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HomeMy Public PortalAbout07-0295 Brooks 4 3 ili CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07.10-2007 PERMIT#: 070295 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 1714 CHATHAM AVENUE OWNER NAME BETTY A.BROOKS ADDRESS PO BOX 1913 • CITY,ST,ZIP TYBEE ISLAND GA 31328-1913 PHONE NUMBER 629-6440 CONTRACTOR NAME STEPHEN REMLER CONSTRUCTION ADDRESS PO BOX 13471 CITY STATE ZIP SAVANNAH GA 31416 i FLOOD ZONE i BUILDING VALUATION SQUARE FOOTAGE 1750 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $6,146.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $27.5,000.00 TOTAL BALANCE DUE: $6,146.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,tire, 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. f 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 1 unless work has begun within six months of the date of issuance. 1 Lar:14,42 j 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 ■ EE CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/09/08 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#: 070295 PROPOSED USE: NEW RESIDENTIAL BLDG- SF OCCUPANCY TYPE: P CONTACT NAME BETTY A. BROOKS CONTACT ADDRESS PO BOX 1913 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-1913 PROPERTY ADDRESS 1714 CHATHAM AVENUE '71/ APPROVED BY: /Aril P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org )1 E [T lilt), r t4 c , ) CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW DATE ISSUED: 04/03/08 PERMIT#: 070295 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1714 CHATHAM AVENUE OWNER NAME BETTY A.BROOKS ADDRESS PO BOX 1913 CITY,ST,ZIP TYBEE ISLAND GA 31328-1913 PHONE NUMBER 629-6440 CONTRACTOR NAME STEPHEN REMLER CONSTRUCTION ADDRESS PO BOX 13471 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1750 OCCUPANCY TYPE P l TOTAL FEES CHARGED $6,438.50 \ 0 PROPERTY IDENTIFICATION# C/` 0 PROJECT VALUATION $275,000.00 ENGINEERING REVIEW TOTAL BALANCE DUE: $ 262.50 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: Le3/AA-P-) /AIL P.O.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(c�bellsouth.net INVOICE March 30, 2008 Invoice#20705302 Diane Otto _: RECEIVED City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Steve Remler 1417 Chatham Avenue for Betty Ann Brooks 03-06-08 1.00 hours Site visit,communication with builder and email 03- -08 n.c. Follow up visit. Site conditions unchanged. 03-30-08 0.5 hours Final visit and acceptance of sitework. 1.50 hours @$185.00=$262.50 Total Due This Invoice r-- 22° _ 52 - ( 2° O�1- 03-0 � ^� Qed, •l--c BP 01- 02 C �- 1�` -" 0'.19.erav - T�'�l. fl r o.-r r L Dianne Otto From: Joe Wilson Sent: Monday, March 31, 2008 7:52 AM To: davisenginc @bellsouth.net; Brannyn G.Allen Cc: Dianne Otto Subject: RE: 1714 Chatham Avenue Stephen Remler I concur. Original Message From: davisenginc @bellsouth.net [mailto:davisenginc @bellsouth.net] Sent: Mon 3/31/2008 12:04 AM To: Brannyn G. Allen Cc: Dianne Otto; Joe Wilson Subject: 1714 Chatham Avenue Stephen Remler The grassing and stabilization has been completed to my satisfaction. To the best of my knowledge, this site is in substantial accordance with the permit drawings. Dianne Otto or-1-02g S From: Brannyn G.Allen Sent: Thursday, March 06, 2008 11:21 AM To: Dianne Otto Subject: FW: 1714 Chatham Ave Tybee Brannyn G.Allen Planning and Economic Development Director City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island,Georgia 31328 Phone: 912.786.4573 ext. 107 Fax: 912.786.9539 http://www.cityoftybee.org/ From: davisenginc @bellsouth.net [mailto:davisenginc @bellsouth.net] Sent:Thursday, March 06, 2008 9:41 AM To: Brannyn G. Allen Cc: Joe Wilson Subject: 1714 Chatham Ave Tybee Brannyn, Yesterday while meeting with you I advised Josh Turner of Stephen Remler Construction that the bare site needed needed to be grassed as shown on the plans. Below pasted is a more detailed request from Stephen. Prior to responding I want us all to consider the following: 1) At Scott E.'s lot on Lovell (or 2nd?) near the old school, we just signed off on a swale with the downstream end through a wide landscaped and mulched area. This was not a concentrated flow at that time. I believe that she can utilize mulching in planted areas but not in concentrated flows. While we should offer this information, it is not applicable in the swales. 2) I know we have approved berms with filter fabric with stone on top of it. Such stone being permeable but of a gradation that interlocks for stability. I also remember Rocker's and Chu's projects on the south end using such stone covering. However, I do not want to interpret the "green space" allowing the use of stone. From the"GREEN BOOK" Du Dust Control on Disturbed Areas B. PERMANENT METHODS Permanent Vegetation. See standard Ds3-Disturbed Area Stabilization (With Permanent Vegetation). Existing trees and large shrubs may afford valuable protection if left in place. Topsoiling. This entails covering the surface with less erosive soil material. See standard Tp-Topsoiling. Stone. Cover surface with crushed stone or coarse gravel. See standard Cr-Construction Road Stabilization. In short I beleive that we could: A)Allow mulched landscaped areas at the downstream ends if flow is not concentrated. B)Allow the an open graded stone stone surface as described above if it meets "green space"requirements. Once you and Joe advise I can resond properly unless you direct me otherwise. Downer Forwarded Message: From: "Stephen Remler" <sremler @bellsouth.net> To: "Downer Davis" <davisenginc @bellsouth.net> Subject: 1714 Chatham Ave Tybee Date: Thu, 6 Mar 2008 13:27:32 +0000 Downer, Thank you for talking to me earlier this morning about the job at Tybee. The home owner at 1714 Chatham Ave. would prefer not to have sod as the method of stabilizing the soil. She was hoping to install some low maintenance type of landscaping once she moved into the home. I was wondering if Tybee would accept a filter fabric placed on top of the soil with pine straw or mulch on top of that. If this is not possible, does Tybee have any other approved methods of soil stabilization that I could propose to my client? Thank you for your help. Stephen Remler 2 Kern-Coleman & Co. LLC. Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Environmental Scientist April 1, 2008 City of Tybee PO Box 2749 Tybee Island GA 31328 Attn: Chuck Bargaron - City Manager RE: 1714 Chatham Avenue Tybee Island, GA 31328 Dear Mr. Bargaron, To the best of my knowledge, information and belief, the improvements have been substantially completed in accordance with the approved Drainage Plan prepared by this office, dated June, 2007. Observations preformed by myself and our personnel have found the work to be satisfactory. If you have any questions or comments, please call. Respectf lly submitted, Travis G. Burke, P.E. n Co - Q, 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 it t , inspection Report City of •1-ybee Island 403 Butler Ave. P.O. Box 2./74! . l-vb -e Island, GA 31328 Phone: (9 2) 786-4573 ext. 114 Fax: (9 12) 786-9539 Permit . � 4 � Date Requested I _ - � _ fl ner's name -Br 0 0 Dat Need d 'D� + 2 . ?U0 7. I I r1_ Gen. Contractorlf. hn 1 €Y L�a 1^.54/. Subcontractor � 5 � q Contact Number __-- S k ! in - 1 , Location 114 C k GZ 4'1-\a rr`-- Av e_ . TftSpectr►r _.._. Date of incpectio /'' 2 v'C-i4 .5-, ZOO Type of Inspection r"- � J ' , A L -- ki ilk--1(- ( dam 140.A s� �ktA w,bk),T Pass DV------- �' ,i "\ )''k •-C- ` S c'>r-s ( I 1 1 4) QNss Fail Eill r / 1— 11` —CI 1 sQ L4 K1 ��-2 V k O tit S k to S 5 044„, \--A�_� CA r c -"V Ve v'. S ± N S4 l ( F d 1 ....)' CI OVA ct c-(A//:-/. /4--/e c E-Z EVA i U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 2$,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 STEPHEN REMLER CONSTRUCTION A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1714 CHATHAM AVENUE City State ZIP Code TYBEE GA 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 20B,WARD 5,TYBEE ISLAND(SUBDIVISION MAP BOOK 34S,PAGE 92) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.31.9902°N Long.080.8513°W Horizontal Datum: ❑NAD 1927®NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number6 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 encosure(s) "100 sq ft a) Square footage of attached garage N/A 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 2 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b "133 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 82.County Name B3.State TYBEE ISLAND 135164 CHATHAM GA 84. Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood 89.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 0002 C 06/17/1986 06/17/1986 A8 14' B10. indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile FIRM ['Community Determined ['Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ENGVD 1929 ❑NAND 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 DOPA 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 BFE),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)7.8 feet❑meters(Puerto Rico only) b) Top of the next higher floor 17.9 Efeet ❑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. ❑feet['meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building "16.3 Nfeet❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 7.2 feet ['meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 7.5 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. E Check here if comments are provided on back of form. 4 1 4. Certifier's Name License Number .00 a. i, f�: Joseph A.Hale,Jr. GA RLS#2886 NO.2$116 t'. Title Company Name �' 2 d8 Registered Land Surveyor Kern-Coleman&Co. !,9 Address City State ZIP Code ,°0 ' .P SLAV"'GS 6 Mall Court Savannah GA 31406 Signature / !7 Date Telephone 912-354-8400 A. ���� cleaz.c.. e. G...r_2. 01/31/08 912 354 8400 FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the L. .responding information from Section A. For insurance Company Use: Building Street Address(including Apt.,Unit,Suite,andlor Bldg.No.)or P.O.Route and Box No. Policy Number 1714 CHATHAM AVENUE City State ZIP Code Company NAIC Number TYBEE 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 ESTABLISHED BY GPS AND THE HEIGHT CONVERTED USING VERTCON 2.0. • THE SQUARE FOOTAGE OF THE ENCLOSURE(STAIRWAY/CLOSET)IN SECTION A8.a IS APPROXIMATE. THE AREA IN SECTION A8.c IS APPROXIMATE. THE ELEVATION IN SECTION C2.e IS FOR THE TOP OF PLATFORM FOR THE AIR-CONDITIONING UNIT. Signature Date 01/31/08 Check here if attachments SE E-BUILDING ELEVAVOIV INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and 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 El-E4,use natural grade,if available. Check the measurement used. In 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 0 feet ❑meters 0 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 ❑ above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑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 BFE) 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 (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. G1.❑ 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.) G2.❑ 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 GB. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for ❑New Construction ❑Substantial Improvement 08.Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR) Datum, 09.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 (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 1714 CHATHAM AVENUE City State ZIP Code Company NAlC Number TYBEE 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 01/31/08 01/31/08 f 4" '4 ,� �" `" it , ,¢ : , ,„,.. . -'• VP, , , ,,1-' .',44 1, i .41,1. ife f y .01 - i t , iiii P..t, i ' � 1 In ! 1 111 ii i1'" " ur 11111 I ,,. ' 1, 1 , ,-*::::. '• N LEFT SIDE VIEW RIGHT SIDE VIEW 01/31/08 01/31/08 Vii, %_ : �//,j „j 1 ..�� j w evp f 1 .fl ,o4-4. 0..4 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 1714 CHATHAM AVENUE City State ZIP Code Company NAIC Number TYBEE 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." ENCLOSURE(STAIRWAY/CLOSET) WITH VENT ENCLOSURE VENT(STAIRWAY/CLOSET) 02/20/08 02/20/08 I , . r , . ... .. . • ' t 0 v. . .. . ._. ...... . ......,,,,, i., .., . , 0,. . .. . , �y ". + I ri ENCLOSURE(STAIRWAY/CLOSET) WITH VENT ENCLOSURE VENT(STAIRWAY/CLOSET) 02/20/08 02/20/08 ---- J , r'f F •i _ ilm v r CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 02/28/08 PERMIT#: 070295 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 1714 CHATHAM AVENUE OWNER NAME BETTY A.BROOKS ADDRESS PO BOX 1913 CITY,ST,ZIP TYBEE ISLAND GA 31328-1913 PHONE NUMBER 629-6440 CONTRACTOR NAME STEPHEN REMLER CONSTRUCTION ADDRESS PO BOX 13471 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE I BUILDING VALUATION SQUARE FOOTAGE 1750 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,176.00 PROPERTY IDENTIFICATION# o PROJECT VALUATION $275,000.00 A' /� REINSPECTION FEE—FINAL ELEC. TOTAL BALANCE DUE: $ 30.00 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 unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 14a■a..-_ , ' __L P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org *************** —COMM. RNAL— *****.************** DATE MAR-20-201 K*** TIME 12 42 ******** MODE = MEMORY TRANSMISSION START=MAR-20 12 41 END=MAR-20 12 42 FILE NO.=983 STN COMM. ONE—TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABER NO. 001 OK a 3553951 002/002 00:00:29 —CITY OF TYBEE ISL. — ************************************ —CITY OF TYBEE — ***** — 912 796 9539— ********* MAYOR �, ,43:_I I � Jason Bueltennan CITY MANAGER Diane Schleicher • , CITY COUNCIL Wanda Doyle,Mayor Pro Tcm CLERIC OF COUNCIL Charlie R.Brower Vivian Woods Barry Brown Eddie Crone ./ CITY ATTORNEY Dick Smith 1\"'' . Edward M.Hughes Paul Wolff t' ,y^ CITY OF TYBEE ISLAND FAX TRANSMITTAL SHEET Date: 3/2,0/0 V Number of Pages Including Cover Sheet: 0- To: -Kz.+1,1 X1.1 l f dS Company Name: Cia. -Far tr..% ikraaGt, r� . Co. Fax Number: 3 5-5-- %5'J From: eh ✓5 - Title: C°.c`i YY1 z,rs V.a; l Phone Number: 186- '73 r,.. \ 0 4 Comments: ' you-( (>�r u�z s 4 P O.Box 2749.403 Butkr Avenue.7ybee tsiaed (912)716.4573•PAX(912)78657Georgia 31328-2?49 Ce,tiRed www.cityoftybea.org tit MAYOR 5§t CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL CLERK OF COUNCIL Wanda Doyle,Mayor Pro Tem Vivian Woods Charlie R. Brewer Barry Brown CITY ATTORNEY Eddie Crone Edward M.Hughes Dick Smith 1 Paul Wolff OCTOO CITY OF TYBEE ISLAND FAX TRANSMITTAL SHEET Date: 3 /ZO/b Number of Pages Including Cover Sheet: a. To: 4"a=14A w `ck Company Name: ea. Far r . Bkre act., rs ° CO. Fax Number: 35-5139 5 / From: eh l.(C k avr5e rar Title: '' i a Phone Number: 186- `fs'?3 t. \ 0 Comments: r 'Oc& ( ,R,ec)‘v e . ealk * * * P O.Box 2749-403 Butler Avenue,Tybee Island.Georgia 31328-2749 :Certified (912)786-4573. FAX(912)786-5737 Ethk, www.cityoftybee.org O MAYOR , ;FF .i• tst CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL CITY CLERK Wanda Doyle Vivian Woods Charlie R.Brewer Barry Brown ' / l� CITY ATTORNEY Eddie Crone �fi. y Edward M. Hughes Dick Smith Paul Wolff .- CITY OF TYBEE ISLAND March 20, 2008 Kathy Wilds, Georgia Farm Bureau Insurance Re: 1714 Chatham Ave. Tybee Island, Ga. 31328 Dear Ms Wilds, This letter is in reply to your request on the construction to a single family resident at 1714 Chatham Ave. On June 1, 2007 application was filed for the construction of the structure listed above. Plans were reviewed and processed. On July 10, 2007 Permit # 07-0295 was issued for construction. As of today's date March 20, 2008 this structure has completed and passed all construction inspections as required under the 2006 International Residential Code (IRC). If you should need any further information please feel free to contact me at (912) 786-4573x104 Sincerely �� ♦ , 4 Chuck Bargeron City Marshal Building and Zoning Tybee Island, Ga. 31328 P.O.Box 2749 403 Butler Avenue,Tybee Island,Georgia 31328-2749 (866)786-4573 —FAX(866) 786-5737 www.cityoftybee.org 1 . c • Q --L) :(4 .5-druel .. .:- •.,:.• .: ra:r, a ,(2- C-sar-1. (4 r, 3 0 . Inspection Repoil 9\oAvs - . city oi Tyllee. Island Sr:\ 3 c cD C k A ri,r) '-"' 4-1 '4.11,_i suilver Ave. P.O.: Wm 2-149 \ r7 9 r Owe island, GA .31-,28 Phone; (912) 786-4513 €.,,'it.t. 114 Fx:: (912) 786--95:19 „.„ ....... Permit M rY- ij 1.7 ..• fn .-) ilati--, ft.flpieti:frci 03 0, u) owner'.T. rfi Ft irff:-,* -)I 0 -,',.) V-- S Date Needed n 3 - 0S - oS 1.--_:Alt-D.. C.I..:-m-r,ilt---ici r N(.? ■,r-v\ k€_T- \,_. :.,)r,St . tra atm-447M r t: Cd r -...\-.--7. ..^-, L.... \ec . .._._ .._.) Le catjo il I '1 i 1.....1 A 0 . ir") C. ‘ --,--\ 0 pe'm Dalt: of inspection ess Type of ..(55 pert',I-:;-1 . r.....1 d n c 1 / 2v-i-, -2 \\ .... , _ -. Pass 1.....1 s-f, .0 , , ---4. . ,---, 01 , ec-- . ..__ .......)) -- ':---t-)-. ..;,,,-: ...., ., ...,1 . rawial Fa:fi 1 1 itrawamemi <zpoS e ------V...- 1 1 ""Cs: r, a\ t./-)( cA •• .' . ;----` .- , . . . - . 1 --- -:-:;:::'•,:;•. :::;7‘, .. , „..... Insoct'ieon Report , . . City 0 Tybee Island 403 Butler Ave. P,O. Box 2.749 Flee Island, GA 3:028 Pitcffic.,:: (912) 786-4573 ext. 114 Fax: (912) 186-9539 permit pin.. 0 r-7 - 0 2 9 c nate :14 emeested 02 . - 7- 0 7 ---7), Owner's Warn,. ID V- D 0\(-- 5 - ._... ,-) -. tipPeied Oa - .2 9-(D F. Ger . Co ntrac to:TR e vvi 1 Or 0.-)/-,y.I-- . subc,9ntracto v ry:ey 1-4--. .- ;441'a.- . 9'r-c/ ..._....7---- -El 0 nt4-.:5: Pi$vmbny U Locatio n . , --714 _, .__ 0.f Inspection --,-------7-----____ , ... -„,,,,„. of „,......„,-, i r) ) -■ 1 1 1 1 .. .. . ,"--) -._.-4 ,-',:•''. •''.' . .„ ... .,.... . .. . ..,,..„..,.:• - 011 ... . 'f\ •. • :, ... . . /z,.., ------ Inspection Report )/ 1 „ c \6 City of Tybee Island C L) / 403 Butler Ave. Box 2749 I 5 '`.7 Tybee Isidnd, GA 31328 Phone: (912) 786-4573 ext. 114 Fox: (912) 786-9539 Permit No, 0 -") — 0 2 9 -c-- Date neq!lested Ovvrtier'47. Natilft )3r 0 D k 5 Date N ceded _ oq.. -... F- 0F Gem. Contrt-117: 001 ..er e3rS11 • %Libra ntracto r -L r ,--, PC , Contact Number ‘, e'D 5 k 5 9(_, - i 2 cit 3 Location 1 1 I Lt ak 0 \-,--,-,(1 IN-1 ,,,Acve) • _, , ___ inspector .1 Date of Inspection Type of Inspection 7 e ,....sr2 c_.--V- CO e.\e c • - FA--1 ' -ass Ac 601.-›-rcA,s46,3 up..sr-\-- OvTE:re...7:-.0sFr_4'--, Fail n------ A okyzu-zr-__ ‘.. vvicvv_it._ 4:,ifyibt.z, b7, 0p1 -e.A41()13154 i v-z c -z-,no .513 ■ !i • . , , . . • . , , . ....:-.„.... ..., . ..: 1011.::• .. ... Inaction Report I City a Tybee Isiend 403 Butier Ave.. Box 2149 Tybee Ishind, GA 31328 Phone; (912 ) 7436-4.573 ext. 114 Fax: (9r') 785-9s39 Permit Pio, ____0 il....-_o_.2( _ _ Date Reiviected Owner's flame F a j s Date Needed -- ) ,) -o 3 Gen_ Co ntracto r — Subco ntracto r ' -I Contact Number t.) ._ 5_1"-‘ 5910 - I-293 ._., Location I 1 ( LI eka4c.), r--, Ave). i Inspector '7.4 Date of Inspection W67 t;3 / Type of Inspection Oil___< ,1?- tn o I, e pc , ( 4 ? c A 9,--, E--- k c) rat i ii -0s4713t-14, gill ki-- —T- ut4/44/044-/- .A tie&lec'offf.-_, 0),e,,Y9. ( 1. /.c jAato 7 RN vva-tfa /4691/7c/z) Nit czoos.---110,-2,--7 1-"xeo)1 Dri....Tfril 6 1 LAY-) c lAleci_2-'29_ I I, pleea .6-itz 17f:, -. 7C 071t1641-rogua-/( TzcZ.coelp315‘ 1 7n4T '''vejE-, (--ttE - ' 0 1 -* . , .1 1.b(4-q -AL? 7--, A oc 12T-•r7(c.rt-- L!*-o viE(Z-, l_riA) " OZ, p4 tf --i --).-eJ oA) > A \ 6-241 TEC-V. P4)3/l' & 0L ----\C 1 I'' ) rAil 1 n)i --t-ZIO F641=-4-141C)r, / NJ ‘fk fitLe,- / ' IC;4- //./5 /4/' iI4-Y t(6- //7":(004, 'PZ• , .. -, ,,-..1,i'4' j0 •-: 414 is".-:i•. MI '". '`.-i: • . ::f N ' •■,s, . •V' Inspection Report city oTybee Iskinol_ 403 Butler Ave. BOY 1149 Ivbee Isimui, GA 3132G Phone: (912) 786-4513 ext. 114 Fax: (912) 786-9539 i Perm ar 71 n - Date Requested Coit.linPr's %am,'"' f C.)D 5 nate PiPeded \ ll Gen. cn,iltraCtil 7 0 K- ill\ U.- C r- ' subcnntractor Contact Number 5H er( - ( L. 1 ( /4 aka -(A-sc, el,, )4 ,,e, ctto rt e Incipertr.E' 1 , Typi7 n f f gi5pr...t-tin n — e & 9 00_0 u-- r...... 1 Pass 1.... I r---, I Fait La j i . .- - 1c. 1 1 / //d *************** -COMM. ?NAL- ******************* DATE JAN-29-2e **** TIME 09 13 ******** MODE = MEMORY TRANSMISSION START=JAN-29 09:12 END=JAN-29 09 13 FILE NO.=738 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK $ 3062646 001/001 00:01:04 -CITY OF TYBEE ISL. - **********;K******,k****************** -CITY OF TYBEE - ***** - 912 736 9539- ********* 011111 1111111.ii& 401 4/1101 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan�7 Phone 912-443-5063 C)9-029 S n Location Address; '1 ( 4 eV o s,i\a v.k.7 Akre . Lot# _ Release Date: (- . -c]g Type of Release: .Temporary Permanent Subd Name: Electrician: 14 Elec. . Electrician Phone Number. Owner/Builder: ��- , h,r, } ��<y' Phone Number:_�p 2 9- Op 4 g 0 Location Address: Lot# Release Date: Type of Release: Temporary _._Permanent Subd Name: Y 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: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9.12444=315.37 Phone 912-443-5063 .5 (o2e.qt_ �fl -a29S Location Address: 1 ( 4 l._ a�n o h-, AJC . Lot# Release Date: ( -a. -o 8 � / -�E vH ,p, r v w er- Type of Release: Temporary V Permahent Subd Name: Electrician: o r �- r, l 2 c . Electrician Phone Number: q s , 2 3 3 Owner/Builder: e,-4„ �h, j c 0 S Phone Number: (.p 2 9 (0 4( 4 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: Ctf2 9 CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 01/14/2008 PERMIT#: 070295 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 1714 CHATHAM AVENUE OWNER NAME BETTY A.BROOKS ADDRESS PO BOX 1913 CITY,ST,ZIP TYBEE ISLAND GA 31328-1913 PHONE NUMBER 629-6440 CONTRACTOR NAME STEPHEN REMLER CONSTRUCTION ADDRESS PO BOX 13471 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1750 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $6,146.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $275,000.00 ONE WATER METER(3/4-INCH) TOTAL BALANCE DUE: $ 0.00 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 unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: AA,,Ojktivgj 4 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org s,72- • inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) /86-4573 extension 114 fax: (912) 786-9539 Permit Mn- S natP Reglieqlegi 0- I Owner's Name s Date 14 eeded / 0 I - -2 Gen. Contractor -4(-)91\110‘n OM I e.)-j Subcontractor Contact Plumber D.S1Th (0 93 Location ) Li 11 \( Au 0. , ) . ----- inr,pecttkr_ Date of Inspection Type of Inspection (\ 5 U a,4-- 0 v-) e- , Pass czi, Fa a L'") 4.- •'AZ:, `‘A • • A.11' Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 PoneT (912) 786-4573 extension 114 fX: (912) 786-9539 Pernnt No 0-1 - Date Requested _10- owner's Name _ r D Date Needed Gen. Contractor 1 e Subcontractor Contact illirobe.r 5 k 5-ck) 2 Location I 1 1 einairLJ Avo) Inspector Date of Inspection Type of Inspection r e c 4 - r+1 i r_ 6 Pass [3: Fail LA _ _ • • , . • ; Inspection Report City of Tybee Island 403 Flintier Avenue P.O. Box 2749 Tybee Island, GA 3131 PhonP7 (912) 786-4573 extension! 114 Taxi (912) 786-9539 Permit N.11. (L) 02J c Date ft en tIPSt -1 I O."(q- Owner's Name rpr 0 "D S Date Needed —1111Plimb 7 /0-.2 2- o p Gen, Contractor (2 on ( EX— Subcontractor -- Contact 4jmber 01S- k : 9(c) - I )-c9 3 Location 0J1C4\-10 VY\ Inspector Date of Inspection Type of incpechcn r(-2 (V1 . (' U• r, Pass /V0 Avid d4Y 1 Fait 0 E 1-- (,c $5 77) 0(je_r pbcee d- t- ("Z. gk <70 3 . f,'...•'.1■;•-•-• ••.1, 4:Fi.• • ' • •• • Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tyhee GA 31:118 Phove: (912) 1116-4573 extAnsion 114 FaX: (912) 786-9539 C - PPermit _P 0.2 _ Date Requested I Owner's Name ZIPI_ Lute Needed 1O - 0 Gen. Contractor -0 Qv." e k subcontractor Contact 'ID 9 - ").- 3 i•;,, Location I 1 k 0, • Inspector Date oil: . . ection • Type of inspection . H 9 r Pass r 7,7.2111 Fel „zixs yC L'13-'(.1 rd) '''•:;:t;V2;11:4 .71 •rie , •«•.1. • Zi.v Inspection Report City of Tybee Island 403 Butter Avenue P.O. Box 2749 Tyte !sand, GA 31329 Phone.: (91)) 786-4513 extension 114 idX: (912) 786-9539 Permit ti 0- 0 D 2. S- Date Rent wsi-Pri 29 — 2 4 Ownerws Name (-)ic S Date Needed O sip pkt.v, ( en. Contractor 4?r■"\sz_r- _ Subcontractor Contact Number Location I1. L e Ct44\r?, AVe) Inspector • Date of Inspection Type of inspection r r ck_ . Pass 131. • r °- Fail I .._.... .... •• ''''-') . : :- "L'.;:e..-• -.1;4'1, i - 1 . Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 1-Pboue: (912) 786-4573 extension 114 lax: (912) 786-9539 Perm 0 9- / 3 - o-) it M a: nate ecp 19 7 - 0 -2- 9 S- Rp/ .c.fo ci I Owner's Name e---8r D D k S Date Needed 4 () Gen. contractor To ,tc., er Subcontractor r) P,S -t- k-- ,... Contact 14 umber 71---,,-) 5 k S `-)( - i 2 9 3 r-i k, Location 1 -7 ) 1--: C h ----3----T .. Inspector Date of Inspection _ ! 1 Type of Inspection i --= t•-• .L..) 1 pyi -----\ Pass • Ir....„ Fail i 1 1 . 1 1 • • • `Ji.• • .... •••N • inspection Report City of Tybee island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31318 Phone: (912) '786-4573 extension 114 \ Fax: (912) 786-9539 Permit No. 0 OrDq 5- Date Requested 9 • Owner's Name Br*Oc. 'S Date Needed Ac k , 2-00r) p k e Gem. Contractor v Co• Subcontractor Contact 14 umter 561 - 2_9 3 Location n q "av,\-N ■..) inspector Date of Inspect 1 Type of Inspection lq -P-a-A. .€ - Pass A, Fad .,...,, #1;) !---'41 ..-jettkili-fc.6? ■- h_+;?1,ii II VI 3 Z.,1;:.t.,,..:„in,..'•. Inspection Report OW 01 Tybee Island 4(03 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 186-4573 extension 114 Fix: (912) 706-9539 Permit N 0- 0 '7 a2 7.5- Date Reqiiested 0 7 - 31- 07 ,--D Owner.T7k k4 a IMP 1 3 C ° ° C Date Needed 0 oi - 0 7 54-e 10 La ( r. A Gen. Contractor --p p r-v■ l er- (r3r1 , Si am-rk ratrarto r , n Contact Namtaer s" --., N.1 I (0 — 1 Z. 1 .. 1 Location 1 I L.-} 0. ko4ka ■ Inspector _ Date of Inspection _ Type ot inspecticin vAcs,s, Pass E ----[--- Fait E 1 7). \ ).„,.. .,...___ ..c,,t,,-,...,,_an. :,„,,, ! 1.,,,,•:,• .,..,:,;r , •4?"`X• :".W Inspection Report I oly of Tybee Isnd ) 43 WO ifia:r Avenue ! P0. Box 2749 Tybee 'stand/ Git, 31328 I Pitt:1,1w! (9111 186-4513 euttettsicpg i1.4 Fix: (912) 786-'4539 Perm it hi cl,_ k--) i ( - .1.)2 Li --) Date Requested n-7- 17)5.1;k-ter's rtia fki r! c._D_D :r5 S Date weeded 0:15/___ - 2 (0 - 0 s....i. 0 e 1--Lp c—, Co ntractia r "-- i) vv.. 1 W.-. Subco ntrarto r ' EA....:AAv\a„. "...?) .4,2(-,3c --,--""'"- •,/•— /) Contact Number Location I 1 1 L-4 Inspector A7 Date of Inspection — , Type of Inspef_lion ( .t r\ 0.).-Ji —_(-,- 1 i P. 1_ pi H-in^ • 7 e I 6 Z Pass 1 re-1 =a h-1 ,1 1 i kiornaleani ( // t--",,---- \----\---41) - p :. . ..- ,----- (;);,„` • #-':skl; •, ,1-','... •.,,,- , 'el\i- • -,:i;.'' inspection Report City of Tybee Island 403 Butler Aveaue P.O. Box 2149 Tybee. Island, GA 31328 Phone:: (912) 786-4S13 exteu5iou 114 i x: (912) 7869539 1 i ( ), , -) Permit' No .-1- Q 1 -1 riatP fieque.4Pci Di - I 0 - U I Owner Name----,-.1.) 's 1....)f- ..D •D ..5- • ..-4.e p k.fa ,--- c-.),-, nate Needed CO 1 - 1 1 - 01 Gen. Contractor --TZ ( Vv.. 1 a (...- Subcontractor Contact Number --J--. s k ...._„...) 3_ 7 c9 - 0- -/ 3 Location il I C k Inspector (.1-3 Date of Inspection Type of Inspection ".7). (2IS Pass 27"/" AA'te- Fail E Piel f .... ct 1 reN, Ice . 1 •) i,„ )c , vi (62, , ,. / _ . 1.-. . :..7.L•-At .s,:..,.... i'C'Z'`-:.••-"• ••'''';'•-• I 1 •1•••• ••.'•"1'.' '; 2, I,•',': .2;4•-pf ■ , .‘;22. ••,2-,,, • - s-dt?':,.. -•X / inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 274 Ti i-Y,e Island, GA 31-r28 Phone: f 012) )10.6i-4S/A extencion 114 F-alc. ?,'912) 786-9539 (--, .,, - 1 Permit ftio. (---) I " D2--C:!-C Date Recviest.eci L) 7 j: 1 te;, - 0 -7 --"Ds Owner's Nanie L.) I -3 k S. Date Needed Gen_ rfintractor e--4P__ -- Subcontractor 4 i L ,c A .. 1--- _ ContalTt Number k -7 i 1--1, 0 k 0 +[--,0 eY-N AVG . .11 . 4S-- -)''. (tv --- i 72_ 93 Location s o S k ._,... I nspecto,,- -%---7.7- Date of inspection ______ < - Type oi. ---1---------------------- , _..- . „..? Pass , I: N....1 1 1 1 *************** -COI NAL- ******************* DATE JUL-17 :<*** TIME 15:20 ******** MODE = MEMORY TRANSMISSION START=JUL-17 15:19 END=JUL-17 15:20 FILE NO.=974 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 4435073 001/001 00:00:19 -CITY OF TYBEE ISL. - ************************************ -CITY OF TYBEE - ***** - 912 786 9539- ********* .`s RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan 9-12=944=3P7 Phone 912-443-5063 4�t3-Sn't3 Qf-02,S - Location Address: I 1 14 -t4 a m Asye,, Lot# Release Date: 7. (c) Type of Release; V Temporary Permanent Subd Name: '' II OP-) Electrician: 1-la r d In l e e- t A r Electrician Phone Number: PI 54- '72,33 Owner/Buflder; � -� - r L r j�h h -Br-03\4)5 � Phone Number: [o� 9 (p `7�t' 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: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: Lynn Brennan 937 Phone 912-443-5063 (-1-,3-So'13 Location Address: I r , ��I„ `�ho m Ave, Lot# Release Date: 7- 1-O (o / SawP�(e� Type of Release: _ V Temporary Permanent Subd Name: Electrician: 11 o r r o r, \e e- fi Pt f"" Electrician Phone Number: `.1 Owner/Builder: Q.� n -B r o D S Phone Number: (0 2 (D Li q o 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: I .. .,-,=,:t4,'471,;•,. • • — 1 ..:•,..X..-:.•.11:Al.. :c.;:••:?:"- - •••,,: :--, .°,'; • ••'.•:,1 ' Y,'•••::!•••• •,.;,:c,•• • • :.1 ,. :,4::". / 4 Inspection Report City of Tybee Island 403 Butler venue P.O. Box 2749 Tyliee Island, GA 31328 Phone: (912) 186-4513 extension 114 Fex; (912) 786-9339 t___,Th."--) ' 2 ? 6.-- Permit No_ _ 3 natfk. Retqueegi .....„ ,....„ ....., Owl-tp.r',5: f-47101F1 - r• c-) k C EN•lte Needed L.) / - 1 .... - 07 ,5-4 CiP rg= CM ntrar to r e ry, Q..)-- (/ ,,c4 . sitle,-.-ontrartor _ . CorAact Nurriber c...i . ..c \-- - ,/ 5 9 1 2. 9 0-, 3 to catio of I 7 i I C. I k, 0 , 0 ,1,-, pc,,va . -c—r. I.n!tipPcto ______", • 1 _ ______ Date. of inspection D D-. -, 0 Type tli: I nsr.eci-iimr, „ 1 ---\---- ....) Pass 1 Fail E 1 1 1 1 1 1 .. . . 14e4,i Cons-truc. CITY OF TYBEE ISLAND, GEORGIA' ✓ Z se4, APPLICATION FOR BUILDING PERMIT P (D1- 4S ✓ atsa d<por,-E- o :iii► 17 Location:'°C A-- pA A 1 e PIN# L[- QQoc) - pi- oo4 NAME ADDRESS TELEPHONE Owner (3--.rrytA,.1 & oks Tio3w,. /55 SAS. bA 31.40(2.- 62,9.Cp lyo Architect or Engineer kt .a - col E n.t4A-,J 7 X14 L.L. Gr. S,4-v &4 3 t4 o Qo 35-4- M o o Building a Contractor Cr[-,[',als, 6, K�"'`.tEn. 60 sr. o.� (3411 Cow. {A 3A I Co 352-4g4 G (Check all that apply) ❑ Repair 2 Residential ❑ Footprint Changes ❑ Renovation 17 Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑✓ Other New CoN s(n.,,e_1,•o.✓ ❑ Commercial Details of Project: (c,psi-.«- nit-w wove . &-v> 3 4,t-t>n4ov.", , 21/Z i>n 5.14 Ed f - ;/ /Z,ES;Jan c . Estimated Cost of Construction: $ Z7s, vc o. oa Construction Type C ( ' (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: K Es cc- Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms 3 #Bathrooms 2 '/2. Lot Area 5 4041 Living space(total sq. ft.) in so #Off-street parking spaces y Trees located &listed on site plan N Access: Lore AE Driveway 21 x 2► (ft.) With culvert? N o With swale? N o Setbacks: Front 2o' Rear ,o Sides (L) t o' (R) to' #Stories 3 Height 33' 7" 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 appurtances. During construction: On-site restroom facilities will be provided through 70.4ys Tfla On-site waste and debris containers will be provided by 5;,,,v4.4-v26 \kfAsie Construction debris will be disposed by S;cwaiv1u utsk by means of 2o1(- off JOIN()SfYL • I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA 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. Date: w,.,)E 0, 20o7 Signature of Applicant: .d • Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? — Street address and number: New Is it in compliance with City map? If not,has street name and/or number been report( r FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) _ Access to building site _ Distance to water main tap site _ Distance to sewer stub site _ Water meter size Storm drainage Approvals: Si e� Dat FEES Zoning Administrator To/O 7 Permit 37(1-5-16,-°°�� i Inspections Code Enforcement Officer ✓�1���._ D7-g-D? ca Water/Sewer % I • J , o Water Tap 5� Storm/Drainage �:, � �a v iref/ Sewer Stub 650 .°" Inspections �:� Aid to Const. 72 op City Manager I 6e/Z ,D_Deor° 41), S-0 c,ps:4- # n 8 b TOTAL 6.9 o�-I REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person,unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: grisheJ 1` 6N cr. Project I.D.: j 7 f 4 ( + t . A,/c Attachments approved by: Date: ---- -c.)Lt , 7-dc1 PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: q C '{ A.Jc l Owner's Name: je;7\ A-Y'X\ Ermks Address: I L1-1 i [t JI 1/( Contractor's Name: S I _ y., ke 61 Y NOTE: Any alteration to City owned streets, curbs, sidewalks,waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with uch provisions. Description of alteration: ►A∎,,1`lioil rN t- mfr. A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Date Owner's Printed Name Contrac ors Signature Date St (3■,.. RE wit,- Contra tor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer / Date • Drainage 7 �� `77 ��vL Date 7 7/ 76,--2 CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: I 1// C J Q y,h de , .64_Owner's Name: /t a/---\,.)jA, j Address: )1 J c i,d-H o ws /1 1)@ . Contractor's Name: S-� red P,c,,,, Cam,, -°��(cf 1" This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. If BFE 1__.-� Acknowledged and agreed to thi day of ( iLi pi P , 20o-7 . ig‘O 71 0 / •iner/Contractor Signatu - J', t ).s_ _ ii.. /; ,,A - •caner/Contractor Printed Nam--, / \ STATE ENERGY CODE AFFIDAVIT Location of Work: lqi-2 L Owner's Name: y1),\_ siEr4, Address: I Li C -2 b© Gam. Contractor's Name: J' J ,,r,n, P vv)6\r" This letter is to confirm the understanding of the owner I contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. - - 07 Owner's gnature Date Owner's Anted Name 'Que — 0.7 antra •r's Signature Date _as 161 Contractor's Printed Name CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: I l.(1 1 c -)1,1„0 Owner's Name: /4 Y‘Y1 16 Address: ) 0 C czi L`l w, Contractor's Name: VerfLE,A, y,,,, )e y- This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Owner's Signature Date Owner's Printed Name gat i- Confractor's Si g nature Date ,S4 /4°_,/..-1 kr:41A)e_kr--- Con 1 ctor's Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: lq l 1 1 CQ, ifr1 Jib\L----) Owner's Name: ip L, , y,cX'a'"tit' Address: tD /dict iy.,,, Apy L�f___ Contractor's Name: Site ,,,,„ k, k A,' List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company k a ,Cyr Ekir )C Business Type t, C7Y'7 C , Address License Number Contact Person Pci - Phone Number , — (V /� I kyr,\)_2. Company dflc(- r l 1 r` Business Type A,,, - Address License Number t Contact Person P Phone Number D3 0761i 3. Company tb ,l I Y) a i f,- Business Type ,., Address License Number Contact Person'A 1,N, u I, ) Phone Number � ' -� a,c 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 TeL (912) 355-7262 Fax(912) 352-7787 davisenginc©bellsouth.net INVOICE July 9, 2007 Invoice#20705301 Diane Otto City of Tybee Island r:r"° t,R; _ i,'x P.O. Box 2749 ". Tybee Island, GA 31328 7• 9-0-7 Phone (912)786-4573 Fax: (912)786-9539 RE: + _ 1 '114 k a-) ha v+. AVP.. June 2007 1.0 hours Review and comments with Engineer July 9, 2007 0.5 hours Concurrence letter(2070530B) 1.5 hours @$150/hour=$225 Total Due This Invoice 2 -2_ D - S2 - 12 02_ DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc@a.bellsouth.net July 9, 2007 r F-;, Diane Schleicher, City Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Steve Remler ¶1}t7 Chatham Avenue for Betty Ann Brooks Dear Ms. Schleicher: We have reviewed the latest plan stamped in by the City on 07-06-07 which we are returning. 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 contact me if you have any questions on this matter. SincerreJy, Downer K. Davis, Jr., P.E. President 20705308 cc: fN t oc 1 W Guinan rag'G i Vl J Logged in as: davisenginc @bellsouth.net I Sign Out Web Yellow Pages Maps Images Products Site Search More » Search the Web: iu H � C10 08 C' Home I E-maid I Address Book I Calendar I Options I elp Monday,March 10,2008 Compose Check mail 57% of 500 MB INBOX Message: 17 of 927 < Previous Reply Reply All Forward 1 - Vii` Move to folds MAILBOX ' Report Print INBOX Delete Close davisengin..south.net Spam INBOX 87/927 Drafts 0/3 From: davisenginc @bellsouth.net > Save Address # Remind To: G. Allen Brannyn <bgallen @cityoftybee.org> MailGuard 0/0 Cc: Wilson Joe <jwilson @cityoftybee.org> SentMail 511/867 Subject: 1714 Chatham Ave Tybee Trash 0/3 em-pty Date: Thursday, March 06, 2008 9:40:39 AM [View Source] MY FOLDERS add/edit MY MAILBOXES >> davisengi..outh.net >> downerday..outh.net Brannyn, Yesterday while meeting with you I advised Josh Turner of 5 » Message Center Remler Construction that the bare site needed needed to be » Folder Manager shown on the plans. » Mailbox Manager >> Address Book » Calendar Below pasted is a more detailed request from Stephen. Pria » Options responding I want us all to consider the following: Help 1) At Scott E.'s lot on Lovell (or 2nd?) near the old school, v off on a swale with the downstream end through a wide Ian mulched area. This was not a concentrated flow at that Um' Tybee believe that she can utilize mulching in planted areas but no Find Tybee. concentrated flows. While we should offer this information, applicable in the swales. Get Zoos Best- 2) I know we have approved berms with filter fabric with stc All-Around Family 5UV- ) ave a pp Edmunds.com it. Such stone being permeable but of a gradation that Intel AT&T Webtunes stability. I also remember Rocker's and Chu's projects on tr Webtunes Basic is FREE using such stone covering. However, I do not want to inter! for every AT&T customer. space" allowing the use of stone. AT&T Games Channel Play some fun games for From the "GREEN BOOK" free! Du Dust Control on Disturbed Areas http://webmail.att.net/wmc/v/wm/47D532BC00061 F3 800002F8622230682229B0A02D20... 3/10/2008 PI i CC t w evruau rage L or.3 B. PERMANENT METHODS Permanent Vegetation. See standard Ds3 -Disturbed Area Stabilization (With Permanent Vegetation). Existing trees and large shrubs may afford valuable protection if left in place. Topsoiling. This entails covering the surface with less erosive soil material. See standard Tp - Topsoiling. Stone. Cover surface with crushed stone or coarse gravel. See standard Cr-Construction Road Stabilization. In short I beleive that we could: A) Allow mulched landscaped areas at the downstream ends if fl concentrated. B) Allow the an open graded stone stone surface as described a "green space" requirements. Once you and Joe advise I can resond properly unless you d otherwise. Downer Forwarded Message: From: "Stephen Remler" <sremler @bellsouth.net> To: "Downer Davis" <davisenginc @bellsouth.net> Subject: 1714 Chatham Ave Tybee Date: Thu, 6 Mar 2008 13:27:32 +0000 Downer, Thank you for talking to me earlier this morning about the job at Tybee. The home owner at 1714 Chatham Ave. would prefer not to have sod as thi http://webmail.att.net/wme/v/wm/47D532BC00061 F3800002F8622230682229B0A02D20... 3/10/2008 A 1&1 w evmau rage s or s stabilizing the soil. She was hoping to install some low maintenance type of landscaping once she moved into the home. I was wondering if Tybee woul' , filter fabric placed on top of the soil with pine straw or mulch on top of that. I possible, does Tybee have any other approved methods of soil stabilization propose to my client? Thank you for your help. Stephen Remler Change your options to hide images within all messages. Reply Reply All j Forward w Move to fo r,v Delete Close Report Print INBOX Spam Messase: 17 of 927 < Pi Check E-mail Compose I Folders I Mailboxes I E-mail Help Logout I E-mail I Address Book I Calendar I E-mail Options AT&T I Advertising I Help & Contact Us I Terms of Service I Copyright I Privacy Policy I Acceptable Use Policy ©2008 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. http://webmalatt.net/wmc/v/wm/47D532BC00061 F3 800002F 8622230682229B0A02D20... 3/10/2008 I k'l 73,'------ • a+ cl ::( I ti‘' --/- S § '', . • • 4 - i 1 WO '= ( 12 ;• VARIES • cli E.' 8 'Z' "P4 1 fri ,.,-, t i ° '•31 V 0 if g'''' 2 01 \ \ \ \ \\. D.i5' to 1'\. \ z V /\/\ \ § 4 tr e 1841 S„„7, -2'g 134 i 1 1.1 n .:- ! g.a ...,, .A.'-,''.-" ,, .. ,■'''' x,\'''' A.'c' I / I i A ...--liZ\ \\ 7 \ "..":"1:...----.:\------ ,'1 • j kd •I---• --, t w A,4, • ul a 4 VICINITY MAP / GRASS SWALE CROSS-SECTI NC:■., r1-71- CI ; NOT TO SCALE CD'''''A 4e3.apo NOT TO SCALE 2223_, / •:' .••• 4'42:44140? 4r47471:54•• 1...4 8 8. LEGEND ,(\ / ,K '' 0.0A? '\- , LI) BENCH MARK 111 . C4.4 4k 7'3 ,,,,,,, • RF RON ROD FOUND • PF IRON PPE FOUND •.,=.,-..‘1,1TIONI ..0., ("'. i _ i . 4. i 0 j.,x , 0 IPS IRON PIPE SET lit WA g A kj • • CMF CONCRETE MONUMENT FOUND PROPOSED co .N ,••••• CD l'I' 11 B GI GRATE INLET '\ ‘1•••' sigitt, ,v.,, OVERLAND FLOW ,,.•'* * `,.... ,Pl• . 3 1 l' .,4, PP POWER POLE DIRECTION, TYP. " -•., OW GUY WIRE 0 CO SEWAGE CLEANOUT ••• • t■il Aik.PROPOSED c-4■■ ^,b '0 1-;,IV It:f°.‘''')..1,..Lc .•.:;:i.:-1:. (19T - P 0 IP 7/5 ) 0 WLAT WATER LATERAL .Z• • 0' 4 GRASS - ,■••` R at•Afto Lor' ' Co; SSMH SANITARY SEWER MANHOLE ... • SWALE-\ . 6. -46,-;-- . -r-c■goal 714 "-0... . • . . )0- FH FIRE HYDRANT qo ;Tr 4 s . IRRIGATION CONTROL VALVE o A44- ,,,dkA, . 242 r,I,Ant, . , , b'' ' ,`? c WM WATER METER Z 75•.. . •:: • ... i •*. .`,' -'--------- ',Po:, • "<';\ 4.6 .27P:Ift°42C1V44r#71°E /I/ .1 ii<o• q - --OHPL-- OVERHEAD POWER LINE gil --RCP-- REINFORCED CONCRETE PIPE -4R' WOSED SILT // --w-- WATER LINE ;IT 0• . ...I.- .. --.....,..Ss FENCE, / / I f 6 - ,G,__ UNDERGROUND POVVER Z / • ' GRAVEC . • `:i? . ■„„...._*•4/47, --UGC-- UNDERGROUND CABLE PROP• OSED °.'''' •• ' ,• ,.. s •.'• SPQT ,,43 .."..•••••••••■••..........:::.?°GA- • ..., 04.e•• 0 i / - •• . ,o9%' 1 R/W RIGHT-OF-WAY 7 '`N -------"---t,•■S' • • .: 4=44 ".,,, <"' . .• A/C AIR CONDITIONING UNIT .• • .• • • ,ELEVATION'' ,.,'-'• • : •'' • • I .• ••• • • 22"PECA OW . ..0. ,._ .....,_ 4- kibir ihwilltik. ,..,,,_ ‘e■// • . . ..• • .. i .GUY RCP REINFORCED CONCRETE PIPE ____-7---,, / / 1'84141Th.i..--.,, •••••••.------., '''*e, 4.%// 70" • • HDP HIGH DENSITY POLYETHYLENE(PIPE) 7a,\ ' ,„,,, 0 s,,,,. • IE INVERT ELEVATION ,S ICY 1h .•• •••• •,-, O "s'Accloc ,, -----...., 7.W IA ti I pri li IC v i -..„, / / ,e,,• '*GRAYEt•• .• DB DEED BOOK •• / i . . . • PRB PLAT RECORD BOOK 7 p. 41 •••:... .. . .w ` ,- .-____ P' .-1., --......t , • • . . ... DRAINAGE CALCULATIONS :a 5MB SUBDIVISION MAP BOOK Z • • „ • PIN PARCEL IDENTIFICATION NUMBER ".""..""•••■.„...•••••••---■.,, 1 1 1 ''° • . BFE BASE FLOOD ELEVATION Z 0"PECA 1•----- itt4OEP 1 • . Ditch Capacity Calculator MSL MEAN SEA LEVEL CA ',Po- C1 0 b'.? • , .. .940-6",,..1, tor,,„, '3 , ••• ." .■ ,• using Manning's Formula ' t . •• • Z • • WATER LAT.RAL 41;Papt•-45 449••Lh..8 Existing Grass Swale-South Side of Property I TREES ,... ••••••.;1:. ''''' • ,,c3. . ive !.1.06-4..• • • •• 41 0 LO LIVE OAK 4 a • ---,....- -wok 6...,, :::-"..:11:11107,,,,,)1/ , (‘,. i.ipid::w, 1 .•.• Top W,:lothh7153,efe.et, Bottom WIdtn= 0 feet 0 OAK ..• ,..• •••• "3 •••• PROPOSED : • ' q„. g HA-' •H`?. • PROPOSED 4.. R 1044%,,,,'.. / . . . .. . .OVERLAND'FLOW Fall= 0 42,feet per 50 feet oId istance • 44 0 PM PALM c., a? 4$44111:40. /I • PEC PECAN ....., . ... ••• • .• • • A.DIRECTION., •• In RESIDENCE s. ,.• _. 5"HOP 1 •. • co'. Grade= 0.0084 or n Factor= 0 40 0 8% ,-.. . . r • ,.................. I • ,. 7.• i' 1:4 IPF• • ..... • •• • . •• .1/4 ..1 ) • .... .. ..... • • . "RewIts calculated • • ••411. ' ,• ' 4/100 // - .1 Z 0 1•W EXISTING OVERLAND f tr,7,11144.17,-,-.:-4,1* -6- ---/ Area of cross-sectIon= 1.95 square feet CO • • • •• .. • • FLOW DIRECTION, TYR. ,X1, • kr 4.,'ION, - I W 4. © •• ' 49.4 ,•;4•!'0.:44'.4.V. I Wetted Perimeter= 13.01344 bet ",'. *---m.Y. p. ,-- • 47s.......tk eibt4,44.11:now... Hydraulic Reams= 0.14984 0 NOTES: ....... r.i.i.4.00.0444044711,t '''.• 7/.• Velocity= 0 096 feet Per secend .1 ..! (411 ,. .• • 7 EXISTING GRASS . 44V.,4. I.0044.4041.0.1:119.0.0.0.0.0.0 -* W-. • SWALE f.:4:4444.7144.:44.41.7t.:nee' . 7 '• . i 11%,r4cel 1. PROPERTY ADDRESE 1714 CHA1HAM AVENUE N7-",... 1 ........-'••■ ..... Calculated Ditch Capacity. 0.4 cubie,feet per second .. • •1:!...„. TTBEE ISLAND,GA 31328 •,, • •• • . •4 ••••••'21V IRE hltifig44ir .. ';/,::.• . ''S' 2.PARCEL IDENTIFICATION NUMBER:4-0009-01-004 • • • • ' • .. . ...... ... 3.THIS PROPERTY IS CURRENTLY ONED:R-2 • • •wmp ..,6-,, .. „p‘ •-> % •,;• ...:1,:•■ :44•:•:•:•:•:•:•::::::ttlf• • • • Post Developed Draina•rte Oa.lculations. • ,• . ,•• .•• • • • ,o9''\ '\'',,...., 4.BASED ON MY OBSERVATION'THIS PROPERTY IS LOCATED IN ZONE A8,A SPECIAL •,•1.1.8::::::IL:::::::::::49:444 , •• .. •• South Side of Lot 0 06 acres FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT . .. . . •2"PALM .•••••••• ' • e AGENCY FLOOD INSURANCE RATE MAP,COMMUNI1Y NO.135184,PANEL 0002 C. ' .•. ••' li# . .t''''. •• • ' ‘ H i4iiiigiiiiiii7!4, '''. • . . . - • ,o••' b?.?' ''' .144L MAP REVISED:JUNE 17,1988 BASE FLOOD ELEVATOR: 14'M.S.L.NGVD 29. •"• •'• °POSED GRAVEL TQ:...1-'10 mins t 5.1HIS IS TO CEFFITY 1HAT IHIS SURVEY IS BASED UPON DM(S)OR 01HER ,o' ''''x PR. ,SED SILT ,,,?, `;= ,..f. , -.344110.4.4 t M 1 . CONSTRUCTION DOT I forer.25year 33Inihr' - . ' ' . ,,!,• W 1:411.1 DOCUMENT(S)FURNISHED TO THIS OFFICE OR DEED(S),MAKS),PLATO)AND/OR • " 1,\' ar . . :, - 16 PALM FENcE, •-„ <-,, ,;> 4"OAK, ••••.--- - •' A . 0 06 acres CHARTS LOCATED IN NE REGISTRAR'S OFFICE AND THIS SURVEY DOES NOT MAKE .. ANY REPRESENTABONS,WARRANTES,CR GUARAN1EES AS TO 1HE LAVERS/11P OF •i 7,H•,.••• . , • .... 41111111,.,.1:*-: .-..,,,,, Qi. •••......,..,111. 1_ 1_ 04._ _ . i• b'' '-'•••- •--\ * C= 0H5 gz, THE LAND SHOVIN IN 1HIS SURVEY.1HIS BONG A LEGAL QUESTON WHICH WOULD - • .v, AO. . "„N‘lir-. • 7.-;?---__ •••L ..P....t, , REQUIRE A TILE DCAMINATICN. .••••.•:- " 0=CIA= 0.20,CFS 0.1) G.ALL ELEVATORS BASED ON MEAN SEA LEVEL DATUM(NGVD 29). ,0••"\ o'3''''• o''' • • -11111111"Hin.rilir \ GO4 ,••• Itif .. o -.4R'' / -..-'-• •• ..ti,••••'',/,kt. * ''''' 7.ALL BUILDING SEIBACKS ARE TO CONFORIA TO LOCAL ZONING ORDINANCES. I Therefore the Existing Grass Swale has adequate conveyance cb ,P,,,GC 15,/ .. .1.5 1 44 PQ 8.THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,COVENANTS,OR ' „„`b• _..-„.--%"- -F ,;1••••"-- / •• t...441) RESTRICTONS OTHER RECORDED OR UNRECORDED. ..-.• &BOUNDARY WAS TAKEN FROM OTHERS AND HAS NOT BEEN PROVEN BY 1 Irlf ••••• so--„,,,,-)cy (F/c0b / •••• ,°• b. 44 <;\:., 'SI KERN-COLEMAN&COMPANY. ,,_PANit tor 20, . NV. ' I, Ditch Capacity Calculator 10.1HIS PROPERTY BOUNDARY IS A COMPILATION OF PLATS DRAWN BY OTHERS AND IS hiSkit"oar 804 7EtrA •• • using Manning's Formula o NOT THE PRODUCT OF A COMPLECE BOUNDARY SURVEY PERFORMED BY • ji co. '•••,:k,' I MAP 'kV t O.% . KERN-COLEMAN&COMPANY. ti 20131r P4q. .4.,.. Proposed Grass Swale-North Side oIF roprty 02:42}0.,.._ 't/24 Gt..,7•7 / • . • •• <' (e•44 I IV .'$'1-:-.201VIA‘4,C 48-142 a.-461.7Srnit Top Width is 6 feet 0009 ii, Cc% --,v04,240. Bottom Width= 0 bet 'h' / / • ••• • •• (9.33 Depth= 1 feet Fall= 05 Net per 100 feet of distance / .'GRAVEL.... , ‘.35 Grade= 0 or 05% _ PI / .• '. • ••• •' • n Factor= 0 40 1,1 ./0 . ,., I Results calculated 1 • to' 6 4° . . Area<a cross-section= 3 square feet 4 . , .. 1 „.., A Cr,z , Wetted Penrneter= 0324555 feet Hydraulic Radmis= 0 474342 .0 - 4 REFERENCE: , 43/ $ .., •..• •• Velocity= 0 160 feet per second L DEED BOOK 302 T,PAGE 261. i r ,b% (Pr / Calculated Ditch Capacity= 0.5 cubic feet per second 1 DRAWING TITLE: 2.MAP BOOK 2,PAGE 7&& ' ,C)* .,,, o• .19 3.HISTORICAL MAP BOOK 4,PAGES 149&149. / °' ,! ,,,,, g (,..os Post Developed Drainage Calculabons 4 DRAINAGE IRE -----. / ,,..-sY /- gi• ,''' / Nodh Side ofLoi 007 acres / 4;00 PLAN ..,_ ........_ -._ / / i CI=CIA CO UTILITIES PROTECTION CENTER 1 .... .1 .CI T.A,ct:2150yme ins ar ararm= 7 33 inThr 0 0;acres SCALE: 10=20' CALL THREE WORKING DAYS -...., ...... / 045 6 PROJECT NO: 070419.000 BEFORE YOU DIG BENCH MAMA ••••••••••••.„........... / , / GRATE INLET TOP:4.65' 0=CIA= 0.03 CFS THROUGHOUT GEORGIA eP 74 AO 1E:2.91'(NORTH ,..... Therefore the Proposed GraSS Sv•oale has adequate cenveyance 0$ i DATE: 06/2007 MAG NAIL IN ASPHALT ELEVATION■8.82'MSL ....,,,. _ ) Th / 4, IE:2.28.(SOUTH) ■•••• • •.... 1-800-282-7411 NGV e.D 29 • •49.77f.„ / DRAWN BY: TLC 1 i 14, NOT FOR CONSTRUCTION FOR SSMH -•4 ______4,6„, .V.,,Ir •*2' IR / SURVEY DATE 05-24-07 SHEET NO: TMC A 0, PERMITTING PURPOSES ONLY! TOP:6 57' 1E:-0.28'(NORTH) a- g ,,.. 20' 10' 0' 20' 1/1 ••}1 1E1-0.2“SOUTH) IC-0.10.(EAST) •`- 0 o IE:0.59'(WEST) a GRAPHIC SCALE 1''=- 20' 0 •. ... _ ... , `- , , •-.. ........ . 240" Cti:IQ 3 .,-.53 ::.:* _.. / :5 CO .;-: ?'\': . ' '' •,--- 451•"0" e'-o" et-0" . ptsrk-,,5,_ !„,9, - ,0 41 _ -WO 0111.1111■•■•■•*MO 401.4•10111101011.1. r (2) 2x10 (TYP.) --- ...CI - v<C7: • 0 r*;:117 ..:1::;;:',,H',j-:'4 0 el l'i ,‘,4'' re P 0 0 ZJI; LIA W--fe ai z•.. Ca fs i¢ 7,11 ,t41-,..c-' N. \ \ • • ,41 •Ikk 1261 k 0 C° CDI-4 (3) M a? • % / ,. I *.< ril c° i . . 1 11411--,-740, I \ = (4 / t 1 to %..- - 4: zw,LS 0,,,L,:,,,,, :r . 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LI; I t 1 ail. ., . „.., ,t, 1 ,, 1 , , I. . +- - I , 1" ttk --- VERTICAL 1x4 / . LATTICE STUCCO rim. STUCCO FIN. FUT1JRE STAIRS . RAISED A/C DECK ve,2--,.,./.,-Y"---'2 - ` .,,,,, 1.----.2"-“2(11 :::••:-. 2ka',.'-'=.•1i FONT EEVAT I 0:\I .EAR ELEVA I ION SOALE I/4" = ' sgsmm:.:'n=::r::;:::;;::-::'c-li:Ffi't-co:),-,.:::\f:., ;.',,,,,,:li;:::1 ,c:7,::: :,-,,::::::.--1::::„.,:t,t, SC/ALE /4" li',,v__,,h'liar,,jlbpl-eoz,:;;:,'Lytlpz:L:,,\„17t.:tP, 5.,rig:L::Fi:sti:ttt:Fo.. .17:..z_,:_,,,,,l ;.-,.ri,,,,:c,?,_ci rfirao . . POSIITE AND WEGAirdc, Pasi,Liora,, SPACt', OELOV\. ROOD ELEVATION tA,E Hydrostatic vents required to relieve water PiSSIRO i:14 •. enclosed space below flood elevation. 1 square inch d . vent required for each 1 square foot of itrir km/. Bottom of vent must be within 1 foot of ite gfsCe Sect. aacri edit sh.eeRmsr'.c 1,03 br ieual ii irch5e0a:n3i e6H3s4A:grNaui nD;rhdPse:ialgaLi hiSsdt 6.t aes qinir more I 2S-04!ih3UE:11Dos.nabove i 1 r tali 1Ss elevation. Vents must be placed in-oppos&e va,Ts permit water to flow. Largest opening permitted is 4 All IDDLIIMIOKI milst-s..t comply with'rho azlik---41a- ALL CON.-A-TRUCT VON'-,'WT COMPLVV111111iti State norgy Ood-0 .aa20 Edition .1t. Fi60.3 to-.2.3,,t_AMD THE MC NE AA II-,0 DATE 05-113-01 • and State of aeoTeta Amendments FAMILY MELLING CODE 9--A)P FiDATON AND STATP OF OROA AMEivtDDIBITZ OF 10 , igiN Kern-Calernan & Co9 I Lc '''.., 1,,.,,. )(„f.,,F,..c..7:0014 IA Court / Li• • .. -1.4—‘•• 5hone:912-354-8400 0 Fax:912.3.,4.?2.:E I Z . • •. 0 r4 . .. • rzi . • . .. ,...,.. cf) z co - i 0 ci) Cl) cv ; ‘ ,.; . ,,,,.... ,.., t ,r TEN OF THE a.':,,i".'' ';'r- ; , ..,... . tiPPoxl )1qt: c ,...;;.i..., .. • :- '.' • • .:!. ,.ir9gP 4ai.1.6 () M: .,:.,‘. .. .. .';•F-- ',.4;•2p,.... ..,.. r, ••. • „., . . : ,•• . 'PE.,l 'C4i..', E;-•,,,--,,,,, .. .,, „ ....,..?-il•k.I.5.OT41:-.: 1-.1 02 E4...N. .. .?. : .. , .0..... ,..., ..., .., , ...r, . . PROF a .. . • 'Clitr' .. . '....,.... ,... '" . 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I .. ,.. -. . . 1 ,... 1 i a . . ....% . , . . . ••••••• ; ; . ...:.-.,•- g ' I I • ' il I II 'I r. i I ..• .- •. b.. , • . I ' • ^. ... . ... . I .•:: • .....- - I g 1 ti .. -. 1 -.• . • , . I 4. . .......... 0 I i 1 . ,:% :• . • I , , , 1 , •.: - 1 . li ,.,....- 's' " — ' 41 ' 1 1 • .. ' .. • ____-, _ -_-, ,- . . , . . ..• •• 1 ' . • • , ._._ VERTICAL 1x4 ' LATTICE STUCCO FIN. Sect. R-311.5,6 HANDRAILS & R-312 GUAADRAI V L6 • 1 OHT E,EAT I ON ALL CONCRUCTION KUST COMPLY MINIM Stairs more than 30° in height require 34133' itandtab SSIONDTI--1E IRC ONE AND TWO Porches,balconies,ramps&dociw MOre than 30"abovU FAUILV DWELLING CODE V--waEDiTION grade require 36 guardrails, SOALE I/4" = I I AND STATE OF GEORGIA AMENDMENTS Largest opening permitted IS 4 • • . • SPACE ir,LOIA, FLa`...•Z fiL2VA-TiON(A -Zorio) - All limulatIorKs must Hydrostatic vents required to relieve Water pressure in comply with Tho Georgia enclosed space below flood elovation, I square inch ol State Energy Gods vent required for each 1 square foot of floor ma. . ______ 2•0_,___2diiiOn Bottom of vent must be vithiri 1 fit t the yado and State of asorsile, Arnemdmti?,g epleervmatitio DATE 05-If:-0-1 tn,v.ateVrenttes.nielu‘a!f?,e plasol iP.1 oppes,„ m,ltts to 5 or 10 ,........... . • , • . • , :.7,.. Pratj 11::::oi:vancrius:7:1401—... : . . 71 0 mr4 ,.. . , . ir Kern-Coiernan & Co.,_ is.i.,c Cn ZP" ) •-hone:912-35A-4400 0 Fax:912-2E- ' ' ' •. . (..) a9 .. .,,,,-•••-•SIONAL GiNEER SEAL i,.*:,••:,-;',,::.::-' . • :• .'•;17>t.1.•;TURAL ' 'STEM OF THE:-;•••'- " ' : <1 niliv4 6 . .' ,....... . ._, . . I • • . : .CO-1E'; WIAILS ON TW.„: I ' ' ' . . ....--, ...• _. .,,, .•!:-•. • •••:'-'.1:1 (IPCtat.i..V ... J.:?:.: ;•., •''• • , :•,t.:•-::..I.,_tz.t.t!Y Ot:C.11-1E34:-.' 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'--.. • .....• ' 1 1 - ..• ‘) . 1 1 !I -s• . • s • • ' I -......'.'"• Z4 T .., . .•, 1 1 I ii 1 i ... . . , 1 -• 1 i 1 1 1 1 1 1 1 .• ri , 1. 1 ...- - i i il 1 1 1 I § 1 t ! I I :. . ..... • ‹,„ . II I . 11 ..'*'.. I i I I 1 .; II Il 1 1 I II 1 1 ..'*: 1 I . • .. . : . *-.• ' II dill 11 li , ! ...%'..' 1 1 1 ... ii I. I 1 t 1 -1 ±- \ ...4. .. , VERTICAL 1x4 • STUCCO FIN. LATTIC.E / \ si RAISED A/C DECK All IfMlicdilOa2 5-1U€St : Q4,1iiiik]with The Gatnin . , .. aluto anoresoceo ______ ___,,,gatracra RISHT ELEVATION .,. ...0 eiZzt, of 0076-Ett:,,, - ' - Aril - lrtat,nt161 ,.1.::i.iii:CiL...14:30\7,tp;49_,T;:::(34::01:Ni,:ci.DiuT;iii2:-::,F;o!--,:oPL.4ii):3:iliiITiot:!_40:: . SC =ALE 1/4" 1 ' . . Sect. R-311.5.6 HANDRAILS eti R412 GUARDRAILS Stairs fr1010 then 30' in height 1440 3413CV handrails, Porches,balconies,ramps a decks more than 30aabove grade require 36°guardrails. DATE 05-18-01 Largest opening permitted is 4' 0, ,0 SileVP BepnVeloeCd et:ti rvIti:C:onSr ti:iteei-1:06:r;:tilaC:required evvevad:ecernien:isbr'below .htbitr7ebel.°:::vsid'iqpit°:hue EL Stairs dlt 1:ko:ritt:':Ofialiot2::0;r sit;ih:Pouerr:er,i5as2::::::eau ii R lT s,.:711:::ri , . , . . • z . .:, N 0 IS \ mr4 \ )1 / \ _ 0 C° A.I, 1,--\TV I R 1 N e: // I \ / 1 \ S 1-7 FiVI CF INCILUDEt.':) \ . . •! 1 1 A I I i\- \ iviU&IlT BE COPPER / /4 -, ‘81- 6, \ -r, \ \ // . ).i\,,. ph:neM.a911 if.03Urt•Sao:84.9::it:9,1_4061: ‘L:C't • . i--s \ -ivb.E.,.;,,,:, Lac 1),:tveoDrnent. Cor,.-,1-, / , .. \\ - / ; ,..),II 27( ':F:::SIONAL EolGINEER SEAL!:•-•:: ';.:.:. -1 ' . \ / , I ..• ''! c',. ii.IRAL 8,-STEr4 ()F THE:',:.:-:.: :': .•''' ' .. ... „ ( pliN100F,•'.:11.:4 :/1 i. • S.ZPI ;'' ...'.: .,, : p Z (V 14 ri . \ / , 1 , .. ..:' APPOCIT inE CURk••!,i'.• •T ; . ' ''-glINt%timm........ak, ! \ / , .. . . .i. c.;INER DETAILS ON'ft'." `--• ' N . I \ / ,) . . •. s.) •••• • SY EC!FICALIS €.: ; :. '..- ) L J L J .: \ / v ApL . .f._, :,; ,f..,r)NSf.:1;Jr!s:,•? ,7-i I'll \ / i. I) bid \ / . . . \ / • .• , \ / \ / • \./ f•• tip .. • _ m Effi , . „ • .. i ,. .:::: I ' 111\11,, OF iji r= 1,,,,,1 Ix _ _ __ .: • oF ,j, I__ _ ___ _ I I .. . . _.._ . I ./• .. -, is , — i 1 1,.. . ts.1 ...... . .•o ot il [i •....._ .„..•• 41 \ / ic 0 . •••...... ..... . ow .., in 3r \ / •44. 3t ik 52" FAN I OM l'-' 410."r • / C:1:1 100 1144440 '-,.... 40 .•....-•'—•• lei (1-■.) .613, // II .N.. -• 0 /.../ ..... GM - /*/ Elm ,!, c IC Leci / S E RV!C E I N C 1 ti D r:D .41 ..-- • ./ , , MIME 1 ,.. ,. 4.0 . ,. _. m 1,.)3 I i Z "4.4 4 . (II / \ - .... 50 •• 1._._ 0'4 .. 0 _. --- n NO A L Ll I Li A L L OW ri I E...14 . / \ 0 Section 9, ,:t..ib-!-.iection B-2-1,.: Tybe.e Land De.velopment Code I <1 Cip r---1 a - 1 / •ii :• . IJ 1 .1 -, 1 Z • 1 \ 1\" my-. . . I I?(11) \ • . ■ (11) I I • ,....". I 7 . • \ U NI 5 1 i L A • . --.•--. .......- •-__ • .• '. L_ ___ _I 's) -,-------, -. --• . . . ..- / \ „at! I fill) /•'--)/, j ._ -... .• \.. . . ••\ ., 44 • • 4. . ---.•—••1 4714 ...- • ° Illr $ . r- / \ : _ 4.- .,-..e __. _4 , k 31 ,-.---.,-(1). e .. . . . k?..) &Hi 1 1 L 1 1•1"4 (II ' ' 1k ...B. , . / r•.... -14 \ %. : • . . 1 ....... .. . _....... \.. a'-•'-' -.• •.,/ • ''l'A 1111 • \ •••-•-. .__ ..-••-••.• ., i , 1.--1 E-4 / Li! .—.. - 1 cr ' L ....,..._ ._.._to. _ 1 i.:_ 1 . . sho / /2.\ . _.13 . • .• ...- .\ ...- ..--*•----to- I I,: - ; , .._•• / 'I . 10--) ../ I• . ... f ©: .. , 4:t . . .. wit , , _ , i \ / , ra• . pr.) • I . . • , .• i .A■ 52" FAN 1 - i ../ • . I 400.11.,444, I th 52" FAN -V= • . i 00°'IPIC i . 111 .` • / . ' AII Electrical Installations must / -----z--1 1 T--- \ . I z# cornply with The, National Electric .. - . . . — .. — • . - Code-2-02Y E-dition and Siate —•---- .---....d ... / ..- -cc TN/ (0 .. .. * of Georgia Ariteridnients 3c _• ........•., .........•. .. .. ..........••,....... ...... . .... / . \, . . . hm==31--0 . .. ., —ii „......_ NI_ filr iesif2(T)_ , \\). . , V . .• , , ARC-FAULT CIRCUIT INTERRUPTER PROTECTION TP - \ /. GFC1 Protection required 'ior • •• •. \ ; i aCOS NEC 210.12 DWELLING UNIT BEDROOMS, ..,,.• receptacles in bathrooms, garageso • o al Kitchen \. /•• ALL BRANCH CIRCUITO THAI SUPPLY 125 VOL , SINGLE utdoors, and ong . D 20 AMPERE RECEPTACLE OUTLETS counter-tops -.. .--. INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE, PROTECTED BY AN ARC.FAU ur CIRCUIT ilviTERUPTRS) .. • LISTED TO PROVIM PROTECTIM-1 OF THE . ENTIRE BRANCH CIV-ICIM. Sect c-1-010.1 SMOKO, DETECTORS . • r Lt. interconnected 110 volt botiory backup rDquiFed Located inside and outside each sleping nrea, eaoli 116K 0 r r r 7"-- 11 I I I I . I I , I i I SSECCAOLE N " F= LI'OOR ELECTRICAL PLAN _--. - - . . . . . . _ 1Ii eARAOE FLOOR ELECTRICAL PLAN DATE 05-18-01 SCALE 1/4" = 1' FIRST FLOOR ELECTRICAL PLAN or 10 SCALE 1/4" = I' . i, A,, :, .,,,,,,,,.:7;h43::,giilis 2C703:5:;1(,,t:te4::80:IsiaxAti:L9er4417:;::yr,, I Zi . 0 it% I/ , KernCernan & Co., Lt.c Cf) ..,_.., ,. 0 . : .... a/ . j . .,.,,:,...1.,R,I.. b.iiiep OF THE.;:,7:f.: '7.... '‘',5 i 41 4111■11111 ap tt : , '.. `')UPP:)QT !?f,:. CURRW ':' ', i.. . f';n-4R r,f ,,:ot.s ON TH-5; ' ,.1 i: i.••r ,,g , ' 1-4 i‘i 15/32" HOOP SHEATHING FASTENED TO ROOF FRAMING . P.,',L , : • : P(i•gii7,3;!.`;'' ,.,)' T:< .,..„.' ",...„ ...„.„.. , ., - - bei GALVANIZED, COMMON , OR RING SHANK NAILS rit■ 6" O.G. (1) H/...‘ AT ALL EDGES AND INTERMEDIATE FRAMING (SSTD 501.4.5 Lidt'iii;F;06' t :3270,Y1P.I''s3...;11, 1 4.1 rl 0) c, / •.. , c.,■sTE/i., rn *15 ASPH. FELT ROOFING FELT ,,,,z\e,..- o A ./ --1.'•.,z-4' <>. • k fg rzl . , ,--,,,—,, ,,,t .1 iLii,,,b ..:2.■•=a r3,-_,C,...0 H il gqit,41`2.:. WC:-;51iti::::',1-29 Ii E''',' fl. P1134 r,--"‘§-1.7, ,r,..------.1., —. .., ,,_.E.-..0 ONG ias--ii,ain-st,i*glici-i"6 ilAilS. ' - .e. $SIONAL ROOF TRUSSES ‘e01.1 ‘y.. * INSTALL (I) SIMPSION1-110 • AS SPEC. HURRICANE CLIP AT EACH -MUSS . oN • ....s t 19 ---------- END WALL CONSTRUEMciu • •4 A ii ,,,, ,„, 1,1 raeLE Ei..:10 ,51115 MAUL FiE • 1.1.1 ,,,r,,,,,,too ,.t-- i :4 a BUILT M ACCORMCIMMI (41' (2) 2 X b HOOP TOP PLATE CONT. ....:• ,....„ :„. sgTo Ma SEM'.-'3,174iAl.% . • ,..- .4 90. `3GF,j AND 007,2:3 .1< • . , .t., ON • (I PUR.LIN 0 MIDPOINT • 4 ALL 0515 SPLICES) P : .. • 0) ,,,--n-rrannm eir-An law-.,3 IT 44 I gRTZ i&S.P-SF=aaa.4.,si E*1.' 2X6. STU!" HALL 0 16" 0.C. *--......... :* Hi R-I3 FIBERGLASS $ BATT INSULATION BETWEEN niladdluo fmd ddars shell riOC: 2X6 BOTTOM PLATE CONT. 4 LS ins-n!Wi MPS CZ3FriST31.fithin I V \friv-x0ii,„ `1"C ? 27 inohes iar e i'1/4s-,si mil height; 5/4" T 4 6 PLYWOOD (5CRENED $ OLUED) if.:, • and S,,,Irmi-g.:,-,,,,,idr 10 t=e--A s.iveli 11 --t---0-te41 E-4 rf)P-4-1 ....: 'APIght.11.)041L-Z3 siuds a SEM etiam .?...,•1! 411t4 . li /,_ 01-01 1 .. ---- 15/52" 0515 EXTERIOR SHEATHING (REF.• = I DETAIL 2/51.0 FOR TYPICAL EXTERIOR ( -----,..16" OT *16" 0.0.. ,A SI ICATHIN6 NAILING PAI i tRN !RC S. „E_XTEP'1°R tmati,..i.., F RAM!N G C•••) 14 1 ,..---"I"-/- -.:-.. P, g 7' ?,.z !-n, R n •-1 f <1 7 „.!; 1::: T.1,17,c:t''':'',f:,-7C:,7r;:C-AT;2.TO;::lri/-3:lr;C3:TcL:;S 7:::_:5_ iii-r'k!cr;,-,:c7iF"697'::b: di„.2,t: ,...,L. ,i,,,,.. ,.,,%:; •S'0,,,,,-% ::,,"„f.1 • .t t...-, 1.1 a V.1. h,.Iv, 411 '..1( lEil . 4. (I PURLIN 0 MIDPOINT (2) 2 X 6 D C 1400 TOP PLATE ONT. Sz: 4 ALL OSB SPLICES) s.../,......;;‘,it-.414,41.,:-.... c ... ... .,, 4%.::: a 'Fi DU F '6 tE C K 1 N ei) TO :-• -- -cAJA-ra-, HO tit> 2o t4 NS 15/%12 INCHES. Tommi k,.....,M • .....: ,g _,,, c... s A:4D '•"7:-..--a" .,g0argS N I • 0 *......11 MI I I il FISLilatiOfir3',Tale, ir A T'lli El"i .• corm*v.fith The.GISOTOM 2X6 E3OTTOM PLATE CONT. HORIZONTAL SIDING AS ePEc. state Energy Codo . : o UdiVion ....,-.: 1W and State al eraointa 5/4" T 4 e PLYWOOD (5CRENEP 4 eLuEr;) iy4ii. • ---\, ifilli , 7,41 thgoil , .1: t. v. AM endments .: "rrveK" MOISTURE BARRIER • Ze. \ t-----,.16" OT 016" O.G. _____,,A• b.,-----.,„e„.____ ITT . ,I. -... . A •,,..-.-..-..-4..r. BETHEEN SIDING 4 SHEATHING __ ------ P.T. 2X6. PLATE AU CONTRUCTION MUST COMPLY WITH THE R8113 VD-cii AND THE me ONE ANVA, PABIL'i FAVELLINCi CODE' EfliTIN • ,..W- cD, T-,--, inin AND STATE. OF erloncilA Ilill'HEISITZ• •,. .:. II 111 li (2) SIMPSON HTSM20 STRAPS WITH (10) Id NAILS 4 (4)Y4"x2r4" METAL GAP FLASHING II 111 II TITEN MASONRY SCREWS EACH ANCHOR BOLTS WIC SECT., R1400,1 km sFrr.) iro.Pav t.:A.`Zth tt.t-\?, II mr'P BOLTS SHALL BE 10 MOPS. LONG', :7.11,3 filit1;N •0 IN Di A WI-7E R WiT fel A .9X3 Na! H WASIii15.1 •i ii- -- ,,-r c :-Nfz,Pre.c)• 116 !MON THUS, E-110 REOIHED V‘,1.6 il st,C,ov,1 ILI, . AW Ii • FE ININ 19 ffiri4EP P;,..- ‘7t6Pir-:n9 WO iti TO .,. ...,, ,....,,, ,_.... .., 16 X 16 C.M.U. PIER - 48 INCHES ON CENTER. • 1^ • (4) •5 FOOTING DOVEL VI/ c10° 111111 FILL CELLS SOLID V • CONCRETE GROUT MC SECT, PAN FilgrjrA 7:7016:142 c'-''''''''' 2A' HOOK, (25" MIN OVERLAP NITH VERTICAL REINF) II ll ll EniiVIUM FOOTIHR 20 PICalt70 Ifek7 '''v . • ii, II 11111 ,:.:-,A:z..„,g. ..,..... . . , •-, , II III lir\ \ . ..., \ \,,, 'f") Pv-Tas V' ' ' 7 '' • ,k,......., ..,,...:..,., vi I:4,.. `,..,161.11.ft, • X \' ''/ /,':\/ \//' \/\' \111111111\/' // / '- \''Z /\)2 '/ 0 rqk''' W,,r''' -'fr''fIll rq: 71.1r !:..f.3-ovv,7'.,nr.) ni,P or-&-,. r-3,,,,-4 4-,„Nu:to ci.4t-.. 1,2,,,,v rlid,•-,- at...,..0— s \/\•. \\ _ s. ,v ..., \.\\ -,•VAPOR BARRIER /XY ' ' \ ... `4•\ ''\ •-• • \-.. \\\ \ , -/:- . ' / \j4).7''.‘ / / / \./X • • \' \ \ • COMPACTED OR UNDISTURBED SOIL FREE / . /1/. , . .. .. „..-, , , , / ,,,, r' AL NALL 5E0'11 ON DATE 05-te)-0-7 OF ORGANICS MIN. LOAD BR6. CAPACITY OF SCALE: 5/4" = I' 2500 psr IvitiT BE VERIFIED 13Y CONTRACTOR 1:\</:\//>>\,\\4//27‘, /.\-K\x:/,, ,-,1:\: ,‘"\\-\\\//\/42" X 42" X16" GONG. IP //\ A FOOTING 1,4/ (4) *5 EACH WAY • 411011° or 10 $ GENERAL STRUCTURAL NOTES SITE PREPARATION REQUIREMENTS AT BUILDING: FOUNDATION NOTES: . W �/'� 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: 4) DESIGN CRITERIA: 1. PRIOR TO CONSTRUCTION, ALL BUILDING AREAS, PLUS AT LEAST 10 FEET ON EACH SIDE 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED ll1 OWED IN THE Z (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC-2006) MD ALL AREAS TO BE PAVED, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL AND CONCRETE MIX. . 1 0 C (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL FLOOR LIVE LOAD ROOT SYSTEMS. CONSTRUCTION (SSTD-10-99) FLOOR LIVE LOAD = 40 PSF 2. CONCRETE SHALL BE POURED AT A MINIMUM SLUMP OF 5. WATER WILL NOT BE ADDED AT . (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO 2. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT ANY PONDER WATER CONDIONS THE JOB SITE: <1 W FAMILY DWEWNG5 {1995 SBC HIGH-WINO EDmON) ROOF LIVE LOAD WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE RAPID RUN-OFF OF STORM A I ROOF LIVE LOAD =20 PSF WATER, 3. COMPACTION REQUIREMENTS: COMPACTED TO 95% DENSITY IN ACCORDANCE WITH r- 2) WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND ROOF SNOW LOAD ASTIR-D-1557. � GROUND SNOW LOAD (Pg) =0 p 3. ALL FOOTING EXCAVATIONS SHOULD BE CHECKED WITH A NANO PENETROMETER TO VERIFY 't 0) PRESSURES TO COMPLY I WITB BOTH NEGATNE AND POSITIVE THE SOIL BEARING. AREAS THAT ARE DETERMINED TO BE DEFICIENT SHOULD BE UNDERCUT 4. SOIL BEARING VALUE 2500 PSF (TO BE VERIFIED BY CONTRACTOR) PRfSSUR15 AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF H COMPLIANCE SHAD. BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR FLAT ROOF SNOW LOAD (PI) =0 PSF TO FIRM SOIL AND BACK FILLED WITH CLEAN SAND, CRUSHED STONE OR FLOWABLE ALL Z • OR SKYUGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, SNOW EXPOSURE FACTOR (Ce) =1.0 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR. 60. � � 60 ) SNOW LOAD IMPORTANCE FACTOR (Is) =1.0 4. THE FOOTING EXCAVATIONS AND AU. OF THE PREPARED SLAB SUB GRADE SHOULD BE W THERMAL FACTOR (GL) =1.0 MAINTAINED IN A DRY AND COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED. AREAS 6. LAP CONTINUOUS BARS 40 BAR DIAMETERS. PROVIDE CORNER BARS AT CORNERS. �2 • 3) IF APPROVED DOORS, WINDOWS, THAT ARE SOFTENED BY WATER OR BY CONSTRUCTION ACTIVITY SHOULD BE REWORKED SKYLIGHTS ARE NOT USED, THEN WIND LOADS ANp.RECOMPACTID TO THE REQUIRED DESTINY AND BEARING. 7. MINIMUM CONCRETE.PROTECTION OF REINFORCING STEEL, UNLESS OIHERNISE NOIID: WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. W � . PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A BASIC WIND SPEED = 130 MPH a, WIND IMPORTANCE FACTOR (tw) = 1 r MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WIND EXPOSURE = 0 FOOTINGS (BOTTOM AND SIDES) 3" CLEAR int.{ WITH ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A I { PRESSURE COEFFICIENT (Gcpi) = ±0.18 PIERS OR COLUMNS BELOW GRADE.. 3 CLEAR HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR COMPONENTS & CLADDING PRESSURE: WALLS = 56 PSF / EACH PANEL. °RC 301.2.1.2. AND SSTD 604} PIERS OR COLUMNS ABOVE GRADE 2-1 WALLS AT CORNERS = 70 PSF (3' FROM CORNERS) " 4" ROOF = 47 PSF SLABS r CLEAR ROOF AT EDGES & PEAKS = 100 PSF (4' FROM EDGES & PEAKS) • OVERHANGS AT CORNERS = 160 PSF (4' FROM CORNERS) 8. CONCRETE SLAB ON GRADE TO BE 4" WITH 6x6-W1.4xW1.4 OF OR FIBERMESH r� FJIRTHOUAKE DESIGN DATA 9. VERIFY FINISH FLOOR ELEVATION W1H THE SITE PLAN. }"'°'e (2) . SEISMIC IMPORTANCE FACTOR (le) =1 SEISMIC USE GROUP =1 10. BOTTOM OF AU.FOOTINGS SHALL BE 36 INCHES MINIMUM BELOW FINISH GRADE SPECTRA. RESPONSE ACCELERATION (Ss) =0.427 SPECTRAL RESPONSE ACCELERATION (S1) =0.127 11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I 301 REQUIREMENTS. SPECTRAL RESPONSE COEFFICIENT (Sds) =0.42 SPECTRAL RESPONSE COEFFICIENT (Sd1) =0.19 SITE CLASS =D SEISMIC DESIGN CATEGORY =C �m� ». ,I4 SEISMIC RESPONSE COEFFICIENT ( =0.08 ti � � ? + RESPONSE MODIFICATION FACTOR (R) =5.5 BASIC SEISMIC FORCE RESISTING SYSTEM = DUAL. SYSTEM (BEARING WALLS WITH SHEAR C 3 7iC. 7 i Ii Court o G&YB.i!?�i9 A S a g PANELS AND ORDINARY MASONRY FRAMES) °� !>hane:412• .�i2-�QO o Fa$;II12ti ._ ::.:' I: DESIGN BASE SHEAR (V) =9 KIPS r ,s;:_, , >'` SIO1 AL. =.,x:;t�4EtiR SEAL s''-'-:.:i: ';.`;'.:s ii • ANALYSIS PROCEDURE =SIMPUFIED ANALYSIS PROCEDURE _.;.::',ii?At =Yf>r Og Tp1E ilr 4 T r . CLITR::_,. . Mt-Ifiglig . . _ ,'..." • .. *EXPOSURE B EXPOSURE C # EXPOSURE D SIMPSON H10 CLIP AT- �� .. _. �� kEsEi INCLUDING INLANQ AND WATER/MARSH INCLUDING AND WATER/MARSH EACH TRUSS/RAFTER ���� ROOF TRUSS 0 24" PROPERTY ONLY FRONT PROPERTY FRONT PROPERTY ;; :;(BY O R . MEAN ROOF 201E (4) ZONE (5) ZONE (4) ZONE (5) ZONE (4) ' ZONE (5) O h (2) P.T. 2xIO S.P. #2 r' f .. HEIGHT .`;..TEA;;aTt;q,,0 I, �# 15' DP 35 DP 45 DP 40 DP 50 DP 50 DP 60 20' OP 35 OP 45 DP 45 DP 55 DP 50 DP 65 ® {2} .'•N. . 25 OP 35 DP 45 DP 45 DP 55 . DP 55 . DP 65 a 30' DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 -1--,-1 ?�3 ) t( /t. 3 ,....4 (2 5' DP 35 DP 45 DP 50 DP 60 DP 55 OP 70 Ls §s) 40 DP 40 DP 45 DP 50 DP 65 DP 60 DP 70 • 45' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 ZONE LOCATIONS M = --- , 50' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 1caa� t( () P.T. 8x8 COL r���ih��F'a ��'� � �;� n��Ei4A 'r-i E--1 , �. I1 `{t )' t i SIMPSON PC48 CAP I. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS/SQUARE FOOT(PSF) s (EPC48 0 END COLS.) . 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: 11111 . A. THE SMALLER OF THE FOLLOWING: {2) P.T. 2x12 S.P. #2 WITH i TY I. 10% OF THE LEAST HORIZONTAL DIMENSION - fit" PLYWOOD FLITCH PLATE ( IL OR; 4h B. BUT NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: i. 4% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 3 FEET 5 illik WINDOW AND DOOR DESIGN PRESSURE (DP) RATING S8.0 N.T.S. • (2) SIMPSON 11516 STRAPS WITH (16) 1Od NAILS EACH SIMPSON PC68 CAP (EPC68 0 END COLS.) (3) 1Y41174" LVL P 1111 P.T. 2x PLATE I��� \ VIII: 4 M I < ; (2) SIMPSON HTSM20 STRAPS WITH ,<0 10 10d NAILS &14) " . v MASONRY SC EACH 4 a; ;. V eDFORCH COLUMN SECTION DATE 05-18-O 3/4" = I'-4" CI or 10 • I ;_.;*; /y . : 0., 7tai1 G®nvt•Ga�a;s�sh1�58 �-+ phone:g12-3 s�•8aD{t Fax: Z OD 91 -i . (� I. * ;;;' ''fit" aloN L `}'itt��"ER SBAL'-. HT� nn,, IZ: j R \!^ _� SPACING YpOi■ �1 Ir H:L " ')I '« OT SHTHING JOTS � /P\j),R '`� AL :G -SPACING AT) CONTINUOUS ■ (REF. DETAIL FOR { } Q` 0 SECOND FLOOR SHEATHING FWIMtI? OPENING NAILING PATTERN) H_ • JOIST FRAMING - ! (INSTALL HORIZONTAL ��—` �WNLD 'z tij BEHIND (VERTICAL z 1 — STUD WALLS BEHIND OR VERTICAL AS FRAMING tOd NAILS AT 4" • X2" 4" � W `� NOT SHOWN FOR , REQUIRED) m o HORIZONTAL SPACING R CIARTTY) ? / �/ AT EACH END OF « u i i f f i t t t i t 4 i g • " D(TERLOR SHEATHING AT « W Ealligili USE CONTINUOUS r ( PANEL SPLICE {PROVIDE 4' " ,.�i■.111:E■i■l'ta� KING STUDS AS S/ o' > 2x BLOCKING AS SHEATHING OVER REQUIRED /\t HEADER A5 REQUIRED) TYPICAL 2 ROW NAILING PATTERN • SECOND FLOOR FRAMING REQUIRED / ERNATE METHOD: -b JACK STUDS AS o 1 " INSTALL/," BEAD UQUID NAILS e EXTERIOR SUBFLONS ADHESIVE (PRODUCT REQUIRED KING STUN M d SHEATHING-----",;----_„ ' NUMBERS LN-602 AND LN-902) AT 0 TO WITH tOd NAILS 0 / � (OPENING) • ALL 2 ROW NAILING PATTERN �T � • 12" O.G. '� LOCATIONS W/ SINGLE ROW tfld P'""� --ar 2 ROWS OF tOd NAILS « COMMON NAILS 0 6" MAX `$" ( ` ) . STAGGER JOINTS 1'-0" 1'-0" AT 4" HORIZONTAL HORIZONTAL SPACING BLEED SPACING AT BDTTOM OUT FROM ADHESIVE BEAD MUST BE HORIZONTALLY MIN MIN PLATE (REF. DETAIL VISIBLE FOR INSPECTION} FOR NAILING PATTERN) �' � • TYPICAL INSTALLATION PATTERN RE121.13516LLMIaLtIMILMNitiga TYPICAL NAILING PATTERN • taia Z • I'l .. 1. NAIUNG PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING IS REQUIRED AROUND THE WINDOW OPENINGS. , >V. 2.SHEATHING MAY BE INSTALLED VERTICAL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI-STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE INSTALLED \ \a"}\ �i Eiii • tt� VERTICAL WITH 24' MIN ABOVE AND BELOW THE FLOOR LINE 1 ' c. 0 q DO 3.MINIMUM SHEATHING SECTION AT ROOF AND FOUNDATION TO.BE 48". MINIMUM SHEATHING SECTION AT ALL OTHER LOCATIONS TO BE 24". ' sA ft NO' '' f' 61 - _VIA,,1•''' ne‘f.\1-A'' .-: Z 1 TYPICAL EXTERIOR SHEATHING NAILING PATTERN V,< r t '` 7'47124 Pq .- _ _ Y 1 10d ROW COMMON NAILS N IN 2 , iill ROW NAIL.RLG PATTERN @ r-^"1 .(2) SIMPSON CSt6 xTOP OF HEADER AND TOP _ - 24" STRAPS OR EQUAL PLATE (REF DETAIL FOR J� t' .AT HEADER TO STUD ; NAILING PATTERN) '�>��t -z%> �\ _��/ AS SHOWN (TYP) �: • �� \ I . \W,,,N_•1 T ` \HEADER BEAM CONTINUOUS OVER SHFARWALL AS 14d COMMON NAILS � 6' \ • ' /� , .; � � ��u. . li ■ SHOWN {SIZE AND TYPE VARIES PER OPENING) VERTICAL SPACING AT EDGE \' � ' HEADER BEAM CONTINUOUS OVER i I• SHFARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 10d COMMON NAILS IN 2 •�/ ' o ROW NAILING PATTERN ON t / i EACH SIDE OF SPLICE (REF 1 DETAIL FOR NAILING / \� %' EXTERIOR SHEATHING PATTERN) , ./ / \ • (REF DETAIL 5) (TYP) (2) 2x HEADER AT TOP x I f / (2) 2x VERTICAL EACH SIDE .\'� " 4" I (2) 2x BRIDGING AT SHEATHING SPLICE " (I) 2x SILL AT BOTTOM 104 COMMON NAILS ® 12 , VERTICAL SPACING AT / �� I "r INTERIOR IF ADDITIONAL • —'4 " ' �� STUD IS INSTALLED -`� • % 4• 7/ TYPICAL 2 ROW NAILING PATTERN / � ' 1 " EXTERIOR SHEATHING W/ ALTERNATIE METHOD: t,- , c ,gig, 1. 2x FRAMING TO MATCH WALL STUD / 1 1 INSTALL}�" BEAD LIQUID NAILS 4'-0" MIN LENGTHS --- "SUBFE.00RS"ADHESIVE (PRODUCT J SIZE MEASURED FROM TOP OF �' i NUMBERS LN-602 AND 111-902) AT i (2) SIMPSON CS16 x 24 HEADER AND FROM BOTTOM x// .. z ALL 2 ROW NAILING PATTERN 2 !E WIDTH OF SHEARWAII IS GREATER \ , •STRAPS OR EQUAL AT THAN 2' °, ADD VERTICAL STUD OF PERIMETER BEAM/GIRDER LOCATIONS W/ SINGLE ROW 1Od AS REQUIRED FOR 16" MAX SPACING . ° COMMON NAILS 6 MAX PERIMETER BEAM/GIRDER FOR EACH 4* HORIZONTAL SPACING : BLEED TO STUD AS SHOWN (TYP) ` OUT FROM ADHESIVE BEAD MUST BE 3. REFERENCE DETAIL 5 FOR EXTERIOR 10d COMMON NAILS IN 2 ROW VISIBLE FOR INSPECTION) Ilk 114114114 1 NEW OF TYPICAL SHEARWALL PANEL NAILING PATTERN 0 SILL AND BOTTOM \/i� /- OF PERIMETER BEAM/GIRDER (REF \ \\ • DETAIL FOR NAILING PATTERN) , . . ,-,,, , 1..1 ........ ........ ,,,, , , , .._ . � ��!"'� PERIMETER BEAM/GIRDER ` \.\- • / ' � , .. ., . 0 k/ I . Ai , k �. \ . 2 INTERIOR VIEW OF TYPICAL ELEVATED SHEARWALL SYSTEM ink EXTERIOR VIEW OF TYPICAL ELEVATED SHEARWALL SYSTEM DATE 05-I.5-01 10 N.T.S. 10 N.T.S. . a.- • OFIO r a .11• 4 SrEEr A°' /7 iiP !T Q N z r C.) • w / 0? Er9 11 ° 8rH .(t-STREET b W x k o / / „ n M°C 0 0 s -w ,' / / IP4L42o . _s VICINITY MAP >, �' o WARD S, tOr 21 I(513.8 N NOT TO SCALE / DE, P/N 4 Pjit©E'£1Stq l 0 Ij/ 0 90 000s RAND NO l LEGEND z z• . . Ati tP �"' ok 232 Fo1..o 3 4i Si �, • ` ' PAGE 22 W U H • IRF IRON ROD FOUND / / ( �i h .`.�. • iPF IRON PIPE FOUND / .• ;5 6' W `•GW PP GUY WIRE POLE // ••�. OOOEN FENCE' �.. / / GRAVEL' , 4 0 WLAT WATER LATERAL / <� : / • ICV IRRIGATION CONTROL VALVE • " �� ,� , ® WM WATER METER ,/ _ . .. i . • �� 10•&U Co',• ® EB ELECTRIC BOX .��� DLO/NG S OR '�� • � '•--OHPL-- OVERHEAD POWER LINE �� I, . • No `�Freq k 11iv E �g .� ` W --HDP-- HIGH DENSITY POLYETHYLENE (PIPE) •`ti po LINE Sty •: R/W RIGHT-OF-WAY �,CV �c ' •' . .. 6 w' - ' o / • v A/C AIR CONDITIONING UNIT p °�: .�` D�' 000EN F ` 8� • �1 IE INVERT ELEVATION • .• '5 . @p. ,� E-A, l f�.{ PIN PARCEL IDENTIFICATION NUMBER - o BSL BUILDING SETBACK LINE •0p ' /4c pq co 'bg 11 j 2S, U CZ) :a. ©WM - c O r // 1, `_ rye` �:i it P 1a ! \ � 4194�,ACRS,222 Sr�' / 79. . ,�,1 CA . // / . '. .. 0‹.0i.<. -' : : . / .: Z 1."1 il_4, • `` \``�� •• <•.GRAVED• F+�l U e4 •� / i ' � � • ./ ' O M N774J,03„ IRF •y ,per •.I , / `�, •4 w g d. `� . F" A 56 DD' / g o H V• • • / R 1 a .\ • . ` ` z coo 1 iNiV •N/H'q AER1 ` ! /o " ./ . Fri fit A l HHSrOR-C O PIN 4 8 0 on'7,-„Coop,...-7:01,071,s C LONG `�`o* �M 11 '`4 AL k A {y A°c • 8a 0 NOTES: SAP OK 4, qE 261 \\. l o 1. PROPERTY ADDRESS: 1714 CHATHAM AVENUE GE 14 I ? ti TYBEE ISLAND, GA 31328 8`.149 / 2. PARCEL IDENTIFICATION NUMBER: 4-0009 -01-004. 1 0. 4 0 3. THIS PROPERTY IS CURRENTLY ZONED: R-2. cPP 4. BASED ON MY OBSERVATION THIS PROPERTY IS I / / \ '' Z LOCATED IN ZONE A8, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY ` / / O�� y MANAGEMENT AGENCY FLOOD INSURANCE RATE �� / i; in MAP, COMMUNITY NO. 135164, PANEL 0002 C, MAP . REVISED: JUNE 17, 1986 BASE FLOOD ELEVATION: / \'� •§ DRAWING TITLE: 14' MEAN SEA LEVEL, NGVD 29. Q / 5. ALL ELEVATIONS BASED ON MEAN SEA LEVEL //I/// "DATUM (NGVD 29), / n 6. ALL BUILDING SETBACKS ARE TO CONFORM TO I / / AS-BUILT °1D LOCAL ZONING ORDINANCES. / '6 7. THIS PROPERTY IS SUBJECT TO ANY AND ALL 5' EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER • RECORDED OR UNRECORDED. a 4 a c N LW SURVEY DATE: 3-14-08 I CERTIFY THAT IN MY OPINION THIS �0R j , 0 R G / © SCALE: 1 -10 IS AN ACCURATE REPRESENTATION OF THE C� ' EQUIPMENT USED: ELECTRONIC TOTAL STATION LAND PLATTED AND HAS BEEN PREPARED X001' 4.4 C., ��G 1 reRFa 9 d - ANGULAR ERROR PER "Q" = 00" IN CONFORMITY WITH THE MINIMUM Q„ �Q I , U PROJECT NO: 070419.001 .I�'y; ADJUSTED BY COMPASS RULE: STANDARDS AND REQUIREMENTS OF GEORGIA * N 248 * No. 11261 n3 g PLAT ERROR OF CLOSURE: 1/941,166 8 S FIELD ERROR OF CLOSURE: 1/24,000+ LAW AND IS SUITABLE FOR RECORDING. PROFESSIONAL DATE: 03/17/08 v F ca DRAWN BY: KM( OP v,•� � ��;yi1i O Nc+NEER � CK Cd"� yA' S. ' '� CHECKED BY: TMR 1 a REFERENCE: x SHEET NO: V./ 1. SUBDIVISION MAP BOOK 34-S, PAGE 92. 1 10 5' 0' 10' / 2. DEED BOOK 302 T PAGE 261. -'Al► 1 I 1 o 3. MAP BOOK 2, PAGE 7 & 8. TERRY COLEMAN „ , a. j j >~A 4. HISTORICAL MAP BOOK 4, PAGES 149 & 149. GA. RE( ND SURVEYOR NO. 2486 GRAPHIC SCALE: 1 =10 0 E� 1 GENERAL STRUCTURAL NOTES SITE PREPARATION REQUIREMENTS AT BUILDING: FOUNDATION NOTES: 0 W 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: 4) DESIGN CRITERIA: 1. PRIOR TO CONSTRUCTION, ALL BUILDING AREAS, PLUS AT LEAST 10 FEET ON EACH SIDE 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED � OWED IN THE V 1 Z (A) INTERNATIONAL RESIDENTIAL CODE - 2006 (IRC -2006) MD ALL AREAS TO BE PAVED, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL AND CONCRETE MIX. . 1 0 (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL FLOOR LIVE LOAD ROOT SYSTEMS. CONSTRUCTION (SSTD- 10 -99) FLOOR LIVE LOAD = 40 PSF 2. CONCRETE SHALL BE POURED AT A MINIMUM SLUMP OF 5. WATER WILL NOT BE ADDED AT (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO 2. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT ANY PONDER WATER CONDIONS THE JOB SITE: <1 W FAMILY DWEWNGS {1995 SBC HIGH -WINO EDmON) ROOF LIVE LOAD WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE RAPID RUN -OFF OF STORM A . ROOF LIVE LOAD =20 PSF WATER. 3. COMPACTION REQUIREMENTS: COMPACTED TO 95% DENSITY IN ACCORDANCE WITH t' 2} WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND ROOF SNOW LOAD ASTM -D -1557. g} ( =O p N ROUD SNOW LOAD P 3. ALL FOOTING EXCAVATIONS SHOULD BE CHECKED WITH A HAND PENETROMETER TO VERIFY 4� INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE G THE SOIL BEARING. AREAS THAT ARE DETERMINED TO BE DEFICIENT SHOULD BE UNDERCUT 4. SOIL BEARING VALUE 2500 PSF (TO BE VERIFIED BY CONTRACTOR) PRESSURES AS REQUIRED BY SSTD 10 -99. DOCUMENTATION OF H COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR FLAT ROOF SNOW LOAD (PT) =0 PSF TO FIRM SOIL AND BACK FILLED WITH CLEAN SAND, CRUSHED STONE OR FLOWABLE ALL Z OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, SNOW EXPOSURE FACTOR (Ce) =1.0 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR. 60. � � 60 ) SNOW LOAD IMPORTANCE FACTOR (Is) =1.0 4. THE FOOTING EXCAVATIONS AND AU. OF THE PREPARED STAB SUB GRADE SHOULD BE W THERMAL FACTOR (CO =1.0 MAINTAINED IN A DRY AND COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED. AREAS 6. LAP CONTINUOUS BARS 40 BAR DIAMETERS. PROVIDE CORNER BARS AT CORNERS. .,s 3) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED , THEN THAT ARE SOFTENED BY WATER OR BY CONSTRUCTION ACTIVITY SHOULD BE REWORKED VI WIND LOADS AND . RECOMPACIED TO THE REQUIRED DESTINY AND BEARING. 7. MINIMUM CONCRETE. PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOT WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. W PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A BASIC WIND SPEED = 130 MPH a , WIND IMPORTANCE FACTOR Ow) = 1 r MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WIND EXPOSURE = 0 FOOTINGS (BOTTOM AND SIDES) 3" CLEAR 01•64 WI ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A I{ PRESSURE COffF1CIENT (Gcpi) = ±0.18 PIERS OR COLUMNS BELOW GRADE... ..» 3 CLEAR HOMEOWNER WILL BE ABLE TO IDENTIFY SST THE PROPER LOCATION FOR COMPONENTS & CLADDING PRESSURE: WALLS = 56 PSF / EACH PANEL. (ARC 301.2.1.2. AND ND SST) 604} PIERS OR COLUMNS ABOVE GRADE 2 -1 WALLS AT CORNERS = 70 PSF (3' FROM CORNERS) " 4" CLEAR ROOF = 47 PSF SLABS r CLEAR ROOF AT EDGES & PEAKS = 100 PSF (4' FROM EDGES & PEAKS) • OVERHANGS AT CORNERS = 160 PSF (4' FROM CORNERS) 8. CONCRETE SLAB ON GRADE TO BE 4" WITH 6x6- W1.4xW OF F OR FIBERMESH EARTHQUAKE DESIGN DATA 9. VERY FINISH FLOOR ELEVATION VN1H THE SITE PLAN. }"'°'e (2) SEISMIC IMPORTANCE FACTOR (le) =1 SEISMIC USE GROUP =1 10. BOTTOM OF AU. FOOTINGS SHALL BE 36 INCHES MINIMUM BELOW FINISH GRADE. SPECTRA. RESPONSE ACCELERATION (Ss) =0.427 SPECTRAL RESPONSE ACCELERATION (S1) =0.127 11. ALL CONCRETE WORK SHALL CONFORM TO A.CJ 301 REQUIREMENTS. SPECTRAL RESPONSE COEFFICIENT (Sds) =0.42 eel SPECTRAL RESPONSE COEFFICIENT (Sd1) =0.19 S DS =D SEISMIC MIC IC DESIGN CATEGORY =C SEISMIC RESPONSE COEFFICIENT (Cs) =0.08 ti � � l ? + RESPONSE MODIFICATION FACTOR (R) =5.5 i , BASIC SEISMIC FORCE RESISTING SYSTEM = DUAL. SYSTEM (BEARING WALLS WITH SHEAR 3 c PANELS MD ORDINARY MASONRY FRAMES) ky � ,,. 1 7 Mali Court ° Savannah GA 8141 } none: 91•' nit -1000 0 Fax: 912 -3 _ I _ .4( DESIGN BASE SHEAR (V) =9 KIPS r is > t : SIOi1AL = .,x 4EFR SEAL i.- = ',..:'.:s ANALYSIS PROCEDURE =SIMPLIFIED ANALYSIS PROCEDURE '; � • ..� : ;:: ,, , it?A; *'=Yf >r Og T'pTE , . ...:: - -. E.... t4 II Ptye t � t r . CLI Ti`. r t I . ‘acq OE 'AILS ON ii-‘. ' f.. • ' , , , .... - , a ,icifiu>.E4` ": "i { ems 6 * EXPOSURE C * * EXPOSURE Q SIMPSON H10 CLIP AT -✓ .: ` * EXPOSURE B , •r:., INCLUDING INLAND INCLUDING ISLANDS INCLUDING ISLANDS �� • AND WATER /MARSH AND WATER /MARSH EACH TRUSS /RAFTER ROOF TRUSS 24" i PROPERTY ONLY FRONT PROPERTY FRONT PROPERTY O.C. (BY OTHERS) o R MEAN ROOF ZONE (4) ZONE (5) ZONE (4) ZONE (5) ZONE (4) ZONE (5) O h (2) PT. 2x10 S.P. #2 r f HEIGHT ;.. aTEq. " Q k 4E1 # 15' DP 35 DP 45 DP 40 DP 50 DP 50 DP 60 , (2) SIMPSON MISTS STRAPS ! ` g . , .1 20' OP 35 DP 45 DP 45 DP 55 DP 50 DP 65 -1--," ® Itla,... WITH (14) tOd NAILS EACH , �. 4 25 DP 35 DP 45 DP 45 DP 55 DP 55 DP 65 30' DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 a ?��I} t( -�• -_ A'' 35 DP 35 DP 45 DP 50 DP 60 DP 55 DP 70 Ls § N...m1 M 40 DP 40 DP 45 DP 50 DP 65 DP 60 DP 70 • 45' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 ZONE LOCATIONS M = -�- P.T. sx$ COL 50' DP 40 DP 50 DP 55 DP 65 DP 60 DP 75 t ,° t ‘c.--.1 H N: t1`1f }' fl'= si SIMPSON PC48 CAP I. DESIGN PRESSURE (DP) VALUES ARE LISTED IN POUNDS /SQUARE FOOT (PSF) (EPC48 0 END COLS.) - 2. h = MEAN ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALFWAY UP THE ROOF 3. a = LENGTH OF ZONE (5) LOCATED AT THE CORNERS OF THE BUILDING A DISTANCE OF THE FOLLOWING CRITERIA: ° A. THE SMALLER OF THE FOLLOWING: (2) P.T. 2x12 S.P. #2 WITH i. 10% OF THE LEAST HORIZONTAL DIMENSION Xi" PLYWOOD FLITCH PLATE j r ii. OR; 4h B. BUT NOT LESS THAN THE LARGER OF OTHER OF THE FOLLOWING: i. 4% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 3 FEET Li • • WINDOW AND DOOR DESIGN PRESSURE (DP) RATING 58.0 N.T.S. 9 --- -- (2) SIMPSON HTS16 STRAPS / WTfH (16) 10d NAILS EACH / SIMPSON PC68 CAP - 7 (EPC68 0 END COLS.) - (3) 1Y411 LVC r ° :r P.T. 2x PLATE l il j r { i : c y ,. • (2) SIMPSON HTSM20 STRAPS WITH 10 10d NAILS & (4) Y x " : MASONRY SC EACH 1. • • e COLUMN SECTION DATE 05-I8 -01 a 3/4" = ILO" orl " x I H / T ►- Q611 i � N .p2,o p , i i , :t- ... U3 Ilt z Q Q � 1 e .,.9 � � � o / 1.-.1..e) Oi E. 1 SI TE / V...° °' • c ° JBTH S Q / _ b 0 TREED o / ° O W / ' , ° `L A / / / lP o, Sk i 64' " a d VICINITY MAP > A °� / / o ` �.. WARD s , LOT 2i i I NOT TO SCALE W • N / •., P N /F p 7 E ' £ • / •, D o e 4— " 0 O © q /St g 1 � 1.0 = / OO 9 �O NITZ m & r a ai LEGEND / / " , • � 232 E P A GE. ) v ' .8 • / r IRF IRON ROD FOUND / ( �i ' ..s....-----..,. 22 H • ,PF IRON PIPE FOUND / • " . • • 8' ` • L GW PP GUY WIRE POLE / / •' OOOF1 F £N CE �. / • 4 / GRAVEL' , 0 WLAT WATER LATERAL / �� 1� / ,, fie ICV IRRIGATION CONTROL VALVE • " �� ,� , ® WM WATER METER / • 1x� J0. &Lr p•; ® EB ELECTRIC BOX \ ILb S '�,,� A � N d Te---.....„.z.......8,4 k LJ DRA 1NgcF s �� • ` W -- OHPL -- OVERHEAD POWER LINE • I, --HDP-- HIGH DENSITY POLYETHYLENE (PIPE) , o 0 NE W4( •: R/W RIGHT —OF —WAY CV co • ' " . ` '� .. 6 !. ' / . ' v ., A/C AIR CONDITIONING UNIT °�: .�` D�' OOO F ` • �1 !E INVERT ELEVATION @p •;!) BSL BUILDING SETBACK LINE FN C £ �. l I�.{ PIN PARCEL IDENTIFICATION NUMBER P o • 0 i ` I • qC Aq � � �o y 1 /Z2s• �? .?, . ,0-. ? _ , CZ) 4y . © z O r / J, `� rye` � :% '� P Fug O WLAT ^/ L '` QN ['_L P a tj, I e N Z [T] w 4) p 0 ry T -' . - 1�+ 411.41*- 8 0pD N i F.�.{ +� \ GRAVE ICV ( V Q 5 28 A 6P 1~4- ∎11�1i :tit a CT . a / FINI s 1 It • • ;• ;•� 1 0 1 �+� 1 a : 22:74 N ' S RY 1pl rT� M o L_______ . �o N£p S F!' N O R£S °' �U 1�� �� 1 HDP / = 4.4 02 4 v q Q V 7 .. . -- IE:3.23' 1 1 [. g ® ^ Z .. 1 ph i >>g• . / L/ ,e,!'I • IPF'47� • ' . '- � 8 / / �tx .j I 0 � ` � _ Z Fi c 'I A - • . • ,` •' �`` • • GRAVED • � N N7743, " IRF op � I fl 4 z can F- O .. 4 s 00 , �� / 0P 0 t t � (A Q A • • a 1 . • N e 1:14 NA' ` �` I P ARO 5R1NE coop_ I b ./ / '' C,, a I F E( R1 Op A H /ST —4-0 8 0 - % , 0 s8 E LON N>>;. to / 4 • Ot Mgp p 0 £ z. 1 1 / y Z Z.. 1 . PROPERTY ADDRESS: 1714 CHATHAM AVENUE 01{ 4 , A F 14 \\ ° vd ° • I f TYBEE ISLAND, GA 31328 r48� / 2. PARCEL IDENTIFICATION NUMBER: 4 -0009 —01-004. MI o 3. THIS PROPERTY IS CURRENTLY ZONED: R -2. , P 44 Pon 4. BASED ON MY OBSERVATION THIS PROPERTY IS / • LOCATED IN ZONE A8, A SPECIAL FLOOD HAZARD / AREA AS DETERMINED BY FEDERAL EMERGENCY ` / 3 / \ H MANAGEMENT AGENCY FLOOD INSURANCE RATE LC) MAP, COMMUNITY NO. 135164, PANEL 0002 C, MAP REVISED: JUNE 17, 1986 BASE FLOOD ELEVATION: 0 / \ '■, •§ DRAWING TITLE: 14' MEAN SEA LEVEL, NGVD 29. //I/// cr / 5. ALL ELEVATIONS BASED ON MEAN SEA LEVEL 4 DATUM (NGVD 29). / n 6. ALL BUILDING SETBACKS ARE TO CONFORM TO I / / AS -BUILT 1 : LOCAL ZONING ORDINANCES. I 1 7. THIS PROPERTY IS SUBJECT TO ANY AND ALL SURVEY 4 EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER - A. RECORDED OR UNRECORDED. I-4 co i I CERTIFY THAT IN MY OPINION THIS (,RQ Q R G • an SURVEY DATE: D IS AN ACCURATE REPRESENTATION OF THE ��' /. / SCALE: 1 " =10' EQUIPMENT USED: : ELECT ELECTRONIC TOTAL STATION LAND PLATTED AND HAS BEEN PREPARED 0011 0 C� � �� iS T f /i' F O 17 d ANGULAR ERROR PER " = 00" IN CONFORMITY WITH NE MINIMUM * 44110$/ * + No. 11261 � PROJECT NO: 070419.001 .0. ' � ADJUSTED BY COMPASS RULE: STANDARDS AND REQUIREMENTS OF GEORGIA N 248 I g o PLAT ERROR OF CLOSURE: 1/941,166 8 8 FIELD ERROR OF CLOSURE: 1/24,000-1- LAW AND IS SUITABLE FOR RECORDING 1 PROFESSIONAL I DATE: 03/17/08 v,• ›: � C6 DRAWN BY: KMI 011 % Nc+NEE � CK Cd" v O 6•4, A' F S. Y• 0 CHECKED BY: TMR REFERENCE: x SHEET NO: A, , 1. SUBDIVISION MAP BOOK 34 —S, PAGE 92. 1 10 5' 0' 10' /// 2. DEED BOOK 302 T. PAGE 261. 1 I 1 o 3. MAP BOOK 2, PAGE 7 & 8. TERRY � / COLEMAN rlmor r I a. j j A A 4. HIST MAP BOOK 4, PAGES 149 & 149. GA RE . . ND SURVEYOR NO 2486 GRAPHIC SCALE: 1 „ =10 , O v .