8„, liPin4 0_ . 11.14 .. g.1 ...1 z pi = i E __. XI rr"--jEl - m _ 8 >0 3'-6"n xi o, 1 O= O m CO mqt-______,I _ I I n 0.,�D x - z , Its N - D¢ 4110 m ...6------ s @ zZ � WT:D 00,O E O Z o� zO W = z Z cA e X O W 0 r'1 o - \� I r r \y ..- 0 __ x Z _9 w =_ I N - o Z > �v _ _ 40 c,, 1 Zo II, . �Z �� 0 0 t0 OD X 3'_p" - 00 co m $ '• 0 Iz z 1 z .fiI Iii, 0 0 g ,_. _ _ E , , W "3 - o 0 0 O z x o-z cOD - m 1 ■r, �1k 0-Z1 0 4 -_u)o J�k �AMi� -I� Z j — m ❑ 1 O I 01 0 0 03 v) -0 0 On ' zA x r- 3.X o co — I m% 3 o A)En mvZ) 3'-0" _1'-6" 3'-0" Z o >= r >z zg Z . OZ z xi-1 1. -o= Its iv Z z / U) m ' McCORKLE ORKLE RESIDENCE 3, pi0 o (-2 L. SCOTT BARNARD & ASSOCIATES, AIA iv s I ��� 01 z > co D o Frill ° TYBEE ISLAND, GEORGIA 9 m� ARCHITECTURE, PLANNING, LANDSCAPE & INTERIOR DESIGN O F� o nr ! 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232-6173 z INTERIOR ELEVATIONS m I 1*1 Ir .3—, ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG FOR CONSTRUCTION F � 3° z s, JZ w w0 wM .z 1 1+ AIN OL a r° zp a J 2,N M p�wN E+ U zN Z 0 BACKBAND I �' �Z NO.281 " '�j j a t Eg,10 11/16 x1-1/8 UM ° / Al u�aR z� A�� z 1x4 TRIM BACKBAND A all 0= // NO.281 Li Q zQ. 11/16"x1-1/8" Z Na mw cI-.i,(2'; rw aWo N m LTJ PT-�N H rN / / // aJW J N z \ / O _rt �U 1\\ / r() W~f%j Ow l _J - C/1 HM+V1 zD' // V! xWQ �° / / 0 �i ONQ a N JAMB CONDITION SIMILAR / a- 1// rz O O - — // 3U \ / Ala?g oao MCCOLE RESIDRKENCE ow' m� 1x4 TRIM zQ BOTH SIDES p= DAlE/REVISION APP. oar 9.28.07 RJP 0 Z 0 4 TYPICAL INTERIOR DOOR HEAD & JAMB TRIM DETAIL qi ooZ 1x10 BASE 5/4 THICK SILL I A5.2 6"=1' . �Q 1x6 BASE ° WITH BEAD CUT TOP K� ��\� 1 Z Zr,E,,,, i Zz° ,L,„)„, / COVE / � Q SHOE MOULD N0.1OO 0< (NOTE, USE STAIN SHOE MOULD 11/16"x11/16" o GRADE WOOD AT WOOD NOTE: MOULDINGS REFERENCED ON THESE Z° WHERE SCHEDULED w `� Q FLOORS, PAINTGRADE 1x4 APRON ...,/ DETAILS BASED ON MILLSOURCE, HOFFMAN, N.C. w W �+ ELSEWHERE) EQUALS ARE ACCEPTED. 8 o o Z a FLOOR FINISH \ vI w w rn WL3 ALL ARE FINGERJOINT PAINT GRADE, UNLESS M z 0 z c 4JQ OTHERWISE NOTED OR REQUESTED BY OWNER. 9 U III ENO TOP OF WOOD j i J a 226.4j FLOOR - uIIIIIIIIIuI111111 0 c" w < i noNO r I _ ='.'t p Z SCALE AS SHOWN LD°a IT� 1 FIRST FLOOR BASEBOARD 2 SECOND FLOOR BASEBOARD 3 TYPICAL INTERIOR WINDOW HEAD/SILL TRIM DETAIL Z SHEET No o a A5.2 6"=1' A5.2 6"=1' A5.2 6"=1'°a A5..: 2>, gLa OF O 4 °L. DOOR SCHEDULE w0 DOOR A^ °w DOOR MARK GLAZING SIZE LOCKSET REMARKS O N a° oQ D01 TEMP 42"x84" ENTRANCE FN U UO zm °� D02 32"x80" ENTRANCE FIBERGLASS DOOR WITH FOUR VERTICAL PANELS U Z Ld VI • o D03 32"x84" PASSAGE a_, xz D04 24"x84" SEE PLAN - �� Ac w °° D05 32"x84" PRIVACY z z= oZ ZD D06 30"x84" POCKET A :g. D07 32x80 SEE PLAN Z;° o� z a= O ' • =• PASSAGE LOUVERED DOORS Z z�a 1W- zw ••• 30"x80" POCKET A a�° 3 m D1• "' = ' WOOD SCREEN DOORS w D11 NOT USED �<0 F L-w D12 36"x80" ENTRANCE FIBERGLASS DOOR WITH FOUR VERTICAL PANELS VI EQ 0 U zw � +W¢ 0� nLL 008 w,_w a To ° 1!a.;°Z NOTES: �..� =o ° ■3°" OA 1. SUBMIT PRODUCT DATA FOR ALL DOORS AND HARDWARE PRIOR TO ORDER AND DELIVERY. Z d 2. HARDWARE FINISH SHALL BE OIL RUBBED BRONZE FOR INTERIOR AND EXTERIOR. z McCORKLE w=U RESIDENCE 0(- wz =Qa WINDOW SCHEDULE 2' 21° DATE/RENSION APP .>_-,, TYPE WIDTH HEIGHT FUNCTION PROTECTION REMARKS 9.28.07 RJP 000 �C� A 3'-0" 6'-0" DOUBLE HUNG RATED SHUTTERS — °3 O§Z B 2'-8" 5'-0" DOUBLE HUNG RATED SHUTTERS �Z� C 3'-0" 5'-0" DOUBLE HUNG RATED SHUTTERS Ldcig-z D 2'-8" 4'-0" DOUBLE HUNG RATED SHUTTERS PI E 3'-0" 5'-6" DOUBLE HUNG RATED SHUTTERS EMERGENCY EGRESS RATED NON Zw aQ J F 2'-0" 3'-6" DOUBLE HUNG RATED SHUTTERS z U z N L o ,22-to — W o SZ- 0°3 '. a '4'-.,-'; — – - W W J Laj Z Lq = z o 0 wwQ j o = U ouZ 6 Q V zNUi NOTES: N ; a a a 0cv w z aw" 1. SUBMIT PRODUCT DATA FOR ALL WINDOWS PRIOR TO ORDER AND DELIVERY. , 0, m w =mw 2. SOLAR HEAT GAIN COEFFICENT SHALL BE 0.4 OR LOWER co o— I N g 3. REFER TO ELEVATIONS FOR GRILLE DESIGN SCALE AS SHOWN c),-,a 4. ALL GLASS I.G., LOW—E, IN SDL WITH 7/8" GRILLE AND NARROW SPACER BAR BETWEEN PANES. _ 3mz SHEET NO a o a 5. NEGATIVE DESIGN PRESSURE SHALL BE DP 45 OR HIGHER A6. 1 gqa OF 0 Z N ▪° GFCI Protection required for cI s� ARC-FAULT CIRCUIT INTERRUPTER PROTECTION _L =� receptacles in bathrooms, garages, m Kitchen NEC 21U-12 DWELLING UNIT BEDROOMS, An °w B THESE FIXTURES NEED outdoors, and along ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLTS, SINGLE x� 1 TO SET WITHIN VAULTED dM i counter tops- PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS °" Z U (SLOPED) CEILING. 9F- y �j1 1 d' w N o� V NOTES O INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE �i FN w° ii? Iii do Iir! _ -rd /371 PROTECTED BY AN ARC-FAULT CIRCUIT fNTERUPTER(S) O � rn c, GFI IGH - ° aov 1. ALL ARC-FAULT ��O PROVIDE PROTECTION OF THE wo ��.:1 X61 "/d TIRE BRANCH CIRCUIT. .4M ik 11 DI ING 2. CONNECT SMOKE DETECTORS 0 W H I H FOR COMMON ALARM. °3 A D Q KITCHEN z za ��� �: STORAGE LIGHTING SCHEDULE A �zz oz R.HOOD l_ �.�� uTl zz jZ w/FAN re Ill, KEY TYPE REMARKS z>� wa &LIGHT �, VAULTED - !LING LINE EPANEL " z vai: m= i� - A DOWNLIGHT 3 DIA RECESSED CAN. IC RATED. 50watt MAX LAMP z oZ B °�I �'��r,�,.,—, 11 UTHONIA. L3/301 METAL WH TRIM (INTERIOR), L33B2W PVC WH (EXTERIOR) 1w•ow ! ,� _ " I .W _ Gil a N, m . : =MM.. �_ Ali I[ : :!4a_k, B DOWNLIGHT 15" DIA RECESSED CAN. IC RATED w N, 0w = 4'�'-, — "`" r ! _ LITHONIA. L5 501 WH TRIM. 65 BR30 LAMPS °"�FOWD lr'�Z V�LK IN CLOSET '�� I C WALL MNTD I VERIFY MOUNTING HIEIGHT WITH ARCHITECT 0 v=im.0 w "ATE- HEATER E. w~t0 z I LOCH ID UNDER I / TU: MOTOR SENSOR. 50% POWER DOWN UNTIL MOTION IN SENSED, THEN 100% POWER. V1 x W w STAIR LANDING yip L 0 D WALL MNTD I ABOVE VANITIES '4o TL,a= •Y A ��,ov ER BATH dc�a s ,_ _° - . �1�„M I E WALL MNTD I STAIR HALL SCONCES ,I F. ,rrit, ---. °° I ■ w LIGHT z ° I_III— F DOWNLIGHT I UNDER UPPER KITCHEN CABINETS o LIVING ROOM I ter, 4 ACCLAIM. UC x LA.R., BZ OR WH. T5 FLUOURESCENT QaQ U % r e ° G UTILITY I FLUORESCENT MOUNTED ABOVE CLOSET DOOR McCORKLE i Q • -_ RESIDENCE `_D O ! I= CO:1Ni MASTER BEDROOM ACCLAIM. UC33WH, T5 FLUOURESCENT tmi llevrZ}Q �I - _ 1 H 1x4 FLUORESCENT WITH ACYRLIC LENS. RESIDENTIAL GRADE. 2 LAMP. O o w II / I %OD J DOWNLIGHT RECESSED DAMP RATED CAN. IC RATED DATE/REVISION APP. oQJ U A ENT- - UTHONIA. 3H20 WH TRIM. 75WPAR30 LAMP I'' K NOT USED o 0 •- 00 _ p-o • II W a A o a°> II sp w< L NOT USED � a wZZ ► mce° it jl 4 � A111 AIM o°w . � . . ” - • - Z s -- [l — M CEIL. MNTD I LIGHT/EXHAUST FAN COMBO z ° GFI • GFI a IA y A A A OC� A I CF1 CEILING FAN AT LIVING ROOM = o --to w Q a • a 0 • #43525-8, 52 , ESTATE. WHITE 0 rzl = c) &o� I a 41111FKe �I O ( CF2 CEILING FAN AT BEDROOMS o fa a w #43525-8, 52", ESTATE. WHITE w w rn aa¢ ■Y� " T I " p x mNQ RINCL_ �— _ _ �� �� _� CF3 CEILING FAN AT PORCHES. WHITE. EXTERIOR EXPOSURE w o a v °Q8 S �t INCLUt) d z� U ST B E � #143525-6, 52", ESTATE PATIO. FLUSH MOUNT TO CEILING. NOT PENDANT. � a � o COPPER II II _ w ,_ >f, NO A► UMIUNP�I1 ALLOWED �� �mw Section All Electrical Installations must _ Nno Section 9, sub-section B-2-A Sect. R-313.1 SMOKE DETECTORS comply with The National Electric z�a Tybee Land Development Code Interconnected 110 volt battery backup required CODS SHEET NS SHOWN 3 z E'Edition and State SHEET N0.' Located inside and outside each sleeping area, each Moor of Georgia Amendments 0 1_2 3 6 E1.1 }v_i 3/16"=1' OF O T W Z ��a / Z O 6-E N =o ALL WIR, f Oz MUST' QE za o I— -- I COPPER i_ A t, LU Np ALUMIUN 0S I S @CtjOn ALLOWED Roof Below a 9, Sib-sectfpn B_2 A v zN Tybee Land Development ELECTRICAL LEGEND O � I I Pment Coda RECEPTACLE, DUPLEX, WALL MTD SD WIRED SMOKE DETECTOR a 16' AFF TO BOTTOM I OUTLET AT UNIT I 120v WITH BATTERY BACKUP M o FOR GERMICIDAL LIGHT (TYP) A�W �? 0 RECEPTACLES WITH LONG AXIS AH AIR HANDLING UNIT --_ PARALLEL FLOOR. SET IN = wa Q m w _ WH WATER HEATER A z Z O= Ed dii'4{1=''t W - A� /CY I.- I �� r� BEDROOM OUTLET ON CKr /�� z'o A WITH ARC-FAULT BREAKER RACEWAY IN WALLS OR CEILING OR EXPOSED z I BATH 2 RECEPTACLE, DUPLEX, WALL MTD 2 47, I PANEL BOARD i 0 H BATH 3 COORD HEIGHT WITH CASEWORK/COUNTER DISCONNECT SWITCH o _ , WP RECEPTACLE, DUPLEX, WEATHERPROOF zw - ■ =0 N _ Q THERMOSTAT 0 U= ►A P a OCR RECEPTACLE, DUPLEX, GROUND w �; m w w IIA FAULT INTERRUPTER o o / I R WP WEATHER PROOF x W z SWITCHED RECEPTACLE AFF ABOVE FINISHED FLOOR o i \ o Z I' ' O ii # QUAD RECEPTACLE IC EF EXHAUST FAN O O II�' I APPLW�CE RECEPTACLE INCANDESCENT RECESSED LIGHT FIRE, , �I V COMPUTER DATA WIRING OPTIONAL HONE o= I .-. 1 B�DRO��M 2 I _ .E�F�3 b TELEPHONE OUTLET VERIFY DISTANCE FROM W 0 0, WALL W/ARCHITECT I w= S, SWITCH, 125V, 20A, WALL MOUNTED McCORKLE I> G Q b DN 1 1� Sa THREE RESIDENCE o _ (► A SD WAY SWITCH, WALL MOUNTED FO WALL MOUNTED OR WALL RECESSED LIGHT FIXTURE Z~ o SWITCH - DIMMER CONTROL FLUORESCENT FIXTURE azz INTERC*� NECT _ S4 FOUR WAY SWITCH, WALL MOUNTED QOO DORMER _- ALL SD'S DATE/REVISION qpp, STAR DORMER 0 JUNCTION BOX o°az A. DORMS; �a All Electrical Installations must ARC-FAULT CIRCUIT INTERRUPTER PROTECTION mho LOW HEADROOM IpA comply with The National Electric - NEC 210-12 DWELLING UNIT BEDROOMS, LOW HEADROOM -- LOW HEADROOM ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLTS, SINGLE 0_, _ . _ LOW HEADROOM �A Coda 5' Edition and State .-_ __, of Georgia Amendments PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS I INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE Z PROTECTED BY AN ARC-FAULT CIRCUIT INTERUPTER(S) 5 GFCt Protection re LISTED TO PROVIDE PROTECTION OF THE Z I quired for awQ I receptacles in bathrooms, garages, ENTIRE BRANCH CIRCUIT. 5 x Zw outdoors, and geS• w o along Kitchen t> m §:,,?,_, I counter-tops, U L z a o Q o Roof Below I + az: NOTES O J z 0 a z �� w g U ,,- a 'a 1. ALL BEDROOM CIRCUITS TO BE �'° ARC—FAULT PROTECTED. Sect. R-313.1 SMOKE DETECTORS "' c NNO Interconnected 110 volt battery backup required U w 2. CONNECT SMOKE DETECTORS m H z < z° m Z FOR COMMON ALARM. Located inside and outside each steeping area, each floor po4 1--- SCALE:AS SHOWN( N w z '~=a O 1 2 3 SHEET NO.: 6 E1. 2 3/16"=1' OF 0 :. 4`-aa ?'ip. - 5 •3' '•y. : +_ _..,- .. ,_ 9N'�f ti`s .+cT .. ... .. -.. - .. --... d - ..- - - .+t.. -. 9'-4" Q 12' -3" q_ 10'-6" 6'-11" — -' _.-t-= - — — - - f(, A -...-$OF PIER 3'x5'x12"DEEP CONCRETE PAD FOOTING ,_ (3)2x12'S — FOR STAIRS' . j I — —12"x24" CONTINUOUS FOOTING . I r —� t� ° — CMU w E. b 2x125 I till_ (_312x125 --7-8" 6 K r- � i'ar' T I fi �,. 12 U rn® �ll�I•.- - �;i,;ir�. i �-a,Q II 12" CMU IT - ° ° -1 i - 4" CONCR E SLAB N .I It �' iD ] MI ^t . l� Mt�l• NI 12" 1GC U �� 12" CMU 4 N- 6 .0 N x ?4 I 12"x1-21' CMU PI R (TY ) '� v a C HER (TYP) (3 2x 2'S (t)2x 12' j (�)2x 12'I. (3)2x 12'S - ' b!■ r �' I1 Ili �1 ► � � 1i ' o `N 36"x36" PIER {� L I 1,L � UCT1'01� MUST COMPLY Y IYiT v ' FOOTING (TYP) Tff ��`4g AND NE 1RC '� P�D TNp 9'-O" 6' 10" 5'-2" '-8" 8'-9 •= r F MfILY DWELLING CODE___ ____ u �� E Q AND STATE OF GEORGIA AMENDMENTS N 1' 0 4 N w DBL2x' 2 0 is x ,_ I m UNDER WALL 1 UNDER WALL • - I 0 V w — -- -- %�r_� 1. l i1 ' (3)2x12'5 I IO2 12' I .: l32x4'IS Bair�iiIi (3 2x1 idmIl 'x1r'.'S L :��i °I I Ed U � ■.. 4111 K m[. N 0 McCORKLE � • RESIDENCE L2x1 1II .! UNDE WALL v _N - E._ O DA I C/RE VISION v N I . rO I i 2x 2' at 16"o.c. ( N ' . FOUNDATION & FIRST .FLOOR FRAMING PLAN . _ _ . . . f I _ I I a �I _ _— A ►�� X14 — _ >_��j x -•- x - (3)2x 12 J• x �. x Z M • o cn o Cl) cn Q cn lo n ,3 co Co lo — x x c0 Ii — x o ERE k � q o C rah .. �� /��� , .►, Cat %�; P w o Q O ■ !iL �ti3 . gip? t•!� a_ '1'` k 1 e ` 1, z PT (2)2x8'S PT (2)2x8'S "T (2)2x8'S T (2)2x8'S PT (2)2x8'S ,'II -- a" z E.F '� Q 0 14 ' 0 o m O 0 EQUAL EQUAL IMIMIIIIII EQUAL EQUAL ~ `` . 00 SCALE AS SHOWN 15'-10" 7'-4" 15'-10" 1J1� SHEET NO CONCRETE PAD UNDER 39'-0" t 0 1/172 3 6 Si ff i�1TRY STEPS — 3/16"=1' of 0 • I— BOX BEAM =. --!I T--f -- I I l r,a j� 16" DEEP PRE-ENGIN ER:D 24" 24" m K i-- FLOOR TRUSSES® 6" .C. SPAC SPAC -- o TRUSS OPENING FOR HVAC DUCT yr • — c� rbI T x 73 Q li m r- K N II I 0 w — r Il ® < W Ph ] • r l D TR_ SS GI'DE �� Z 0 I y ; _- ;*NNN .y__ `_mom. L H ■ I n �, < tL-- M H. . . . lip m I '.__1! ! i i 1 ______] 0, r(;), , , _, 11 z 1 70 iff 7' [f_ • mTRUSS OPENING -FO HVAC DUCT I 16" DEEP PRE EN ■�JE ED 24" -- FLOOR TRUSSES 1 1 0. . PAC Li LBOX BEAM -l_---1 --�---4 I' I ]I = rte. -- • m -a to 2,„ Ca 3C rte°^ --41 0 rn a ns Inv —I Cat r- mol 0 - � r� v � A nii Y CCa )1. h7 —A Ak 53 n 11d E Ay `� -I m " c 0 {.t n4 iP rn G i-ti N ® `t \1 �', /A'r� II� `� �e J , fa C) . I., �+� m D McCORKLE RESIDENCE Kern-Coleman CX. Co. LLB . o 609 2nd AVENUE a �n Consulting Engineers•Land Surveyors .Land Planners • ° u TYBEE ISLAND, GEORGIA ZX Architects•Landscape Architects •Environmental Scientist z n f- 7 Mal]Court(31406)•P C1 Boa 1.5179'Savannah,Gco is 31416 zI FLOOR FRAMING AND CEILING FRAMING PLANS _ mm ,..,,,sti, Telephone:(912)la 54-8400"Pay (912)336-1865..t:mat] »toVl,ctnc,l.-mancon, NOT FOR CONSTRUCTION .i .s.+e _.... - .."$`,'....rs.'�.+,•;,:K.:ezL' "T°:vAA' ''' .� '` °.a4�: ..... a, ..Y. Ci'i I B i cj - —�, — — — I hq v c y 2x 12 RIM JOISTS o I" =J vGW !! I k2��x (Co"M1�!• C • "'SQ. CMU PIER - '- CI flz_ - --ri ti Y HOLD DOWN STRAP SET IN CMU, CONNECTED TO TIMBER. SEE S3.3 FOR NOTES �a v i 2#5'S Cm) W z I � Iry 1 — 4 c --k9 r\)1 e a / - ! 13 'S EACH WAY s n o 1 .a I I I --i I I I i-- i i 11 -- Ii "Fill i -- McCORKLE ALL CQ TRUCTi`ON MUST CRC ONE AND O RESIDENCE 1 t ANDT>iE! g5�'—�'— EDITION 3'-0" SQUARE FAMILY DWELLING CODE_ ® — AND STATE OF GEORGIA AMENDMENT DATE/REVISION APP 1 . TYPICAL CMU PIER AND FOOTING DETAIL im S2. 1 3/4"=1'—o„ -x7rxxX7.-Wg tr, ,, ,, ,,,, .N'._'Z 4...1..A ,, . i I! I 2x12 BEAM w a o IV ' _ HOLD DOWN STRAP * . v w U !II: �= SET IN CMU, CONNECTED I !' ' w Q ° : TO TIMBER. SEE S3.3 FOR NOTES �: I , k Q w o z 1,2"XKo" "114 ' 1 < z 1 . 1, 1 4- SQ. CMU PIER 'pFc o °z o � Z � '77-1 2 5'S � ✓,rah �� 2 o -1 2 p 2 TYPICAL CMU PIER DETAIL 3/4"=1'-0 X00 S2.1 n SCALE AS SHOWN SHEET NO S2. 1 OF THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOL-E OR IN PART WE HOOT THE PERMISSION OF SAME IT IS NOT TO BE USED ON ANY DT HER PRO_ELI OR ON ANY OTHER LOT WITHIN THE YELLOWELUFE SUBDIVISION. SCALES STATED HERON ARC VALID ON THE ORIGINAL DRAWING ONLY AND MAT DE CHANGED IN PROPORTION TO HE DIFFERENCE IN SIZE BETWEEN THE- PRINT AND THL N C NAL DO NOT SCALE DIMENSIONS FROM PRINTS PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION J 1110 0 .. ......., (,.. , 4 0 C7 I i'I—' ; r- r I C I o o I — 0 L. , �� � (-Al.. - I , o o ° _ kr---s------> I I �I ° WI i�I ■ ° ■ ti�L.. I n _1._M 1 L tTL D ��r Y n1 I Eill II nIIIIl1 ; o ��t r 'T1 e --I ° e °I I e k� � © I m -- - ,� NM LL L_LL_L1L-I I I I I)•'1ll.J2ITI__Ln 1 I � '.17 L IV {+ N N ; iH n. g>w e-- cn vi z 0 _ t xi C Ir.. cn` o L �ZZ m0� 13 0 c,,z-a ( cn � • m W mm w� a 0 0 "TT m .` 7 00 0 36,°` z to MIN. 11 1 ;I, t, 1'l''-45. { 1 1 v 0 co r-1 MI drrnr-- -0c 0 e dm` t c::) � s CI A� 9 CI 0 •gyp c-,„) n eo ; .- y r e ' _ g McCORKLE RESIDENCE mm �� Kern-Coleman & Co. LLC. o m 609 2nd AVENUE W0 Consulting Engineers .Land Surveyors.Land Planners ° TYBEE ISLAND, GEORGIA z a� Architects•Landscape Architects •Environmental Scientist f.l i �""' -- 0T- 1 L Mall Court(3"I406', 2 O Box 151.9•Savannah,Geo gia 31 116 z �TIPICAL FOUNDATION DETAILS J I _ m m — ,� Telephon (912)354-8400•Fax•(912)356-1865'E-mail »fo @kcr colcInan erns imminnironwm NOT FOR CONSTRUCTION DESIGN CRITERIA 2006 INTERNATIONAL CODE FOR ONE AND TWO FAMILY DWELLINGS NOTES: MINIMUM WALL ADD HEADER STUD REQUIREMENTS AND SSTD 10-99 PER SSTD 10-99 TABLE 305C (--; 1. FLOOR DEAD LOADS: ALL WORK TO BE IN I P .� PARTITIONS 20 PSF COMPLIANCE WITH IRC 2006 I FIXED EQUIPMENT ACTUAL WEIGHT C M T "',-,,22' RESIDENTIAL BUILDING CODE; MAXIMUM HEADER SPAN (FT.} � T'' FINISHES ACTUAL WEIGHT 130 MPH LOADING a CONDITIONS, 3 ft 1 6 ft D Ft I 12 t 2. FLOOR LIVE LOADS: o LUMBER SPECIES AND GRADE NUMBER OF HEADER STUDS P a LIVING ROOMS 40 PSF S SLEEPING ROOMS 30 PSF STUDS— No. 2 OR BEI IER. SUPPORTING EACH END OF THE HEADER C73 b v ATTIC W/ STORAGE 20 PSF SPRUCE, FIR, S.Y.P. 16" O.0 a N ATTIC W/O STORAGE 10 PSF MAX. 1 1 2 2 A11� • a, c E DECKS 40 PSF NON BEARING PARTITIONS— ,� Q v p F. BALCONIES 60 PSF No. 3 ANY SPECIES 16" O.C. UNSUPPORTED STUD NUMBER OF FULL LENGTH STUDS ® ,c U - GUARDRAILS & HANDRAILS 200# MAX. V °1 fi=x WALL HEIGHT SPACING AT EACH END OF THE HEADER w n JOISTS/RAFTERS— No. 2 OR Q - 3. ROOF DEAD LOAD: BE1 IER SYP 16" O.C. MAX. 1 o FEET �" .�, 7 U F ti ROOFING 2.0 PSF 16"o/c 2 2 3 3 o DECKING 2.0 PSF SHEATHING OR LESS INSULATION 1.0 PSF u E HANGING & MISC. 5.0 PSF WALL GREATER THEN MIN. 15/32", 10 FEET 16 o c 2 2 3 3 FRAMING 5.0 PSF / CEILING 2.0 PSF SHEATHING HORIZONTALLY WITH tr.\)1 FIXED EQUIPMENT ACTUAL WEIGHT ALL EDGES SUPPORTED BY STUDS OR HORIZONTAL 4. ROOF LIVE LOADS: BLOCKING. DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x6's © 16" 0.0.) TRIBUTARY AREA: LIVE LOAD: 0 TO 200 SF 20 PSF FASTENERS (3) 2x6's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS �`� 201 TO 600 SF L r = 20 x R1 (3) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 6'-0" OPENINGS R1 1.2 — 0.001 At FOLLOW IRC 2006 TABLES (3) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8`-0" OPENINGS 1 = . . t MANUFACTURED SUPPLIED (400 SF 16 PSF) FASTENERS FOR CLIPS AND (3) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS McCORKLE OVER 600 SF 12 PSF TIES. UPLIFT RESISTANCE RESIDENCE MUST MEET OR EXCEED DOOR AND WINDOW HEADER SCHEDULE: (WALLS 2x4's @ 16" 0.0.) 5. WIND LOAD: TABLES IN IRC 2006. 3 SECOND GUST WIND SPEED Vas = 130 MPH (2) 2x6's W/ (1/2) PLYWOOD FILLERS FOR UP TO 4'-0" OPENINGS (FIG. 1609) (2) 2x8's W/ (1/2) PLYWOOD FILLERS FOR UP TO 6'-0" OPENINGS DATE/REASON APP EQUIVALENT BASIC WIND SPEED V = 110 MPH (2) 2x10's W/ (1/2) PLYWOOD FILLERS FOR UP TO 8'—O" OPENINGS -- H (TAB. 1609.3.1) (2) 2x12's W/ (1/2) PLYWOOD FILLERS FOR UP TO 10'-0" OPENINGS ROOF NET UPLIFT = 20 PSF 6. SEISMIC DESIGN CATEGORY "C" THE EXTERIOR WALL STUDS SCHEDULE: (FOR V 35 =130MPH) 7. THE DESIGN SOIL BEARING PRESSURE IS 2000 PSF. 2x4's © 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 9'-13" 8. THE FINISHED FLOOR ELEVATION WILL BE ABOVE THE FLOOD ELEVATION 2x6's © 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 14'-1i" AS REQUIRED BY FEMA 2x8's © 16" o/c AT THE WALLS WITH THE PLATE HEIGHT UP TO 18'-1i" J z w g o 2 w a z� w � z ALL CONSTRUCTION MUST COMPLY WITH !;r w Z O i i TQ t0 _ ITHTNE ` is 6 Q a " / ii AND THE!RC ONE AND TWO 3 j ,° ' P o FAMILY DWELLING F GE CODE ® w '' w AND STATE OF GEORGIA EDITION -8o TS `° I- 0 0.9---_._ ( SCALE.AS SHOWN SHEET NO OCT 1 2007 S3. 1 OF 0 1 WINDOW AND DOOR DESIGN PRESSURE RATINGS PER 2006 INTERNATIONAL RESIDENTIAL CODE �-' r DESIGN PRESSURE VALUES LISTED IN THE TABLE I `\ ® G v ARE IN POUNDS PER SQUARE FOOT (PSF) \� I� s I 3 SECOND GUST WIND SPEED `�\ '::: v.C) :V 3s = 130 MPH "I r-,8',=`-- ' OCEAN/MARSH LOCATION (EXPOSURE "D") /�.'� \\\(MRH) ZONE (4) ZONE (5) . \\ a i 15' DP 40 DP 50 Y1111111 ' �a 20' DP 45 DP 55 \\25' DP 45 DP 55 ZONE (5) ,, \\— ZONE (5)30 DP 50 DP 60 R�, ��35' DP 50 DP 60 40' DP 50 DP 65 ZONE (4) \ ZONE (4) P 45' DP 55 DP 65 1 50' DP 55 DP 65 ZONE (5) ��, \ \ ZONE (5) MRH = MEAN ROOF HEIGHT `IIIII0 K- NOTE: NEGATIVE DESIGN PRESSURE FOR ALL OPENINGS SHALL MEET OR EXCEED DP 45 (OR HIGHER) WIND PRESSURE ZONE DIAGRAM McCORKLE NOT TO SCALE RESIDENCE --1L. ALL STUD WALL SS T° g'T A © 1 6"o/c (SEE PLAN) SST° 1/L ive• t,,, GP.TE/RE VISION APP \\ PA Mk �Y1`�` — t THE M� 4P�p "E \ STATE LINO cops ONE■AND `o — �N° \ of GEORGIA A NON EDIT1oN SIMPSON HTT 16 HOLDDOWN—\ SLATS "C" IS THE MINIMUM REQUIRED DISTANCE TO THE NEAREST OPENING \, 0 z w 11 1 0514 AN �. �, z Q 0 v - W o m Wi ' o , i "C" = 27" ® 8' CEILING HEIGHT "C" I ° › 0 0 F, .o G� 6 z "C" = 30" © 9' CEILING HEIGHT _ a 1 1 b v_ % "C" = 34" © 10' CEILING HEIGHT CDX PLYWOOD OR --c--/ o w 0 w "C" = 38" CD 12' CEILING HEIGHT OSB WALL SHEATHING '� Ky' � o o r o � ., CD F- CI) Z WALL SHEATHING AT SCALE.AS SHOWN TYPICAL 90° CORNER OCT 1 2007 SHEET NO SCALE 3/4" = 1 '-0" S3. 2 OF 0 WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TWISTED SHANK) 19/32" CDX PLYWOOD OR 3"o/c AROUND EDGES AND 6"o/c IN FIELD / OSB ROOF SHEATHING !!,OR // PER IRC CH. R603.7 WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS (TWISTED SHANK) SEE NOTES FOR - \ . / (SEE ARC . WALL SECTIONS) '. G 4"o/c AROUND EDGES AND 6"o/c IN FIELD NAILING PATTERN •\ 1.' / 74 PROVIDE SHEAT HING SPLICES OVER BLOCKING OR FRAMING �� :I! r THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY \___ • -r ---_ (2) TOP PLATES x ct THE CORNER STRAPS WILL BE: � // SIMPSON HURRICA E SIMPSON LSTA-9 STRAPS CLIPS (EA. RAFTER) w OR EQ. 4'-O" • • SIMPSON HURRICANE CLIPS . i "0-1 AT EA. RAFTER WILL BE / -- 15/32" CDX PLYWOOD OR Z" ..9 . m (1) H10 CLIP PER RAFTER OR -` \ 7/16" OSB WALL SHEATHING - o - o (1) MTS-20 STRAP PER RAFTER OR �/ PER IRC CH. R603.7 (2) SIMPSON H2.5A HURRICANE CLIPS AS REV (SEE ARCH. WALL SECTIONS) (ONE ON EA. SIDE - STAGGERED) et- THE HARDWARE SHOWN IS FOR DESIGN AND ORIENTATION ONLY ` `v� i EQUAL HARDWARE BY OTHER MANUFACTURERS IS ACCEPTABLE SEE NOTES FOR Nli (USE APPROPRIATE FITTINGS FOR DOUBLE STUDS, RAFTERS ETC.) • • NAILING PATTERN • 4•-0•> . ALL CO TRUCTI'ON MUST COMPLY WITH THE MccoRKLE � - ENDWALL RESIDENCE 3STD 1p—cH AND THE IRC ONE AND TWO 1/2" SPACING ALLOWS / �i' CORNER STUD CONNECTED FAMILY DWELLING CODE `200. EDITION HOLDDOWN INSTALLATION -/ ;° 1 TO TRANSFER SHEAR AND STATE OF GEORGIA AMENDMENTS DATE/REVISION APP • ■ SIMPSON HTT16 HOLDDOWN ' % 2-16 d COMMON W/ 5/8"0 x 8" LONG I° NAILS MINIMUM © 6" O.C. LAG 11! FLOOR BEAMS (EA. CORNER) I / 11PAN A ill - 2x P.T. PL. --,, All SHEATHING NAILING PATTERN % \--\ p �� "SIMPSON" BEAM STRAPS �� `� '�'� PA 28 OR HPAHD 22 HPAHD22 NOT TO SCALE N f CMU PIER �._ a W :4,fiS c.) o\ '" s z Q► w TO ---- • & ,..-\\ ,6-3 ,s, 0 td rn /,� f `y A0.y a w fi `� / i Q ____ ,_ •. . .4. '� �-. Sy �y 4 O "' w 0 \� \ r.3 a.j ,. U 2 w 8 TYPICAL BEAM CON \ ECTION AT PIER SCALEASSHOWN SINGLE HOLDDOWN AT CORNERS OCT 1 2007 SHEET S (WOOD FRAMED FLOOR) — -- -. - - NOT TO SCALE 0 NOT TO SCALE S3. OF ROOF RAFTERS (SEE ARCH. WALL SECTIONS) 19/32" CDX PLYWOOD OR (2) 2x TOP PLATE /\\ AT i 6"o/c / OSB ROOF SHEATHING\ / PER 1RC CH. R603.7 c / \ 4 - / O ° 1 �T f Ii � � \ —�1 11 � I ! Va E �3 I 71r I \ HURRICANE CLIPS BOTH SIDES . g '-','t , , AT EA. RAFTER il 1 / i I • ,-, �z _ i �.� ■z- 1As •• Al 41r . �i 4�i - - p N .Y CY Y.Y ■M. ?� Y Y I v Yi Y 15/32" CDX PLYWOOD OR , 0 I 7/16" OSB WALL SHEATHING PER IRC CH. R603.7 ib �;7 HEADER � � � x ORNER J•CKS (SEE SCHEDULE) :: / 2x's WALL STUDS © 16"o/c ° .r.' '-N , / Ii � � v SIMPSON HEADER —/ ►lei H I , 2x LOCK NG _ 18" STRAPS y THE ARDWAR; SHOWN IS FOR DESIGN AND ORIENTATION ONLY ` ' EQUA HARDW• E BY OTHER MANUFACTURERS IS ACCEPTABLE (USE APPROP"IATE FI—TINGS FOR DOUBLE STUDS, RAFTERS ETC.) ....■•• _— — 101 1 , ! � I 1 WINDOW OR DOOR ' I j ! I I I OPENING `- 2x BLOCKING McCORKLE I RESIDENCE HEADER STUDS % (SEE SCHEDULE) i H I I �-- (2) FULL LENGTH STUDS I I I J I I \ i- _DATEREVISION APP I /// SIMPSON HURRICANE CLIPS I AT EA. RAFTER WILL BE I (1) MTS-20 STRAP PER RAFTER OR SIMPS HTT16 OLD OWN OR i \ SIMPSON H2.5A HURRICANE CLIPS SIMPS N PHD5 .DS3 HOLDDOW / W/ 5 "�x8" L!�NG G BOLT (EA. 1 RNER) _ _ _ _ _ _ 2x BLOCKING (2) FUL LEN!. H STUD'. 1 Z O i Ij 2x CONT. BASE PLATE 1-., h THE CORN R STRAPS WILL I:E: ,'t: 1 w �I SIM'SON STA-9 ST" •PS / SIfv�E�SON STIkAP I E� � r4 ,o I OR ' Q MST 9 o z - - _ L- 1111 _ LC TRUC ION MUST COMPLY WITHTIt .. Q i - 5 S 5�a J P a I SEE PLAN AND SCHEDULE FOR STUD SIZES SUL) ‘4°Q� ANDTHE IRC ONE AND ' `',. _09A a w FAMILY DWELLING CODE `�- EDITIOI,K\, o, a. \\ TYPICAL WALL ASSEMBLY DETAIL AND STATE OF GEORGIA AMENDMENTS 0`` _Ca Z ®I 100? SCALE.AS SHOWN SHEET NO. NOT TO SCALE s3. 4 of \ "' —-PRE ENGINEERED WOOD / FLOOR TRUSSES Y SEE PLAN / A V E / C b r 2x4 CONT. HORIZONTAL BRIDGING j / 2x4 CONT, HORIZONTAL BRIDGING r 1 : v 0 3 \\, / d � $ 1 r u o � [ c � / e� b v , / / / .\\\I\ , WALL OR OTHER LOAD LARGER THAN ALLOWED BY a v °N \N \ r / TRUSS MANUFACTURER FOR OFF PANEL POINT LOAD 4 d I / --______ .v �* \v-- 2x4 CONT. HORIZONTAL BRIDGING 2x4 CONT. HORIZONTAL BRIDGING 1/2" PLYWOOD (NAILED & GLUED �b x \BOTH SIDES OF TRUSS) W a cd a 57"k I 1 TYPICAL FLOOR TRUSS BRIDGING I K NOT TO SCALE WALL OR OTHER LOAD LARGER THAN ALLOWED BY TRUSS MANUFACTURER FOR OFF PANEL POINT LOAD \_ PRE ENGINEERED WOOD TYPICAL FLOOR TRUSS BLOCKING FLOOR TRUSSES — — -NOT TO SCALE — — SEE PLAN v / NOT TO SC 1/2" PLYWOOD (NAILED & GLUED -J\ / BOTH SIDES OF TRUSS) —'\ / — RIM BOARD OR // 2x4 BLOCKING MCCORKLE _ \ \/ /-- BETWEEN TRUSSES RESIDENCE /\� \ \ ALL CONSTRUCTION MUST COMPLY 0 / r .'1 4x2 TRUSS CONFIGURATION �� / \ / J DI 1 O` f A�DT iE! _ // � �/ \\ \/ �, \ FN IAE � Vii bLl!\ OP�D` — `V� �i/IT1 O19 7ATE,RE,7,70 APP.r/ ‘oi � � ' A�� may\ � srAi� �F EOM �a Q Nv� ENTS PRE ENGINEERED WOOD \/ ,- / / /� FLOOR TRUSSES \\ � \ SEE PLAN ` �� /� RIM BOARD OR OFF PANEL POINT BEARING WALL / '/ // 2x4 BLOCKING 1 \ / �� BETWEEN TRUSSES TYPICAL FLOOR TRUSS BLOCKING \' , NOT TO SCALE / J T W ~ �+ / // A ;,,--> r ;^y W • \- LVL BEAM if W / : a a � (CONT.) i` i ,.tin\. (4 w / -ki ' '''\' 2x4's MIN. � �{ �' z 'so CALE.AS SHOWNI TRUSS & MICROLAM CONNECTION SHEET "° S 3. 8 T �0 NOT TO SCALE \ OF ,\ \,, ,,rp....M'''''''''''''''''-"' , . ... ' Project Information: P.I.N. : 4-0005-12-013 ----1 . ... ' I .' , , : , \ , PROJECT ADDRESS : 609 2nd Avenue . . ; Tybeo Island, Georgia , , , - . J I ' ' ;- ., ...,. ' ''"hr „, , ,,.„ . ----- TOTAL AC ...- 0.11 AC \. ..s. „s , , .,„ ,,, -,, DISTURBED = 0.08 AC l • 11 . LOT 56B JC __ _, .,\0 '',,,..„,,,,,_ -- , - , .--,, -' '', ZONING : R-2 ---_,,, . - WARD TWO ,. , „(5N I - 11 - , „-- SETBACKS : 170 --_ _ ....----- 0 .). N/F: HELEN VIATSON V , . .....cs„ .. 0. ----- __ _;.8..,--; ''s-,/,!-5 / 1 I PIN: 4-0005 -12-002A ,, FRONT ..... 20' SIDE ...-. 10' ' ri.-\ ''' ' \ r\a• ---- ,, . , . i I 1 , REAR ,--.- 10' 11- - ______ ___. ,. ....„ FG FG FG ‘. -- ......, DESIGNER : Phillip McCorkle 1 II -___ 10.9 10.8 10.7 -- , .4. - 1 1 ,, .,, --" , :-.' ., ADDRESS : 319 Tatnall Street , '...k: , 1\115-15'59''E -..,, „. ';,-,3,.‘ . ,- ' ,- ,- , 59.74' Savannah, Georgia 3/401 I 1 N FENC 1 1 v ; ' X j.,,,....s. x 6, w;40-DE -F- ------RwAcy ,," . . . CCPW .-- PHONE : 912-2 32-6000 d 1 FG -um ' `i _ FG / 0 . . \ I ; Id , -.4 f 11.0 2az . .im o o i ,...------ 10.6 63- i , CD 4 (----o / 'N,„..„.. , .) 0 to \"" - ,-- : -, ---------2 . N i ■i , , ' (01°70*07 .1 10' BUILDING SETBACK LINE : ..t..,. . , ,, " „.. -1/1.: 4,tir....t,:i, ,,,,,,u, *NN.,„, , , - : 4 ,, SWA E OP-I_ONS 1 1 i 4 , . , , „. ,,, „ -,_ .._„ .._ : . , : ......_ , 10.9' t, 1 ... . y . . fr9 . - , VICINITY MAP , 17-j • , -„. . EXISTING MOM . , . 1 . , , , • i . - . 1 FG -, , CRALDE kVARIES ,JAR: GRADE t 0 -...„....., ; -.W3 1 0 0.5 ---„ 1 0 . 0 1 ! i ! ,Tamelow„ ! I ti - , V ...........1 :1 ' 23 . ! y . i , --, „, : • > > crlj , 12,25 . , FG : ''''' ''''k,'' z 70 c (NI- •.,.e....-44.1 ---11 L • E • --s,.. 10.4 -s.-P-VA-r4. / -- 0,- : Lu- :9 .. , › ..... 11, .,.„ ,„:"- '.. "''.%Iry 5 117;7)44,04,14, ,./.?'„ : i '. : -2, io.8 c ,,•'. -0....4 -. -2.• mr„.373 ,' i . x o ....., - , --, ,.,,,., , ..„, M 0 em ,_ `-‘,. _, (A 0 ,-- . -,,, ''',. '--- ci i .;.1 ,,,,,, , )-1 0 8 1 0 (,,,„1...... ,. _. ,,, , aEVAT1ONS SHOWN i itZ , 0 ' 6 w .,_ „, ',.. --, _ iii I'', m-9_4 -- ``-‘,. , . .. i 8 1 (-'4);1.° ! i cp i; 0.) z,x. 0- 73 '-' .. J kl ' , ro ---t c.A.- co „.i. . . • 10 7 ,a ‘...-'.--1. c '-* i o°(/) -3 :k' ' t' i ,, CO CO , '' cill by) ; Optional Swale Detail 1 - - :, < - , i rri --, z 7.1 1 , . . , .._.. 0 e. "A F ; ....1.5,... Z ef) 0 1 : 1 , , ' , . Z 7)0 0>73 ' m K M LB 0 'ID ex rn' -ICA 1 3 0*> , 0 not to scdo . , z ‘S,''''''X • 0 1 . i FG '' -_ N)o -"'+ kt v ,v v v- / 0,..„., - ' , 0 ,._. 0 , -a ' 0.3 r- 2 m ! . FG . : 1 .-..... -> EXiSTM3 FINSHrD . * 0 I' Z ',, A) 20 , ' I ! i .-... . ,,---, < _I '‘ _... -_,, ! fi VARIES VARIE: j2 .. ' i > i ....., .• . . - ' . - . . . . ,,,.. 2 -.... ...' "' • 0 # ' < ! t ■ 0 w I 0 :. : ,,.„ . V V A '--, Cli-I -13 -, --.,, ■b-., To c-.1)3:)3 1 , : 4 . , ? t..,. 4 4 .- -.,- : < , 1.= „,„ ,,.. -'•- s m 0 1 -T.,- --..„ eq--E '''' 7-11 11-7-..- ,,,,,i, , ,,,,,,,0-* 6,:: fr: . 0....., lk 11.09 . , ; 1 0.0 ; . LL „ o z (64 o--.4 1,1 o -, . ; , , ( 1 1 • , - -P.PI TO : , . : , . ' ELEvATIM VDU 1 >23 . I.,,,a 10.3' ,.,' .,„ ''''''' ''%,„„, . 01,1 FUNS 11.00 ' ! L , .,.. - -- ; C.Q • ril C'(,.2, I : ' WI IMM■iii■:1 n-%.■--V i il.,'''-;;..'%.*Wilit 11. * *-40.441WitipmpV&,._, _ -- : f'''',I . SWALE DETAIL : o 0) i'T i 1 1 ' A 1,- .-' =.v:4 k.; ■4..4''i t y r 1 4/4 I 1■ ■■S'i g IPA'1‘,,,„. ...... mot to scale , - ' 1 ' , : ' 1 AI , # . 7--- ----- ----=. 1 77 : i':' 66: 1 ' ri Vt#S$#t#tt,t#i"ibv414. 10,2 44 , , / 40T,S ,* ,■ ■ ,c'')1 4eS, ■‘ 10 n f 1 . i GUTTER NOTES: _ *S#S#VS#S N S# •,=.51,1 --3 #SUPS#A6S#Ax , _ , ff ' ' - ' .4■■4 : ' ' - *-7-44r4EII,T#■44.4$4 4 #4 #4111* ,t1W * 1: 130 LF SWALE i ' c, fq TO .02 . 41 '41 S# '4 rit \ ., . 7 . • ...)..,,,,, * 4•• USA it.k4 fry ■ AT 0.72% N . ! c ..-.-is i g 1 i !.. NI . ,Ir.. 1 i ,100S,4"#.1 I : FlOG.1 V #■ )" * t-'''.I lit _ N 02 , 1 _ 1 g § 4.., I . , 100 LF SWALE -.. , . , ...-5111fr 10.5 :ePliblit.7;01\,r4#i#ib : 1 ' F G 4 t)4 L A PA.*/* r.t r CM f...i ! 0 I Ca : Ict AT 0.76% TP --; - ***SS 4 k ' .! 240.00' ) TRAFFIC ANL> RIGHT-Or-WAY NOTES: 11 ; @ 0 d . = w 10,75 7 ...,q .... ' Z5 ' ----"-- , al '.' t, ......41,..0.-111.-.4._ ; _ #11#1011111(41) w . t 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO 5E :i pC EO ROsR 0D NINNAETLE D WITH THE CITY OF TYBEE ISLAND, GEORGIA 1,3t . 36,6616,6666.166.663666466.6.666616166 ( ' C i fS,S $S14* .6 .1 ..r, -, ,1= FG ' $.444 . 15.0' . ....."4160. IS-44 . . [2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED . . -,, 10.4 ma s tiVA, I-11 :,,,, AiL r 7444 ■4i, FG : c.. _ -- :FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT; ,OF ANY WORK WITHIN RIGHT-OF-WAY. 1 } t $ ;$S4 si**: „. 10.0 ,, [ w --ic-, , 0 #.;,414 - : EASEMENT NOTES: Ld s%#* %##4 . , )7- 7 , 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE 1 i 6 LLI ' 1 , 4 1b4,* / 11 I FG Vi i I - _ ".41.#: › .,., . 10,5 . ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND \ UT A ir‘4 i A ket -- - : 444044$* ' in - - - U 1 / - _ 1 t 114-, ; ; - ' ,----- ------.....„ /-..-,. z,\--c ' RECORDING. i 4\ -NI\ a 0 < z 7 ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. : Z ct Li 3 ,.....1 I 1 1 EDGE OF ''''', i MENT go -----"' ' XV 10 , ''.70,..1 1,c). , , ....„ '9 -7 . (i Li 0 -.....5.- 1 ,. ,,:)':' ' ______ _ . . _ __ , SLOPE 7' ---------___„„.„..„ 0.5% NOTES; • ti E .NUE 70 ,.. _ . : 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, . : I SECOND - - ,/'''''<(/ ----,\ - ,,.:is,: <0 r.)i-L ic zci, () (,..0(2) 1.,, wicio to-I,\lc 1,- zz - --- - - - __ 1 _ __ '10 _ _ - ___ 70_,- - 1 - r- -- - 70,- ,, '70,, ' ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED : UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. ,, - - .77, icr •,e.. •,... ., 19,41, MATCH Z •-8. :, 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL W 1 1-1 EXISTING it• 651<( LL E Z 0 1 1 i, 6 0 9 R / gr PAVING Z . EXISTING UTILITIES PRIOR TO COMMENCING OF 1 * ELEVATIONS \ ! CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT ; i z 1-11 2: > 0 tilt X f 1 '‹ iy,.,, IPt 7. - ``'. 0' -#70. VA. ; WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL , . hi .70 . ......., rn •-..6., i BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. . (..0 IL a' '410, .0/, ---> - al .2, i . • c,--, .,it" --I-1 (-:\)'i) 0 \' Z ; 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK , ' : i". $ D -/ -- : WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR ',.= c, GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE . ' ,, 11 .)A A-- ! CONTRACTOR. •' 42-H i • cp, (p.k' \ - , ' , 0 VI t 0 ( Z t• . . Z. ..1._ 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. ., DO NOT ABANDON UTILITIES IN PLACE, ' . t 0 0 • -z. --o , , , • 0 :-y ., 7z 1 q,) 0 - ri 1. I') ----13 ‘) / .4 -:. 1 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 7 ) ' CONSTRUCTION. - 0111'1 . 1 1 cs , . tp _ cl) 01 1Rk ,,0 . I 2\ \-- . . 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, . . -37 , t'41. C014111-TAC4,,T A4micatiotlutr ,,,,,72 EPS . . . ..„.........,...... _ - ........--,............. ‘ ,, ' X TREES TO BE REMOVED. / _ . . . _ . _ __. . ____ _ . _ : , i _ _ . _____ _ . _ _ _ _ _ t PRIUR Ta MK' \ - - - ' ' .._ ) GENERAL DRAINAGE NOTES: . , I 1.::...'" , :....,..........f...„.4 II .! . . Special Pre-Construction Note : , . ' . 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF 1 , , Contractor to verify all existing and proposed . 0,21 cis DUE TO IMPERVIOUS AREA DURING THE 25 YEAR STORM. ' _ .GENERAL PROJE'CT NOTES : , : structure /ocatione (drainage, acinitary, etc.), : 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED i UTILITII_EsSoPoRII2T8E2CIT4NICIENTER 1,b-acs.,0 i tops and depths prior to ordering materials or : beginning cmonatru_otiont________ : Fa oy RE xp RI soTpr EN Re DRAINAGE.A Niv LoEir WHICH CAN NOT BE FORSEEN TO ALLOW :41 MTOPOSED SITE PLAN 1 . THIS DRAWING IS FOR DRAINAGE , 66666,666666666666 .666,66,6,6*666-66666.66.66.,666666. I i 3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND INFORMATION PURPOSES ONLY. DOWNSPOUTS TO DIRECT RUN-OFF. $ . . LEGEND I ..0 R C/ . 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING C..1 4 2. SOIL EROSION CONTROL MEASURES _ _. ..._ ...._____. CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE i w.IIS 7...t <,:5).. . •. ARE THE RESPONSIBILITY OF THE ITEM EXISTING PROPOSED SYSTEM AND EASEMENTS. ,,..4_, Ka. 28672 44., 1 OWNER/CONTRACTOR. _ TOPO q,.) ., FG . ... . . . . A. ., 0„,,,vo.NAL ,..■ ID-. gp...On 0 12.3 SPECIAL CONSTRUCTION NOTE: f *A. IF THE CONTRACTOR KNOWS OR CAN RESONASLY : . FEMA MAP NOTES : . ) - - - - - -12- CONTOURS BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT , x,INEPTOHRET PTLHAENSP,RSOPBELCEIMFIPCRAITOIRONTS0 OcRoNCsOTNRSuTcRTUIC0TNII)OHNESST SHALL LIT!NOT BE BFEA EILNSTITTOLED ; DRAWING NU M BER GENERAL BUILDING INFORMATION NOTES: . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA r. TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK i 1- 11 ' GENERAL INFORMATION NOTES: .___ . __ _ 1. EXISTING INFORMATION SUPPLIED BY KERN-COLEMAN SURVEYING. ■ 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR, 3. BUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN i 1. NEW BUILDING IS TO BE 1,800 af (envelope). 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ' PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, ' GEORGIA ORDINANCES. . , . i . • :• 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION ;• WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, . . "A8" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER , 135164 0001 C, MAP REVISED . , JUNE 17, 1986. , 2. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN i THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ; SET AT 12.0, : . . .• . , ; . DRAINAGE FLOW ARROWS TOP OF „...,.. ....._.. • _ --, , : REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY - OR CONFLICT. - . . , _ . , SCALE: 1" = 10' ..............t is C if 1 r. taw --. 14- TPS 1 , SUPPLIED BY THE SURVEYOR. . , . CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ' ANY CONSTRUCTION ACTIVITIES. PARKING _ i . . , : , . . _ : 12.30 0 10' 20' 25' . _ . _ _ . . , i , SLAS i . 1 OF 4 SHEETS ! . tce - iN TEMPO ' SEDI$ RIER ti � TEMPO HAY BALES i I . CONSTRUCTION E?Il 7(; __ MULCHING Dpi LOT 56B -1 0 ' li :#ARD TWO x 7 G '° x DISTURBED ST ILTI$oN x T N - - � D q, � ` 5 Y SEEDING PIN: 4-0005 2002A 1 II, I .__ _.__,_ DISTURBED AREA Sr IL$ZATTONI WITH PERMANENT SEEDING t F f - � I 1, DISTURBED AREA STABILIZATION 4 �°-, $ e 'E ` I 9. 48 'n 1 TI•I SODDING _ __. try . .#_ YE _ M ; CHECK DAM ' f - - STORM DRAINAGE OUTLET PROMOTION St 1 ______ . .... � _ `LI ITS of 10 BUILDING SETBACK LINE >-O F s Ill DySt f RBAIC 10.3 : i i SEDI# ES T ).. ,: , I s -- o - - o C? .,... -_ CHANNEL STABILIZATION ,, . _ 44 Du rn F C7 s a° °' a f o! CCR� c rn m LEVEL SP�d E w 0 0 -., '-, bum iri 0 ti a E7 i 6 C, PJ t o{ ' .. _ - CJ:.- ... -.3' ". o—i 3 •,<.i• T r o —i 7J �, . - -- "`,. , r= 1 r .*.,, to Pi --4 '--i,r Z3' t E , _ F VJ IN)0 :2,2 11 DUST CONTROL /p s f (t1 � K .f _. ! 4 °� ,.::: 7} D z m ; 'DJ , t o� D� Z vi -....., �h tJ!f Erosion and U) ''''''''''I''''''''''''':1 I '''',:''''''''''-..„ w.,,, { 1T1 W 6as' e� ...rtM.w, r.-..:e. s�___._ E o Z ! Control Phasin:- i. ti' Initial Phase (Phase .11 A� � X,,; , �< �" l � �ll � cl� ilk cl � co�rs � c�fc � ' I {i } ; exif ei and Rio ors to aalle ;: prior to any land disturbing cn ° $ �4 3 r 10. r -------.. '''' 4' activities to prevent sediment from 4 : 3 ._ , _. __ ,..w ____ n ., Intermediate Phase (Phase IV C43 C -r�s� �s � __.. _. . a ; s ■1:1: :'; ; ,i93 This as slfl � d ccns � cror� of outlet life ctlo and to por c ry grassing. cs) / _... ... _,. .,, 1 • .. ,, ! :10VA 4t*/ s8r a i I i �-' at 6 I. � � ,_._,�_.. __._.� ,_.�� 3 240.00' I Final Phase (Phase ILO ,.. Q -- -- - - - * ' - - - --- ,.$100' :r ■freirk, I ; 7: W4"-v* — 50 .; ( H j*A 0 P 1. This phase shall include call protection, any revised . t . :‘ S A 44 , . ?le, .4 i ; 1 , , Lo•Aoke 4 ., s* ; ; Inlet "Protection and any other Apermanent devices. .-1 i q\-.) 4044$ * a. 7 V t#SNI 1 r v I z 5 SPECIAL _SOIL EROI PREVENTION NOTES : 4 r O 44 ‘ • V4I,4*. s 4 44111*r:i : rfr4r11 krf ; i -------- t i v .00#4,0 __ _ _ _ u, ,//- ; #VE / 9, The state of Georgia re Lama that the initial soil erosion reventio , i di, A Os W 3 ! I..• - - ���� ®csur e shall inspected by the designer within 7 days after 0 .0.4"...044 AA, - W"-- 4i-,■,■Vilhi, 10------ ------„, / instllatioe�. C v 0 I/O Q ' GE OF PAVEMENT 'On `_ _" �V }cTG j• LLI• LI tai, 2 = Q�= �. �� -- _ __ __-__ �s< 2, It is the responsibility of the contractor to notify the soil erosion C W ----- prevention tion plan designer within 7 days aft r° the initial soil erosion AVENUE �/ % easctes is place °o ° inspection Q a l �, foil erosion prevention plans- shall et current site or { n rr, � , ��, ��a It9 readily accessible at all ties during the duration or the project until ,� Q ! r/ s° after final stabilization has occurred. 4 Al � 4, Primary er�r ittee must provide copy of the soil erosion prevention ,• C W x1��GD xr0 r€� / plans to each secondary p�r�rr itt��. -, p fr Q �y V t���\� Contractor is t Keep record of his inspections of the soil erosion , \ I) C\ C) ? / {r'I certify that the Psrmrtte©'s Erosion, Sedimentation and Pollution .----- !Control Plan provides for an appropriate and comprehensive control measures to # � '� lest � following. �} f; .' ;system of beep management practices required by the Georgia date and scot the inspection s 1 ! ';s / Duality Control Act and the document "Manual for Erosion and / > 4V Sediment Control in Georgia," (manual) published b the state b. narn person performing inspection �d C� (y ON o' <X' W_ 9 : p Y 3s Z 1 / Salt and Wafer Conservation Commission as of January f of cn�= 1 / 3 the year in which the land-disturbing activity was permitted, major observations (including noncompliance incidental L. G Z provides for the sampling of the receiving water(a) or the � � � #� rpor � re to kept current and �I or eadig • \ 0 N 3?--'z /= sampttng of the storm water outfalla and that the designed - . systQm of best ma»agement praaPiaas meats the desig» accessible at all times during the duration of the project until after final N p :requirements contained in the General NPDES Permit No. . cp..---i. � ? t�bili��tior s occurred. :GAR 100003. 7, fit 1r'1 ���� 6. Sampling of the outran is the responsibility of th r° r r iffe� CONTACT� F a r Z CT A MINIMUM I ' 72 HOURS and s m lin r� uir rents r® to be as per the PD S general permit. TO DIGGING _- a I, CERTIFIED BY : Mark A. Boswell f� ,` Level II Certification No. 2104 . ,'-yip Ai 7. Silt fencing is to remain in place until find stabili� �ticn. ,�1 }:. it a. Assts materials sell not be discharged to state waters exc t as ' ATTACHMENTSO HERE PREPARED UNDERMYTDRECTIION OR SUPERVI$1QN�Iia ; authorized section 404 permit. ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED i + � 9$� BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE _ Ito P .; 10° INPORMATOZON, THE INFORMATION CSUBMITTED IS, O THE 13EST OF MY THE ��� bras ar in compliance with waste disposal, sanitary !UTILITIES PROTECTION CENTER � r septic tank r° l�tiofas. z-��o-���-74 KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. ! ! I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING • FALSE INFORMATION, INCLUDING THE POSSIBILITY OF PINE AND 70, Great care shall be taken to prevent oil spills € d leC s. In the evert . IMPRISONMENT FOR KNOWING VIOLATIONS. , that a spill shall occur, stop the spill source im ®diat l and implement �°0j S J'� Mai- n� k.1 ai- 1. i 's and clean-up for the -pill. ti� �;F. � ' - ¢.3�� CERTIFIED BY : Mark A. Boawe## : REQUIRED T Love/ II Certification No 2104 i __.__.__- .., ,.. -, . __.. . ID-Ito-0-1 I. e t SPECIAL CONSTRUCTION NOTE: SEDIMENT OE ALL BE AOII STORAGE BEHIND j THE SILT FENCES. CERTIFICATION z• • IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES �` 2104 ■ REQUIRED SEDIMENT STORAGE : _ ..... ..._ . __.... ,-_ "..._._ AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF s WETLANDS NOTE: _' CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR r t. OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID 11-5-05 $ DRAWING NUMBER } ACRE ,Ye = REQUIRED 7NCONSISTANT EN?ITY. IF THE CONTRACTOR KNOWS OR CAN RESONA LY RES —t — S ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS , OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT ' IN THE PLANS,TO HAVE VE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SILT FENCE SILT STOWE: _ IN THE PLANS SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO . , OF NATURAL RESOURCES. LOT OWNERS AND THE REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT E ENTITLED D 2 EVELOPER ARE SUBJECT TO PENALTY BY LAW FOR . SILT FENCE = 215 LE. 0.09 PER = C.Y. OF STORAGE } ? TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK SCALE: 1" = 10' DISTURBANCE TO THESE PROTECTED AREAS WITHOUT REQUIRED TO E RI=-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY L'1323 ' TOTAL SEDIMENT E = 19 CY k PROPER PERMIT APPLICATIONS AND APPROVAL. OR CONFLICT. " s W 19 CY (supplied) > 6 (squired) ai 0 10' 20' 25' 2 OF4 SHEETS I ., x , . _ ?i SOIL EROSIC � & SEDI^',_,$.E ate° t,TATICN CO\ E TRCL ' OTES CLEA I G OTES: I._... ..._..�.. _ __ � 1. NARRATIVE: THE EXISTING SITE IS NATURAL AND THE GROUND IS GENERALLY FLAT WITH 1° ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. COASTAL PLAIN VEGETATIVE COVERS • SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE NEW PROJECT WILL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND MONTH OF MONTH OF HAVE GRADING, AND WATER AND SEWER LATERALS. THE TOTAL SITE IS 0°11 ACRES WITH UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL PLANTING TEMPORARY GRASS RATE PLANTING PERMANENT GRASS RATE THE ESTIMATED DISTURBED AREA TO BE 0.08 ACRES. CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED • AT THE EXPENSE OF THE CONTRACTOR. Z DESIGNER: PHIL McCORKLE MARCH- MARCH- COMMON BERMUDA 10 Lbs°/Ac 319 TATNALL STREET JUNE COMMON BERMUDA 10 Lbs°/Ac JUNE COMMON BERMUDA (HULLED) .EE ISLAND, GEORGIA 31410 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION (HULLED) COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 3. 24 HOUR CONTACT: PHIL McCORKLE JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac 912-232-6000 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST BY THE OWNER. SEE LAND DISTURBING PLAN. AUGUST BROWN TOP MILLET 10 Lbs./Ac 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER COMMON BERMUDA CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. SEPTEMBER RYEG S SEPTEMBER- (UNHULLED) 10 Lbs./Ac • EROSION CONTROL IN GEORGIA. 40 Lbs./Ac & FEBRUARY FEBRUARY RYE 1/2 Bu. Ac Z 5, PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE / Bu./ Ac EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED ° CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBLIC HIGHWAY. Z ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMPORARY. INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. : 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7° THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE �, OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS O� DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL - GR GROUND AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE J TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS i PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR : PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANCED AS A RESULT OF _� 0_ • CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY ." '_; PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE CONTRACTOR VtfILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL cr } co THE APPROPRIATE PERMITS HAVE BEEN ISSUED. j �� d c 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION Q C� dam) PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY a C9 0) CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM. Z OO REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I to - 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT < Z t 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR Z CV AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE / c9 < a) FROM THE OWNER OR ENGINEER PRESENT. . 0 z 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED / - d • MTh SEDIMENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE / `4 j PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS ' ,f �C 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING / '°� FUNCTIONING EROSION CONTROL SYSTEM. STANDARDS FOR SHADE TREES ANY VARIATION FROM THE RECOMMENDATION OF ���' , if Li j 1 13° EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N•A°A< SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. Jam/ ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED, sD:•+'©0'On� ��'. , 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS �� / ;• o0 i�� LIMITS OF CONSTRUCTION". s/4 ' o0 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER � ,�, ., �4,0 � PERMANENT GROUND COVER HAS BEEN ESTABLISHED. � e • ., 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, *1 o SA*s 66‹:), .• MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT CO)g . •• . * o • 15° ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE " c ,� �� �,�, . -�wm, WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN EROSION , ©� �* ;� ,, ®*� 00 , r STABILIZED WITH TEMPORARY SEEDING. o * .� .: , CONTROL GRASSING". �`°OQ©©° #QOo"* '[,�`� ' 'o'' � ' © I ,tt 16° ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED a , �'� , � ,� �< '0 J �� 9p,, '! � I o BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA ;. s,w ,©o o N IMMEDATELY SURROUNDG THE CONTINUALLY / `° ■ s I AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER OR ANY PERCHED WATER '� .x}! �* • + a 17° VEGETATIVE METHODS: ), l� ° '� #,* .o o ° 3 g3 1 WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ,t. © � , ©•fix o 0 ACCEPTABLE MEANS APPROVED BY THE ENGINEER. • �' J A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL °r o ; oo K 00 .0 z4 B I o z w GRADING AND OTFIER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE MINIMUM ` *© u m Q COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. °ALE UNDERUNER '`� ry° I c, ° WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY N.s°A°IZ-2 1 �� AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. � AGGREGATE TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE TEMPORARY CONSTRUCTION EXIT 2007 2008 1 18. MULCH: NOV N©!! DEC ,WAN FEB FET3 " APR N.T.S. CO ,: W 6 I 1 4' UNROTTED, ', INSTALLATION OF SEDIMENT CONTROLS li > MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT GAS TREE PROTECTION BARRICADES II l A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS I _rv_%.__.,w .,, ..,... _....v...._ Q 0 < rn FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH SITE GRADING I•IIIIIII I I a I _ ,. .m. _W �Z rr W C'3 ..._I MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED _ J UTILITY INSTALLATION ,u�z4.,, POST SIZE © � IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. i II j r it' ' ii F ° �0 Lij ( © I j • THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR I ■ FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F W ( 0 L LIQUID MULCH BINDERS. ' BUILDING CONSTRUCTION ' °x°� TYPE LENGTH '^7 w Q (y A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. O U z 19, SOIL TYPE THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION I PERMANENT GRASSING SERVICE AS BEING CuC Chile Urban Land Complex). : 1 i_I Il lir , Oak 1.5"X1.5" APPROVED FABRIC. I Q U FLOW , < Lt < i ., Steel 1.31b./ft. min. USE WOOD OR � ,�p� PAVING 1 ; � " _Si •£ STEEL POSTS. W 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA A8 ACCORDING TO - / D W Z 1~ � � � � , �� ,« _�„ . �. B 3'-0" Soft wood 2" dia. or 2X2 18" 18' 16" 4' 6'-0' USE 22 D.O.T. F°I°R°M° COMMUNITY PANEL NUMBER 135164 0001 C, MAP REVISED JUNE 17, 1986. MAINTENANCE OF SEDIMENT CONTROL W . _�.� � � Oak 1"X1" APPROVED FABRIC Co ��- z USE WOOD OR � ! CO LO 21. THIS SITE IS IN ZONE "AB" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE A REMOVAL OF SEDIMENT CONTROL i. Steel .751b./ft. min. STEEL POSTS >- MINIMUM ELEVATION 11111111111111 ° C 4'-O" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. SIDE VIEW Z SPECIAL {.3OTES0__.. I APPROVED FABRIC SITE DATA USE STEEL POSTS ONLY 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL E .. .`° ° ° p TOTALACREAGE.°...°°°......°...<....°......Q.71 r.�Tx,..__�v.., �....,,,r�_._._.�..._w,_.�H_.. �.._. uLL_.,._._a._.__, .w..v.r.� .�___._s= .._._._w_�..._,_...,__. _. PREVENTEDED BY THE INSTALLATION OF EROSION AND ESTIMATED DISTURBED ACREAGE-.0.08 • j' j SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR S.C.S. SOIL SURVEY FROM WEB SOILS mT O OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. FABRIC i 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND TACT A I iMI� 72 HOURS FASTENERS FOR WOOD POSTS PRIOR T© IIIGGI�1�i PRACTICES SHALL BE INSTALLED PRIOR T OR CONCURRENT a TRENCH { TH LAND DISTURBING ACTIVITIES, • GAUGE CROWN LEGS STAPLES/POST -D ti a 3. EROSION CONTROL MEASURES MILL BE MAINTAINED AT ALL Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. • City 11 ES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT ,kit.TaZIN N 7E TS � 9 PRO DE FOR EFFECTIVE EROSION CONTROL . . GAUGE LENGTH BU I ION NAIL POST ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE 3 / UTILITIES PRQTECTIIIN CENTER IMPLEMENTED TO CONTROL OR TREAT THE SEDI4 ENT SOURCE. 3 HEADS 1-8©©-282-7411 Nails 14 min. 1" 3/4" 4 min. 4. CITY OF _'' EE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO I . . FRONT VIEW / O R Gi INSPECT STOR 4WATER FACILITIES AT ALL TIMES. owe w FR e Fay f 5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY. = . I No. %o-ILD-r 6. FRESHWATER WETLANDS DO NOT EXIST ON THIS PROPERTY. t. I< THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS TEMPORARY SILT FENCE DETAIL - `VISITED THE SITE PRIOR TO DESIGN OF THE E 8c SC PLANS. - A DRAWING NUMBER S. THE RECEIVING WATERS FOR THIS PROJECT IS THE C TY OF I EE ISLAND STORM DRAINAGE SYSTEM AND ATIDAL DITCH. S C 1 - B 4 , L . 1 R 9$ ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER .. THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. S 0 ; -C k 3 OF 4 SHEETS s- .> v -K.a_ Ym.?A!iY+MFe':Y;>!➢.il�.?";K�KY»:SSH:+3 " • °N.»SS. MR'?4TK.£sis*' evi29!fi.�s"k GS:Flh.An �.bk -52rt -. .4H�•"#M...ci�'lwe•.k' 4N:tisa3?k:JFik£Y.'312=2..t Kf3.:5M1»X�Y.4A'i.*�:3+;sSi.u3la �P_Y.sa -:. .. -.. ... .. -... - r _. € tW'.._..,..w+'W3' _.ley`.'aiY'�EF 4YS6W:aR`3X'+'.'F.-sM+£+N:4F:tYItM.'J,41a�'S2.'e. Y SFX.Y-0.w'i.:'.:��.•'MN+'plr.•5l'�&d.....TZM£'.i?eT%,�r..it".:`3S _ T� .?�iiSF.:..Y..FwY?...Jk=,`Tlt++R.:. .5346.: Y.2RC9a'IBYYz"!3'-t51KCL XV. w -. tt' ._. y _. _. i'r 94,...,4, ,.m.'- ■■■4,,,-,-. . e .. 'leow,...., ..... .''s-.4,4-.MA-, Q.. ,. 1. ..14.. .+. -,,.., y ",,-Vrn .1,in,-, ,or j y' -r _..,--* ...., .,',,,,,.,..4.. -,-:- -'"J., ',-,,- - ''..,,, 7,...1..........-.. ...."-1k^,'-,......*,....,,,,..,t. *.44... .,.....,... ",,,at ..a.. .....,.....sa.,,V4vs.,*i........t ,6.*:+4..'44... ......*.. ................1.....7.,,,,.....•*ka,..,,,...4*,,,....,,,....,..*.....,.,-.. 4.4..,,,,,,..,,,..-*.,,,*"...**,...-...4...,... ....,. ....*,,,...-,.t.,,,,...**. ..,......"..,-*•,..,..... ,41.* .'7,ei,....,...4.***,..-,.... .,..,.......,,,,..,..,* ,,.-....,,N.M-... .....0,-... .....*.,--.4.,o...,.*.v......,:.-7.-..... ..,...,s,...4t.a.... .,...,....s.**,-- -,.....,. .,•,,,.-..a...-:-,,,,,o......,m,-,,,,,,,,,,m,.-.,:,..,,,, ,,,..,*,,,,,,,,,...,,,,,„„..,...„,,.,**,„.,...,*, i , ;.' 4 , 1 I , . , 1 s L t: 1 : 1 11 .,.,,. .,. 1 li , I ;WASTE MATERIALS : I i ; 1 All waste materiala will be collected and stored in a securely ' , , lidded, metal dumpster. The dumpster will meet all solid waste F. 1 .management regulations. Al! trash and conatruction debris from the site will be deposited in the dumpater. The dumpster will be ;emptied a minimum of once per week or more often if necessary ea e ti 1 and trash will be hauled aa required by local regulationa. No I ! 11 JILLitail,it:::16:''':,' : mociL I jx>" 72i ,..,s7,,\4: construction waste will be buried on-sile. ea I . .2. Al! peraonnel will be instructed on proper procedures for waste :dispoaal. A notice stating these practices will be posted at the , !jobsite and the Contractor will be responsible for seeing that these procedures are followed. fr; :3. NO WASTE WILL L3E DISPOSED OF INTO STORM WATER INLETS .OR WATERS OF THE STATE. . , . Z 1 k r , 7 Soil Cleanup and Control Practices li: _ ....._ _ ...._. _ ____ _ .._ _________ ________ ____ 1 1 1. Local, State and manufacturer'e recommended methods bt for spill cleanup will be clearly posted cincl procedures will be made available to site personnel. i 4,-...d '- > ' 2. Material and equipment necessary for spill cleanup will be kept in the material storage area . Typical materiale and equipment includes, but ia not limited to, brooms, dustpans, r7NSPECTIONS : mope, rage, gloves, goggles, cat litter, sand, ,saw duet and ' -------- - .4. properly labeled plastic and metal waste containers. Primary Permittee, 1 3. Spill prevention practices and procedure& will be reveiwed 1. Each day when any type of construction activity has after a epill and adjusted cia necessary to prevent future taken place at a primary permittee's site, qualified personnel provided by the primary permittee shall <' I spills. . . * inspect : (a) all areaa at the primary permitteele site - 1 (j) * . 4. All apill e wit be cleaned up immediately upon diecovere All where petroleum products are stored, used, or handled CO Li rn ,..., spas will be reported aa required by local, State and Federal ' for spills and leaks from vehicles and equipment ; fb1 . regulation.% all locations at the primary p rm'tteeie site where a e r ary e I : E vehicles enter or exit the cite for evidence of off-eite p 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A sediment tracking ; (c) measures rainfall once each ' $ SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE twenty-four hour period at the aite. These inspections '''' WS>''::: N 1: CENTER (NRC) WILL /3E CONTACTED WITHIN 24 HOURS AT must be conducted until a Notice of Termination ie 1-800-426-2675. submitted. , 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL 2. Qualified personnel (provided by the primary permittee) CENTER (NW) WILL 8E CONTACTED WITHIN 24 HOURS AT shall inspect at least once every seven (7) calendar days ,, --- ,: -2 0) ; :; : 1-800-426-2675. and within 24 hours of the end of a Worm that ia 0.5 inches or greater the following : (a) disturbed oracle of the primary 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE permittee'a construction site that have not undergone final '.. WATER IMPACTS, THE GEORGIA EPD WILL 8E CONTACTED stabilization : (b) areas used by the primary permittee for ; WITHIN 24 HOURS. storage of material& that are exposed to precipitation that *il 54347. , ,:'''' .,,. , have not undergone final stabilization and : (c) structural . g 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE ; control meaaurea. Eroaion and sediment control measure& WATER IMPACTS, THE SPILL WILL L3E CLEANED UP AND LOCA indentified in the Plan applicable to the primary permittee . i AGENCIES WILL BE site shall be observed to ensure that they are operating t CONTACTED AS REQUIRED. correctly. Where discharge locations or points are accesible, :. . they shall be inspected to ascertain whether erosion control . q r' q. 9. The contractor shall notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum ie ' meaaures are effective in preventing aignificant impacta to receiving water(e). For areas of a site that have undergone 4 8 . stored onaite (thia includes capacities of equipment) or if any i , final etabilization, the permittee must comply with Part one piece of equipment has a capacity greater than 660 : ce gallone. The Contactor will need a Spill Prevention Containment . IV.D.3.af3). These inspections must be conducted until a Notice ° 04 ; of Termination is submitted. E and Countermeasures Plan prepared by that liceneeed . . t (a:C "6 4 • I A . profesaional. ` o ; _ , a. Qualified personnel (provided by the primary permitteel . ,... it C . ' . -e- co i g § 0 shall inspect at leaat once per month during the term of ! ea . this permit (i,e. until a Notice of Termination is received by -.... 0 EPD) the areas of the site that have undergone final .11E1 1 0 d ., . g al I 1 ------- etabniZatiOn. Meet) areas shall be inspected for evidence co - PRODUCT SPECIFIC PRACTICES or, or the potential for, pollutants entering the drainage ,. e I i . __...___ .. _.._ e._ _ ..... _ _ __ . system and the receiving water(s). Erosion and sediment . . 1. Petroleum Based Products - Containers for products such as fuela, lubricants and tars control measures identified in the Plan shall be observed i . will be inspected daily for leaks and apills. This includes on-site vehicle and machinery to ensure that they are operating correctly. Where discharge , . _ _. _ .. _ _ .. ._ . . _ . _ . . _ . . . . _ .. ... ., . . _. . .., . . _ . ... .. . _ .. . , daily inspections and regular preventative maintenance of such equipment. Equipment locations or points are accessible they shall be inspected • maintenance areas will be located away from state water, natural drains and storm water I to ascertain whether erosion control measures are effective ; in preventing significant impacts to receiving wafer(. ). drainage inlets. In addition, temporary fueling shall have a secondary containment t APPENDIX 13 ; . liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants te II 11 . . . _. . .. _. . . . . prohibited. Proper disposal methods will include collection in a suitable container and 1-.1 3 112E12212,rr ,..._i e t r i c T u r b i d i t Us21._,=1 -1 i) T a b I e a disposal as required by local and State regulations, 2. Pointe / Finishes / Solvents - All products will be stored in tightly sealed original containers when not in uae. Excess product will not be discharged to the storm I :STORMWATER SAMPLING I 11 I - 1 i water collection aystem. Excess product, materials used with these products and 1 SAMPLE ANALYSIS > Cold Water (Trout Stream) 1 < . product containers will be disposed of according to manufacturer's specifications I 1 1 . and recommendations. Storm water aamplea are to be analyzed in < 11 Surface Water Drainage Area ;square miles i accordance with methodology ,-.:-O eat ,, 0 0 * ' 3. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or diacharge iproceduree eatciblished by 40 CFR Port 136 . ; . I i I Z x ILI C......2 1 11 ' , 0 y ,... 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ surplus concrete or drum wash water on-aite. i and the guidance document titled uNPDES Storm Water Sampling Guidance Document, : : . . ': Q 1-1.1 Cif, .-1 1 : 4. Fertilizer I Herbicides - These products will be applied at rates that do not exceed the EPA 833-8-92-001." • 1; manufactuer's specifications or above the guidelines set forth in the crop establishment . . . ' LL1 C.D Q : . , (n CO ' CO ..f.„ 1.00-10 25 50 75 150 300 500 500 500 or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of 2, Storm water ia to be for nephelometric turbidity ; :unite (NTU) at the outran location. A diacharge of : these materials will be under roof in sealed container& 7-. - i H ' a - .atorm water runoff from disturbed areas where I .beat management practices have not been properly i < Z001 0 SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 5. Building Materials - No building materials will be buried or disposed on-site. All such ;designed, installed, and maintained ahall conatitute a i, - ' < materials will be disposed of in proper waste disposal procedurea. „ 1 LO t."-f 1 . ACRES , _ __ _ _____ . _ , . _.___. .. . ._._ _.__ _ . ._ . _.. .. ._ . ... __.. ... . ,.. .._ .... . . ....._._ _.. _ . , ,separate violation for (4c/oh day on which auch :conditions reaulta in the turbidity of the discharge : . ; 25.01-501 25 25 25 50 75 100 300 500 Z 11 ! in 1/4,, ---1 i exceeding 50, the value that was aelected from Appendix B in Permit No. GAR 100003. The NTU is : g a. 1 , ' , 50.01-1001: 20 25 25 35 50 75 150 300 , baed upon the disturbed acreage of ???? acres I ' .it 1 forth: project site, the aurface wetter drainage CO : : i 100.01+ , 20 20 25 25 25 50 60 100 , 1; area of ???? aquare miles, and receiving vvater =which aupports warm water fiaheriea. .‘ . I 21- i 1 DM >- - , : „ 1 1 41 SANITARY WASTES : I I F, _ I ** 1 1 0 i. A minimum of one portable sanitary unit will be provided for every ten i 4 I 1 1 , , (10) workers on the alto. All sanitary waate will be collected from the . . _., . . . . . _. ... _ portable units a minimum of one time per week by a licensed portable • ia, i 4! SAMPLING FREQUENCY facility provider in complete compliance with local and atate regulations. 1 Warm Water (Supporting Warm Water Fisheries) ..___,... . . . _ ___ _. . 1 1 1 Storm water samples ahall be taken for the following events : 2. All sanitary waste units will be located in an area where the likelihood I ,, of the unit contributing to atorm water discharge in negligible. Additional ! iI Surface Water Drainage Areas square miles (al For each area of the elle that discharges to a receiving containment 5MPie muse be implemented, such as gravel bag& or specially I ia atream, the first rain event that exceeds 0.5 inches and allows designed plastic akid containera around the baae, to prevent wastea from . ' 1CLINTACT A MU lF172 HUTT 1 i for monitoring during normal business houra, (Monday thru Friday, contributing to storm water diechages. The location of sanitary waste unite' t, t PRIOR Iii DIGGING 1 : 8:00 AM to 5:00 PM and Saturday 8:00 AM TO 5:00 PM when I must be identified on the Erosion Control Plan Grading Phase Sheet by ' 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ constructionactivity ia being conducted by the Primary Permittee) that t et • the contractor once the locations have been determined. t 1? N . occurs after all cleaning and grubbing operations have been completed t in the first drainage area of the location selected as the sampling 3. Sanitary Sewer will be provided by Municipal Authority/Septic System at I I . 1.00-10 1 75 150 200 400 750 750 750 750 1 1 location : I the completion of this project. i 1 - ''',.'•'''' (b) In addition to (a) above, for each area of the site that discharges HAZARDOUS WASTES : 4. : _- e • ..- 10.01-25 50 100 100 200 300 500 750 750 to a receiving stream, the first rain event that reaches or exceeds .._ . . _ ,.. .. .. . _,._ _. __ .__ ___ .tereet-s 0.5 inches and allows for monitoring during normal business hours 1. All hazardous waste materials will be disposed of in the manner . . I UTILITIES PREITECTION CENTER 111 SITE SIZE that occurs either 90 days after the first sampling event or after specified by local, state, and/or federal regulations and by the . - 1-800-282-7411 25.01-50 50 50 100 100 200 300 750 750 . all mass grading operations have been completed in the drainage manufacturer of such products. The jobsite superintendent, who . . i -- 7 1 ACRES area of the location selected as the sampling location, whichever will also be responsible for seeing that these practices are followed, • 7.,....,s1: ;ese7,- come first : i . 50.01-100 50 50 50 100 100 150 300 600 will instruct site personnel in these practices. Material Saftey Data I Sheets (MSDS's) for each substance with hazardous properties A (a) At the time of sampling performed pursuant to (a) and (b) above c0 R Gi that is used on the job site will be obtained and used for the ; * if BMPs are found to be properly deaigned, installed and maintained, 1 00.0 1+ . 50 50 50 50 50 100 200 100 I proper management of potential wastes that may result from these ' AS3 4'4> . e , 1 no further action is required. If BMPs in any area of the site that products. An MSDS will be posted in the immediate area where ... - 1. ' discharges to a receiving stream are not properly designed, installed and maintained, corrective action shall be defined and implemented such product is stored and/or used and another copy of the , - ' 4 * * 1 ' MSDS will be maintained in the ESPCP file at the jobsite construction t- FMESSMI. * . within 2 business days, and turbidity samples shall be taken from trailer office. Each employee who must handle a substance with . , 4' ib- ito 0'1 :I . . discharges from that area of the site for each subsequent rain hazrdous properties will be instructed on the use of MSDS sheets 1. ' - e -- c<1/4,- event that reaches or exceeds 0,5 inches during normal business and the specific information in the applicable MSDS for the product I 4, 4/C10.- e, . . hours until the selected turbidity standard in attained, or until post- 4 4,Pir A. 80#\' he/she is using, particularly regarding spill control techniques. ea. 1 . . , storm event inspections determine that BMPs are properly designed, . • ,. installed and maintained. ,' I. 2. The contractor will implement the Spill Prevention Control and $ Countermeasures (SPCC) Plan found within this ESPCP and will . . 1 i ; train all personnel in the proper cleanup and handling of spilled . , _ DRAWING NUMBER materials. No spilled , hazardous materials or hazardoud wastes I , • : will be allowed to come in contact with storm water discharges. I i , If such contact occurs, the storm water discharge will be i f. continued on site until appropriate measures in compliance with A Irl, state and federal regulations are taken to dispose of such I I ‘ , , , contaminated storm water. It shall be the responsibility of the 0 g job site superintendent to properly train all personnel in the use I , 1 I r 1 0 r the SPCC plan. ---......__I ,A. -1.mmeen.:"ossa ,1' 1 ' 4 OF 4 SHEETS - 1 ' � ;s' Q:nee, . • � (a y i . . . , . . . . E �/ S/ ry SITE s fr IJ • ® s "F � 41 •cs' g J . z � o o ronseci G SfvEN Q J Q• . o t Q 4 z 0 = V. o • o . o. v Lifl• S 'EFr VICINITY MAP N a .6.R e r, NOT TO SCALE ,z,� 0 , ;'_—�.: : / , .. -----.. ,... ''.4 srjr . 'c s1/4' , W4a1Vol I .. 41 1:': ',i..-;., .., .-. . • -• BENCHMARK ``� �� f �g Z .. 0 I.P.F. IRON PIN FOUND I I / Lor 0 I.P.S. IRON PIN SET `i` N/F. �Rg 3�Rp Wa ;......./ o ❑ C.M.S. CONCRETE MONUMENT SET N p/N' CO/TgG pG 48 l�� °�`3 �` �� � • a C.M.F. CONCRETE MONUMENT FOUND • EXISTING PROPOSED 005 --12.„0 2 Y r1C / , f ~v ' o c• —WATER-- —WATER— WATER LINE // I; rwO r! STAMPi 0 ® WATER VALVE `11x1^ Wppp FrORY : R..G.• Q VALVE IN MH jr, �� RES/PENCE F f``5 ,l T£R� 9 �}- FH FH FIRE HYDRANT —SAN —SAN— SANITARY LINE P�l',•r•,-. f , FF�j 0 >' ` / 1 11281 --(�� —r�-- SANITARY MANHOLE r..,- 0;�.- o c.o. C.o. C„, S� _ CO o o SANITARY CLEANOUT Cftl:� 729'34 ► FM FM FQRCEMAIN �; � _ `�' , .. o• — N1/, 10.9FG `�` t b 111 ` Nc�NE6 ga` AS GAS GAS LINE ` (� � T T TELEPHONE LINE "– �y' CREATE NEW SWALE TO DRAIN--, / ` i iftiC:, S. 11.0FG ; E C ELECTRICAL LINE SIDE YARD TO THE ROAD; i11.49 r -,r” 1< 4 14' 4 , •.\ 11.40TP 3:1 SIDE SLOPES ;—O PL —OHPL— OVERHEAD POWER LINE ti-ti' '' eoc _® GRATE INLET ;.c:' N.7/...'-.--. ,./.', ., f,,/ "t rr STAMP: /vs\ A ► CURB INLET /..'%i''✓'' `" • 0 PP 0 PP POWER POLE ''; ' '! / ``;/.♦'f' / 10.8FG o _ I !' i `X LP LP LIGHT POLE ,%,% /:/"'/< /,' f < '' k. /F ` / j LT © TELEPHONE BOX r i/,,, ' /,' \_ ..-„,:.>/..)--,..•> , , .:: • :, i It , /,. /`/^" 4� 10.7FG '",` IA ELECTRIC BOX •O'er /;' ,../� o ' ,, —x x— —x—x— CHAINED—LINK FENCE m o /�o l'' %•,/ ,'f 11 l 4p o. C♦/ ;.. i �` — ❑ ❑ WOOD FENCE -- 3`try J i. :%'.." ` J :/ \\ —x- - ® ® SILT FENCE `3� 1a.9FG �: /. '� / r ® X88 12 —12— CONTOUR -,zI o / < / > ,: ., 10.40TP �_ No r>Arr 1i>?�srpN ".fir, WOOD LINE r / j �... �;\y ,t \... ✓'.. R/R RAILROAD �\ ;" c t7'� J 11.50TP .,%/,,f ;,' ..,:i'% , ♦, ; ` . R/W RIGHT—OF—WAY LOT 56—A �` f z / t 4 717 SF / #.{� TF?` i`•%, ,i %'•.i > i % / ; FF 't� i / i' FINISHED FLOOR ELEV Q 0.108 AC :,'`' %'< ' ,%''..`�* ..i .,' ` ' �`',.�\`', ,, :'' NEW 3' WIDE TC TOP OF CURBV'_ �� j �.i,...\ �, ti /,N \'i /`, % '/ -j�.f l�; i�. /' `�;t �'/ \%. / j/ '♦/-/<`,.':>‘'ii ./ CONCRETE SWALE r • TG TOP OF GUTTER i s c ABppp j i /: ^ :`''` '�� ✓ %,`r`` {`�.. ,�. TW TOP OF WALK REMOVE PRIVACY FENCE / 0 S6D , /: /.� /\(/ ��,` �\' \. '♦i\., ,Jr,° ,` �;;�� AND REPLACE WITH NEW /�� Z kpU t''',, /',C " / r ♦. /'. - \ . . ` TP TOP OF PAVEMENT FENCE ALONG PROPE�TY LINE a FF�. 1?FF / �.`` 'i% � ,% , C\.%/1',;, 4-.'`y f' MATCH NEW DRI WJT F FIELD GRADE j s, 71' �', \ • ;• >` .�' i ;f EXT'G ROAD GRADES: S_ ,. RCP REINFORCED CONCRETE PIPE ` J /°\ '`, °''` /. ` CMP CORRAGATED METAL PIPE / o // lr �� v �" �'" `" ,5.. ..a2' THROAT 7_,, rn �►%'\/ ., i' r ` -';F,. ` I.E. INVERT ELEVATION `10.8FG /� /. ' f /ti ` >' '` ` z" .ti,. • l -`'' y P??� TREES a , t ' /` -.. €mil / • r f ,?j/o r J . LO LIVE OAK ., '. P PINE z 11.5FG / i' ! . ti \ >\ [`�� -� PALM I d. ti ! 1°mi• HIC HICKORY /rT l ,` i ii, 'q�.�YTP•.,`;,%"� .>,c '..., .� ,. 10.65TP INTERLOCKING t j MAG MAGNOLIA r 1.d,',Cj , 70 / , '~/; ♦ ` /', :/;: /. CONCRETE PAVERS: f•LRLO LAUREL OAK 10.7FG ��/C / /':,ti. �/,-,'-‘,/\'. ,/.\\<--,. , yy • WO WATER OAK or x 4 E /`. ` i u /, .:' lei Kir. / %i N. / ♦! f1 yr O j. /:: g g .. 4, - : : -, -. . CREATE NEW SWALE TO DRAIN 10.5FG %< 1i.05TP ://:::(Y/./.;11 {'T.PKflNAJLINASPHALJ ENCH MARK •��SIDE YARD TO THE ROAD; y^ 'yt / / - 3.1 SIDE SLOPES t / �{ / / \• -` � .,; ` >,<2 J �� ELEV. 10.28 M.S.L. o I / \ .y r� ` CI p ;� ."„,�� "1 NGVD 29s r / ,' �'�,14.35 J . ��, 1 a.4FG �? ' .� tj„( - ..{�.• 1:/ i eoc Et `` 10,35FG ! ..• v NOTES: ,, N>>yBtJ � -,g� 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NGVD 29). MATCH NEW DRIVE/WITH • ts $ .LO J EXT'G ROAD GRADES c ��.” 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. /r G WAR,r 57 = �� " 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, GA,, NSF' C P 0 TW t - NEW 3 WIDE 1,• qR f CF R� 4'p WO CONCRETE SWALE ' p!•� H OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. ;: A P/N• ALL PG a— – ! V' ► C` 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, J ;' 4–L STAr 36 •? r ° ;" GEORGIA EAST ZONE, NAD 83. / I 005 172 E-N,Rp r- r' � �.c' 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AS, / / 0044 R/SfS I A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP, COMMUNITY f / R . NO 135164, PANEL 0001C, MAP DATED: 6/17/86, BASE FLOOD /i / �' _ - - , ELEVATION: 12' MEAN SEA LEVEL, NGVD 29. %; 6. THIS PROPERTY IS SUBJECT TO A GEORGIA POWER COMPANY EASEMENT /� �-' r - ` – – RECORDED IN DEED BOOK 323, PAGE 549. Y wO x,11'°2 ' i W Sr eoc p -- .►.Re , REST©E,��E I fi • o - cp 4,1 ' - - • -- . - . . ,, i .. , • . .. . : t . • , - . . - -:. - --, . , . ., . §,. Z PT-1- . ‘ .: --- - - ., . , . SITE DATA AREA: 4,717 SF; 0.108 AC ZONING: R-2 .z PIN: 4-0005 –12-013 i' c DRAWING TM PROPERTY ADDRESS: 609 2ND AVENUE TYBEE ISLAND, GA 31328 ,1 7 `i • 4 GRADING - ';: . REFERENCE: . PLAN 1. PLAT RECORD BOOK 3–P, PAGE 47. o° w ir, UTILITIES PROTECTION CENTER 0 CALL THREE WORKING DAYS Li ,. BEFORE YOU DIG 6 PROJECT NO:, 070558.. : ` .. °� �� DATE: 01/29"/0$ •o ilif� 8 a r THROUGHOUT GEORGIA o DRAWN BY: CT.R i �, .. 1-800-282-7411 SURVEY DATE: 7/27/07 CHECKED BY: MDC cc I-4 ST- 1U NO: R 10=�5'�' 10' l,i � NOT FOR CONSTRUCTION FOR HA PERMITTING PURPOSES ONLY! GRAPHIC SCALE: =10 0 ---„„mwsw e S V�-] 8 SITE XTN sr/t4.7. I.0 • v 'b . , 44 c 3 1,' iv SE�EIy i 'S' J N STRef T s �� J 0 g • b J� th V �?-') 0 44. z St , 0 z • p O Q § ilt R; i 11.1•4 a( ,t,44 O . Ca) E]S1RET VICINITY MAP ,Sj i �' NOT TO SCALE �,\ x�� N " `� % m vr- a LEGEND q� �\ W Qj o , BENCH MARK �� / i ON W F', • IRF IRON ROD FOUND I \ .4)12 Oo' / n, • IPF IRON PIPE FOUND ��� 1 COT ♦, lur'W 0 PP POWER POLE /'`� NA; T PR6 33R0 / / Q Z Co) SSMH SANITARY SEWER MANHOLE O/ pp„. COTT P 1/ CC / 10� © WM WATER METER N 4�00gGE Cow 48 \ / / /x°�' ro OR ® olieil --OHPL-- ELECTRIC BOX POWER LINE // , 05 `12012 Y lNC I \ f JI .a. c --UT--W WATER LINE / 11 \ DOO STOR / l \ / / I Nile UNDERGROUND TELEPHONE LINE 4 Y PRA --UP-- UNDERGROUND POWER LINE / R£SiOENC£F 1; Il IE INVERT ELEVATION PRB PLAT RECORD BOOK IRF I' 1 \ / *7 14,0 R o, s i 0 1 I E1 R/' o \ TREES Ii F '1♦g•3!"F1 ry 11 \ I _ o. 2.al Rof 0�• l� \\* 1 % j 0 ■o OAK opFRTY ♦ / . PM PALM j / �` / 1 \\ RY o. II"'� /V \��� `�. ` 1 \ /I 111 \ 3CA] Q R // ` ♦ ♦ * © 1 \ j j. j \ ���ISTt'RFO y NOTES: i `�., \j I \ 1. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NGVD 29). o o�� Pr /0• ® / A // / \ No. 11261 2. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. o et!/L0 7 1 \ / / PROFESSIONAL 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, m O Q-N 4, 400' !NG S t �� / OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. 10 3 2 ETg c t'' ♦ ,88 ,.j Y/ / 4. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, ti Q 2 /I 4 qCk USN J ,�O• '� 0' / I `�O FNC►h��a fie' GEORGIA EAST ZONE, NAD 83, o tt.yo / ). j E I -�■���- IRF / yN S. K�' 5. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE A8, ''/3�z�oo ro r ������� / / i I tC A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY 1 / 0 I/������Wa�� l 1 -- – – \ MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP, 4 v Q ��������/��l•>,� / AT COMMUNITY Z\, / LOT 56–A /1� mimmummismirm �`. / /U /// \ NO DATE REVSION NO. 135164, PANEL 0001 C, MAP DATED: 6/17/86, BASE FLOOD 2� / 0 4,717 SF �/����1 �r iM ...1011.74; \ / / ' \ ELEVATION: 12' MEAN SEA LEVEL, NGVD 29. / 0 0 0.108 AC �o � u I` _,_ • V I \ 6. THIS PROPERTY IS SUBJECT TO A GEORGIA POWER COMPANY EASEMENT 7 iro = /� ������f.+�i�3/�� MENU / `• RECORDED IN DEED BOOK 323, PAGE 549. ^^ f/. . 6 A� ����1♦� /����� MET o/ \ ot( \ / .o .5' P ,,�' //� ______Yfi_/M___ _tlir /\ O• \ / co ROPO X I/t• ��m�ww�mrlamm� _x, / o SEO No l�� ]•�1•/ 'I4_______ _wJ // / \ X��O / USA FoOTPR�NT ►� S�, NNE/✓ r. / TOP 10.i 3' \ // q ,//_� t_ rn 't,.. OW If/ �Y / IE(S):1.48' \ o L� 11 • /�/ IE(N):1.61' \ / r T / IE(W):5.73' PP is �/ h ,� 1•�i I / / I to/A� ���► WAN ___►.I ,1 +� I 0 8 0 1 s;o 70 8�i 111 � fi !•���► / I �, /l o I t -.� IPF Lb0NC LII:11 �� ���/7�!"1�► / °o� /• w �.d i ,�/ ,8'8! ` S�TBgok L/N i==���I�:I��► I / 6 a.\ #mot ill 1 ,......7 �.,�//_____� I -4t l: I 1 .col 0 14 `\ 1����1 tx� ��1♦�/�� / PK C NAIL ARN I ' C\17 111111•IIIIIIMI ' '4111111111111111111111111111211111h, J 07 I 't:: criti / 0. '''' fti ■ pt gppRO `♦ ♦ 1� �v �����/ d �. ASPHALT N UNpE k�Mq �i� �� � 11111111111111111M111/ rr,^, / ELEV. 10.28 M.S.L. . z 1 RGRpV O LOCq �/ \ o ,'— •—, v1 �� �GVD 29 � ^co ,.. , 1......ms............. ......52....u...,la C.) / SEE N0 Pow ON OF ` ♦} L1 ��1/ r V A/ ° �i{ [�,ri i / ii°, s . I x �1 !mot o L ) LI NF N�y8 3"yy'^ IRF f / },.! G ,o N/F C PRg vr,4fiD SZ4 \6IP l Il k (n G CE 34\ '' ` gREq PIN: REgI. f8P ''PG -.,sue---J I 4.040sTq f SRP I PP `--. °LSO / I o04q RISES I /1>s I a4 I ice' a / I ��PIM T / I A 4Y / P woo., STO l / / \ Q a / //?ESID�NC�E I / / \ I o >~ I ro F.4 I i • I • I 0W I .8. Z 4 SITE DATA I .iti E-14 AREA: 4,717 SF; 0.108 AC / ZONING: R-2 / PIN: 4-0005 -12-013 / . PROPERTY ADDRESS: 609 2ND AVENUE / TYBEE ISLAND, GA 31328 DRAWING TfCLE: o°' I REFERENCE: °' /I I TOPOGRAPHIC 1. PLAT RECORD BOOK 3-P, PAGE 47. SURVEY 4 to / °.a :1 o UTILITIES PROTECTION CENTER I a 0 H CALL THREE WORKING DAYS SCALE: 1°=101 TrBEFORE YOU DIG ( PROJECT NO: 070558 s� I��I�� DATE: "13{)/07 . THROUGHOUT GEORGIA ci Z V Q DRAWN BY: J?�A 1-800-282-7411 `' , SURVEY DATE: 7/27/07 CHECKED BY: TMR c 10' S' 0' 10' SHEET NO: LD NOT FOR CONSTRUCTION FOR _ 14 s PERMITTING PURPOSES ONLY! GRAPHIC SCALE: 1"=10' o gA v • �� ° O ••■11/4WallIW ... srxTN STRFE : ': 2 :i: 4474,2,SITE 0 -I t-`?_ _ Vie V sii .1a J tu /I ss. ss. 05'-10 0■I jr Co) 3 1 8f tu FNrN S `� I Cop 0; gt II .ki ler T j N/F• TNfiRe 33RD TWO o LI i�l W to - p1 N' 40nTAGECG48 `� CI b aDi r". j 00S -12Mp'1NY --e°p o p f 012 1NC it Lip E 3 'U A F`` // rw 1 (�QZ o lac RE p RgRY / o r�4 0 e� G w/ SJpFIyCE E 0 . b RE RAP 0�, IRF o WM E Fr VICINITY MAP FRr O,F s7 ° N NOT TO SCALE Y L/NER 1`'3,3 b �� ;t. 4> -4( a, ■i.-'\' '' 7 .2 0 A .1') LEGEND \p , ■ wa• IRF IRON ROD FOUND f 1► ' N • IPF IRON PIPE FOUND ' ' .0 �! O PP POWER POLE �7 `S i) SSMH SANITARY SEWER MANHOLE it '. •�i ` �``~ / ® WM WATER METER / `� 4) r?• ® ELECTRIC BOX ' `N - r . ,.. \‘ -OHPL-- OVERHEAD POWER LINE ,. , 1 +�� / --W-- WATER LINE . AT 1 • 1 O ♦ �\ I 1 .. 0 0 \/ i 3,.6. 0 eN/j x: I --UT-- UNDERGROUND TELEPHONE LINE �i a �� `� \ I I --UP-- UNDERGROUND POWER LINE 3Q V <� 0-/ p1NG S4-is, 78 --SAN-- SANITARY SEWER LINE /N.' SACK too '�'••80 J VI l g PRB PLAT RECORD BOOK 0 L h Lis ,'`;\/ ,\ ^ O• IRF i FFE FINISHED FLOOR ELEVATION -.sir 4...., v ;' •�1 � - �► / / _�kr,�, O� / 72 Q Fit■ TREE. � 4. 11�, �, LOT 56—A �� ; < ;` .� ♦ / A Q /7�2 2►i 4,717 SF <\ ,`' � x �\-y ' �'�i� / / I /I ,,V�,// 0 y .., ,t?0 OAK o ic14 O.I08 AC %!, ,<\ /) ' S . P k i W PM PALM :_;�. , �` / 0. ..4.#4 .. ,o ),(1K- , 4., , �.�� RAMF R RY > �' j/�` ti' �!�� I M�1 V• , ,,,, ,‘„„,y A ., \ , , /i ; A \+ FE• 13 FsrpEN � \� �.�> � ,� , l >3 w rT� .. �, f +'�� ^ 'l l.?.y, •2"PVC 1� ,. // I o A* ... : ,. -:,. ..--- .. - . , // F4 9. 0 u ; . , ,,. ,4 1 »O 16"0 0 10• 2 � // /. / IPF ^ eUJLp1NG S '` / / / cn g 718�8� FTe4Ck LIN ' ' , \\it F y��,\( // ! I \ �.1 0-4 P.` a • �• >', J 1.-4 L 4 ^ ` \ OVA O ��� ± �yf �C��\tT .. p! ♦ yam:' '`, ! I c° i j��y�ROkIM,� _ 12 P 1 A FRGROp 0 LOCH T/ �`�'� I\ `` I �sEE NO POwE ON OF ,47...7.. Q • C� rF#6)R G1NE _ >,\ �'' A r h '� LOTS 13 w7Up j > Il o 0 W GARAG N/F• L pRe WARP 7A i 1� t+y E A DNPL, § 0 I _ I / DRAWING TITLE: i � TwosT / a RESOeNc F I / AS-BUILT F I II JSURVEY I 1 NOTES: 1 CERTIFY THAT IN MY OPINION THIS 0 R {,` 1. PROPERTY ADDRESS: 609 2ND AVENUE, TYBEE ISLAND, GA 31328. ORO/,q F, / SCALE: 1"=10' IS AN ACCURATE REPRESENTATION OF THE 2. PARCEL IDENTIFICATION NUMBER: 4-0005-12-013. LAND PLATTED AND HAS BEEN PREPARED �a�st¢a4 4 4G 1 S 7F'T 0 -Y 3. THIS PROPERTY IS CURRENTLY ZONED R-2. c� PROJECT NO: 070558 4. ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. IN CONFORMITY WITH THE MINIMUM * 11261 ,nt 5. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, REFERENCE: STANDARDS AND REQUIREMENTS OF GEORGIA N { A c' OR RESTRICTIONS EITHER RECORDED OR UNRECORDED. LAW AND lS SUITABLE FOR RECORDING. M s P OFESSIONAL 1 DATE: 4/10/08 a,� 6. THE HORIZONTAL DATUM OF THIS SURVEY IS BASED ON GRID NORTH, 1. PLAT RECORD BOOK 3-P, PAGE 47. F c,°j DRAWN BY: JPA N Z GEORGIA EAST ZONE, NAD 83. R 'i) •• 7. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE A8, ��4p Cd'�2 vO , OINE� E�' CHECKED BY: TMR A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY SURVEY DATE: 4/10/08 4i4CK S. 12 MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP, COMMUNITY EQUIPMENT USED: ELECTRONIC TOTAL STATION SHEET NO: " NO. 135164, PANEL 0001C, MAP DATED: 6/17/86, BASE FLOOD ANGULAR ERROR PER "a" = 04" 10' 5' O' 10' t7 ELEVATION: 12' MEAN SEA LEVEL, NGVD 29. ADJUSTED BY COMPASS RULE: 1/1 8. THIS PROPERTY IS SUBJECT TO A GEORGIA POWER COMPANY EASEMENT PLAT ERROR OF CLOSURE: 1/46,000 TERRY MACK COLEMAN g al RECORDED IN DEED BOOK 323, PAGE 549. FIELD ERROR OF CLOSURE: 1/10,000+ GA. REG. LAND SURVEYOR NO. 2486 GRAPHIC SCALE: 1"=10' 0