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10-0499 Brown
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/01/2011 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 #: 100499 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME JAMES & CAROL BROWN CONTACT ADDRESS PO BOX 554 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 -0554 PROPERTY ADDRESS 914 JONES AVE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: 04/01/2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION ENGINEERING FEES ONLY NEW RESIDENTIAL BLDG - SF 914 JONES AVE JAMES & CAROL BROWN PO BOX 554 TYBEE ISLAND GA 31328 -0554 CATSKILL BUILDERS, INC. 210 CATALINA DR, TYBEE ISLAND GA 31328 1445 P $6,085.75 $165,000.00 PERMIT #: 100499 TOTAL BALANCE DUE: $ 87.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: r P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 695 -7262 dkdbusPgmail.com INVOICE April 1, 2011 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 9114 RE: Jimmy Brown -$12 Jones Avenue 09 -27 -10 0.50 hours Invoice #21004202 Ri(UNITV,R0 blid Site observations and conditional concurrence 0.50 hours @ $175 /hour = $87.50 Total Due 11-127?7 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, April 01, 2011 7:35 AM To: Dianne Otto Subject: 914 $ ones Avenue for Jimmy Brown Attachments: 21004202.doc I concur with the Engineer's comments and find the completed site grading to be in susbstantial accordance with the permit requirements. ,try 0 I o, D By: 4-' - t t 5 ,r+1. ►\ BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 91 2 - 897 -- 6932 LAHBOS@BELLSOUTH. NET March 30, 2011 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Jim Brown Project 912 Jones Avenue Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan with the exception of the following : 1. The designed drainage swale on the south side of the structure was not placed completely in order to save two oak trees. 2. Instead of the complete swale, the swale was routed to the east, then north to connect with the designed swale on the north side of the structure. The north side swale and retaining wall was installed correctly. 3. The site was mulched with hay and seeded for stabilization. The owner will need to monitor this condition every 6 months and re -mulch as necessary until final stabilization is achieved. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos@bellsouth.net. Sincerely, Mark Boswell City of bee Island • Community Develo, ,ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. ; or 6 t: Date Requested Owner's Name C 0 ;_ J ,-m Date Needed Gen. Contractor°. f _4 . Subcontractor Contact Information r'1 , Project Address x '14 J o M_ S Ave) . Scope of Work . fl P i F Inspector Inspection L m A Pass Date of Inspection -e �'S` r -Q J - � ( , n r\ IBC 3pQx y v�P Fail Fee .lei Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE important: Read the instructions on pages 1-9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owns Name JAMES C. AND CAROL L. BROWN A2. Budding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 914 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 For Insurance Company Use: Policy Number Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 55-8, WARD 3, TYBEE ISLAND A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Let, 3290176 Long. 80.84756 Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a budding with a c rawlepace or enclosure(s): a) Square footage of crawlspace or enclosures) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in Ae.b d) Engineered flood openings? ❑ Yes ® No 241 sq R 2 sgin A9. 0 NAD 1927 0 NAD 1983 For a building with an attached garage: a) Square footage of attached garage ji(g sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A9.b jyLA sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BI . NFIP Community Name & Community Number County Name 183. State TYBEE ISLAND, GEORGIA - 135164 182. CHAHTHAM GA. B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevations) (Zone 13051CO213 F Date Etfective/Revised Date Zone(s) AO, use base food depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) 812, is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date tia ❑ CBRS ❑ OPA ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Draweogs' ❑ 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 -h below according to the building diagram specified in Item Al'. Use the same datum as the BFE. Benchmark Utilized LOCA„Verticat Datum MOM Conversion/Comments NONE Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ¢.92 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor j5 44 IR feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) HOE. ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building aF.E.COMMENTS 0 feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) ¢.3 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) g.4 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stars, including 12 ® feet ❑ meters (Puerto Rico only) structural support 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. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Lensed land surveyor? ® Yes ❑ No Certifies Name BERT B. BARRETT, JR. License Number GA. 2225 Title OWNER/PRESIDENT Company Name BERT BARRETT, JR. LAND SURVEYING, PC. Address 1A WOAD City SAVANNAH State GA ZIP Code 31410 Signatu EfrS 11111',, Date 3/30/11 Telephone 912 - 897 -0661 FEMA F 81-3 , Mar 09 See reverse side for continuation. Replaces all previous editions WARNING: Due to the possibility that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor, it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt, Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 914 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 For Insurance Company We Policy Weber Compmy NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUoompany, and (3) building owner. Comments 1. MAGELLAN MERIDIAN GOLD GPS UNIT USED TO OBTAIN LAT/LONG 2. THE LOWEST ELEVATION OF MACHINERY SERVICING THIS BUILDING WITHIN THE FOUNDATION WALLS IS AT 24.84' NAVD 1988. 3. THE Ft, VA r .�, THE OUTSIDE HEATPUMP UNIT (CONDENSER) IS AT 132 NAVD 1988. Signatu Date 3/30/11 ❑ Check here if attachments SECTION E - BUILD! � LEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. B the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For items E1-E4, use natural grade, if available. Check the measurement used. 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, crawispace, or enclosure) is N(g. ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, cratinlspace, or enclosure) is W.A. ® feet ❑ meters ❑ above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is A. ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) Is jam. ® feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is Nom. ® 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 N/A Address N/A City N/A State GA ZIP Code N/A Signature N/A Date N/A Telephone N/A Comments N/A where 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 items) 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 tioodplain management purposes. G4. Permit Number N/A G5. Date Permit Issued N/A G6. Date Certificate Of Compliance /Occupancy issued N/A G7. This permit has been issued for ❑ New Construction ❑ Substantial improvement G8. Elevation of as -built lowest floor (Including basement) of the building: NIA. ® feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation Local Official's Name N/A Community Name N/A Signature N/A Comments N/A ® feet ❑ meters (PR) Datum N/A ® feet ❑ meters (PR) Datum Title N/A Telephone N/A Date N/A n Check here if attachments FEMA Form 81 -31, Mar 09 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. 914 JONES AVENUE Policy Number City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number 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 on the reverse. RIGHT SIDE VIEW LEFT SIDE VIEW FRONT VIEW REAR VIEW STREET 60' R/W 0 60' (MAP DISTANCE) R.B.F. JONES AVENUE 60' R/W N 21'01'56" E 60.05' N O X N m M NI I N I NEW WOOD PRIVACY FENCE , 14.85' 11 L LOT 56 —B 1 I D.B. 1518-416 2 I o I O X 0) LAT (MAG.) z � 1.56' 0' P METAL 14.96' STORAGE BUILDING REFERENCES; 1. PLAT RECORD BOOK 44P -52. 2. D.B. 336P-308. STATE OF' GEORGIA CHATHAM COUNTY 0 T 55 NEW TWO STORY FRAME RESIDENCE ON PIERS STORAGE AREA 1 A.C. PLATFORM C.M.F. 0 R.B.F. 60.00' I-1-1 S 21'01'56" W 0 i� Is i I I 11.07' i-- 1mt. 106 r 60.30' -- S 2027'35" W POWER POLE LOT 55 —A D.B. 345J -74 LOT 54 —B D.B. 336P -308 C.M.F. 5/8" R.B.F. C.M.F. = CONCRETE MONUMENT FOUND R.B.F. = REBAR FOUND D.B. = DEED BOOK PLAT OF LOT 55 —B, WARD 3, TYBEE ISLAND KNOWN AS No. 914 JONES AVENUE, TYBEE ISLAND, GEORGIA. FOR: JAMES C. & CAROL L. BROWN DATE OF SURVEY: MARCH 30, 2011 DATE OF PLAT: MARCH 30, 2011 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD 1/ 18,000 < ERROR /POINT ADJ. METHOD NONE E.O.C. PLAT 1/ 144,037 TOTAL STATION TRIMBLE 5600 SCALE: 1 "= 20' 0' 20' 40' BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897 -0661 PROJECT \01759 -558 -4 3 -31 -11 \ Ls City o Thee Island • Community Devel •lent Dept. e Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ,5d Jr' MEM alumik INTERNATIONAL CODE COUNCIL MEMBER Permit No. /0— 0 Date Requested '-'1/ Owner's Name n ., Date Needed 3 - 2.6?---/( r L,. ie-) Gen. Contractor 0.(3 4-ck," I Z /Girl. , Subcontractor Contact Information 4 ir \ n^ 7 1 r o •„,) ri 4/ 4 -/ - 3 S 0 3 Project Address Scope of Work. Inspector "1/1 Date of Inspection Inspection 4, 4,4 Pass L._ 0 Inspection - 1 i4vAC Pass )'S (A) Inspection -17 ," a / C . Pass Fail Inspection bid Aid r Pass Fail z-ot. F-1 ut.)Z. /A) Fee Fee ee Permit No. City of bee Island • Community Devela ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 o a ( Owner's Name -%;'&utj Date Requested Date Needed Gen. Contractor 7-7 ,1 ' 1 / I Subcontractor y Contact Information )4. 6 l - 1-5/ ..- Jii)riit) Project Address (4{L-U RipA)i"EC, Scope of Work . 1\ P,svd..i S €7- INTERNATIONAL CODE MUNCIE MEMBER Zr.:47 1 < „ ? : Li Inspector �`7t M1I Inspection A4.1 i"0 Date of Inspection Pass me Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee �ua1 \,\ FOR /+ eorS 'Pc• r RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND . FAX TO: Lynn Brennan 9-37 Phone 912=44 306-230S- 06H-6/ 34- 2 (023- Location Address: 1 IL-1- l 3t Lot # Release Date: „5 ajri I Type of Release: Temporary vrmanent Subd Name: ■ Electrician: !; �I Owner/Builder: 'Ndtegini t,OZ Electrician Phone Number: Phone Number: 5W 731 X5$3 Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: IX Result Report P 1 03/10/2011 12:01 Serial No. CM35228060004 TC: 239821 Destination Start Time Time Prints Result Note Georgia Power 03 -10 12:01 00:00:31 001 /001 OK Note TM: Timer TX. POL: BDubl- ida CALL: cio : SeclSriaForward. Ce, RTXND: ooeSdeeBindinreton.$P piaoignl, : F -od : Re -TX. RLY: Relay, BX: confidential. BUL: Bulletin, SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, Pw -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- Full:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL :File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. FOR !a ry : a 'Po 4..iode s- RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FAX TO: Lynn Brennan 9'! -= _ - 7 Phone 912 �010 -2la x4 -1..f Location Address; Gl i --- wb,3p! S. Lot # Release Date: Type of Release: Temporary i/ Permanent Subd Name: Electrician Phone Number: {..F'�L_j7 Phone Number: ' - "Sze Electrician: OwnerBuilder: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Electrician Phone Number: OwnerBuilder: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner-Builder: Electrician Phone Number: Phone Number: U.S. DEPARTMENT OF HOMELAND SECURI, ELEVATION CERTIFICATE Federal Emergency Management Agency ■National Flood insurance Program Important Read the instructions on pages 1 -9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Fie insurance Company Al. Building Otter's Nara JAMES C. AND CAROL L. BROWN Poily ttiarlbw. . NMC•Nrrnbdr A2. Budding Sheet Address (including ApL, Unit, Suite, andlor Bldg. NO or P.O. Route and Box No. 914 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 55-B, WARD 3, TYBEE ISLAND At Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. LaUMrde/ ongitude: Lad. 32.00176 Long. 80.(14756 Horizontal Datum: M. Attach at least 2 photographs of the buffing if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number $ M. Fora building with a crawlspace or enclosure(s): a) Square footage of aawlspaoe or endosue(s) sq ft b) No. of permanent flood openings in the aawlspace or enclosure(s) within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b .$ sq in d) Engineered Itood openings? ❑ Yes ® No ❑ NAD 1927 ® NAD 1983 A9. Fora building with an attached garage: a) Square footage of attached garage NA sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A9.b g.6 sq In d) Engineered flood openings? ❑ Yes ?2 No I •71 .7 ' /N• ,,' .rrr 'j • B1. NAP Community Name & Community Number 162. County Name TYBEE ISLAND, GEORGIA - 135164 CHAHTHAM IB3. State GA. 134. Map/Panel Number 13051CO213 135. Suffix F 86. FiRM Index Date 9/26/08 B7. FIRM Panel EffedivelRevised Date W26/08 98. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. ❑ Other (Describe) ® NAVD 1988 ❑ Other (Describe) ❑ FIS Profits ® FIRM ❑ Community Determined 811. Indicate elevation datum used for BFE In item 69: ❑ NGVD 1929 1312. Is the budding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date NA ❑ CBRS ❑ OPA ❑ Yes r4 No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations am 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 A1-A30, AE, All, 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 -h below ac oaring to the building diagram specified in Item A7. Use the same datum as the BFE_ Benchmark Mind j_OCALVertical Datum NAVD88 Conversion/Comments NONE a) b) c) d) e) 1) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) em Top of the next higher floor 1 4.J4 Bottom of the lowest horizontal structural member (V Zones only) NM - Attached Attached garage (top of slab) NONE Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) Lowest elevation of machinery or equipment servicing the building NONE• ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) ¢•� Highest adjacent (finished) grade next to building (HAG) ti•4 Lowest adjacent grade at lowest elevation of deck or stairs, including ¢.2 structural support ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. ® Check here if comments am provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifiers Name BERT B. BARRETT, JR. Title OWNER/PRESIDENT License Number GA. 2225 Company Name BERT BARRETT, JR. LAND SURVEYING, PC. City SAVANNAH State GA ZIP Code 31410 Date 12/21/10 Telephone 912-897 -0661 See reverse side for continuation. Replaces all previous editions WARNING: Due to the possibility that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor, it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. IMPORTANT: In these spaces, copy Jrresponeng c rn item Gram SectEon A. Budding Street Address Crnclud:-ng Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No 914 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 F r r=mitze CefwAr t ry I CvIC`r SECTION D - SURVEYOR, ENGINEER, O l ARCHITECT CERTIFICATION (CO 7TBdt1 D) Copy both sides Otis Elevation Certificate for (1) community official, (2) Insurance agenthxenparry, and (3) beetling owner. Comments 1. MAGELLAN MERIDIAN GOLD GPS UNIT USED TO OBTAIN LAT /LONG. �A -' -j . Date 2121/10 ■ Check hare If attachments e- T . AMIN INFORMAMIN (SURVEY KW Ems) FOR ZONE AO AND ZONE A (WITHOUT BFE) SECTION E - For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate lo inlanded to support a LOMA or LOMB -F request, complete Sections A, B, and C. For items E1-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 Door (including basement, cxawlapace, or enclosure) is N/A 0 feet 0 meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, cmwlspace. or enclosure) is 11.6. 0 feet ❑ meters ❑ above or ❑ below the LAG. Ea For Building Diagrams 6-9 with permanent flood openings provided in Section A items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is jy(Q. feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (fop of slab) is L�(A. d feet 0 meters ❑ above or ❑ below the HAG. E4. Top of platarrn of Machinery and/or equipment servicing the bu9dshg is N/A. 0 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? (3 Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OVurNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who camp moms 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 cones f to the best of my knowledge. Property Owner's or Owner's Authorized R 's Name N/A Address N/A City N/A State GA ZIP Code N/A Sigrahse N/A Date N/A Telephone N/A Comments N/A The local official who is authorized by law or ordinance to adndrdsier the community's floodplain management ordinance can complete Sections A, B, C (or E). and G of this Elevation Ceriiftcate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G7. ❑ 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 budding located in Zone A (without a FEMA - issued or community-issued BFE) or Zone AO. G3. ❑ The following itormaiion (Items G4-G9) is provided for community floodplain management purposes. G4_ Perim Number N/A G5. Date Permit Issued NIA G6. Date Certificate Of Issued N/A G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (Including basement) of the building: N/A : feet ❑ meters (PR) Datum G9. BFE or (In Zone AO) depth of flooding at the building site: N/A. 0 feet ❑ meters (PR) Datum 010. Comntutlls design flood elevation N/A t, feet ❑ meters (PR) Datum Local Official's Name N/A Title N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments WA Jl Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions 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. 914 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Policy Number Company NAIC Number 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 on the reverse. REAR VIEW LEFT SIDE VIE', "' RIGHT SIDE VIEW CITY OF TYBEE ISLAND BUILDING PERMIT WAFER METER PICKUP DATE ISSUED: 02/23/2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # NEW RESIDENTIAL BLDG - SF 914 JONES AVE JAMES & CAROL BROWN PO BOX 554 TYBEE ISLAND GA 31328 -0554 CATSKILL BUILDERS, INC. 210 CATALINA DR. TYBEE ISLAND GA 31328 1445 P $5,998.25 PROJECT VALUATION $165,000.00 ONE WATER METER (3/4 -INCH) PERMIT #: 100499 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: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org iong` INTERNATIONAL CODE COUNCIE Permit No. City q rbee Island • Community Devel Jhent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Date Requested MEMBER Owner's Name 1\i Date Needed l i Gen. Contractor(1'� + ( I Subcontractor Contact Information 2_1 C7 - I 0 I Project Address '1 01/ 6, re. 2' Scope of Work k 14=c/L .A) Inspector '/' Date of Inspection i e:s Inspection o ) >,�� - Pass �; it Fee Inspection Pass Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee L l EcinfoN' ; st Spray Foam r lrs ladion; Contractor / Home Owner Jobsite Address /Alm y e A) 9,Y ,..jcwis tee _1_5411/Jn Installed Statement Locations of Insulation Thickness Total R value Roofdeck x 3.81 = 19 . 05- Dormers I Gables 3.5 x 3.81 = 13.3q Walls .3. s x 3.81 = /3,3 Y Crawispace \I x 3.81 = /4- -CM, IL cr) y a_ x riti = HOD R-value = 3.81 per inch Tensile Strength = 5.6 psi Density = 0.45 - 5.0 lb/ft3 Compressive Strenght = 0.7 psi Demilec Batch # Andek Batch # Company Name Coastal Insulation, LLC (912) 232 -7771 Evaluations: ICC-ES ESR #1172 4E6 /3733 --JA-.501,1 � �JZQE�1�E Lit Applicator Name pplicator Signature ate City of bee Island • Community Develc ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. 10-0LI.99 Date Requested °' f1. Owner's Name B I fl (&.J r1 Date Needed ^3 Gen. Contractor 0 air- S4, i 1 Subcontractor iina` INTERNATIONAL CODE COUNCIL MEMBER ��- Contact Information ! (1-1 o t..0 /n 1- - 3 S .:) 3 Project Address (-1) 1 LI TO rt-Q,5 Ave.. Scope of Work . Si YA U-) Inspector Date of Inspection Inspection l h S- 0 la 4 or, Pass Fail Ng Fee �, ui I I rii 3 i ; /) a.) 1 .J �v -a i\ti1' vfi �� - y 3 . Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee City of I\ lee Island • Community Develo( ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. `� Date Requested Needed Subcontractor Owner's Name Gen. Contractor :..r INTERNATIONAL CODE COUNCIL MEMBER Contact Information r .S ) Project Address d � ! 4 .,.� ✓P Scope of Work Inspector Date of Inspection Inspection e ( 4 - ;�,��' k P_ (eC_.. Pass Inspection Jam. Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of ' ee Island • Community Develo4 ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. ( a 0 Owner's Name Gen. Contractor 0 ok--.11 Contact Information �m m Project Address 0 A 4 -070 .S Scope of Work . .A.,J r Inspector Date pf Inspection ss n d Inspection �} �' ' Pass - F mulak INTERNATIONAL CODE COUNCIL MEMBER Date Requested ti . Date Needed Subcontractor InIou,„ II 2. V� . ff Inspection 1 'J u Y 1 ii Pi. Pass Inspection r c J J e_ ( e c. ob Inspection -pp ✓rJblr- )6-'1 -i N PSS Pass 0 Fail Fee Pass Fail 0 Fe ) _> LL1 `'FA1Z 1 _NERGY STAR° Qualified in Highlighted Regions art--- /; • ,.._! obi jot, ,, Jr/472,11r7 ® Qualified RGYSTAR NFRC,� �\' nalFenestratian itingCouncilm PWG MW Pro Series Classic DH Vinyl Frame Double Glaze No Grilles Low -E Solar Cooling Not Gas Filled Warm Edge (M) PWG -M -056 RTIFIED ENERGY PERFORMANCE RATINGS U- Factor (U.S. /I -P) ,3 5 Solar Heat Gain Coefficient 21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance ,41 ..�� claret stipulates that these ratings conform to applicable NFAC procedures for determining w o e performance. NFRC ratings are determined for a fixed set of environmental conditions and a product size. NFRC does not recommend any product and does not warrant the suitability of any for any specific use. Consult manufacturer's literature for other product performance information. www.nirc.org P + 50/ -50 INFILTRATION RATING MEETS OR EXCEEDS 0.30 CFMISOFT iN TESTED TO AAMA/WDMAICSA 10111.S.21A440 STANDARDS. City of )ee Island • Community Develo( ;ant Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ► \\mow. sV i ` :mgr INTERNATIONAL CODE COUNCIL MEMBER Permit No. \ rl )-- OH- g1 q Date Requested 12 - - I 0 Owner's Name C e3 k.,._3 r I .: Date Needed ! � - � _ Gen. Contractor ( 0 -C 5 . i i Subcontractor Contact Information A () `-4 210- `0 Project Address o I 4 o t Q S Ave. . Scope of Work VV.ui ' j 1 Inspector p ' f Date of Inspectio �� -�, !�/ Inspection n o G'4"4.--P rr-1 Pass Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee �%������: I C C E L V I L l a % p e e s ' " C i t y o f p e e I s l a n d " C o m m u n i t y D e v e l a d e n t D e p t . I n s p e c t i o n R e p o r t 4 0 3 B u t l e r A v e . " P . O . B o x 2 7 4 9 " T y b e e I s l a n d , G A 3 1 3 2 8 P h o n e 9 1 2 . 7 8 6 . 4 5 7 3 e x t . 1 1 4 " F a x 9 1 2 . 7 8 6 . 9 5 3 9 P e r m i t N o . i n � L 1 1 O w n e r ' s N a m e G e n . C o n t r a c t o r : r f p ( A ) k ) 6 : - . 1 ) 1 1 2 ' 5 K - i j 1 I N T E R N A T I O N A L C O D E C O U N C I L M E M B E R D a t e R e q u e s t e d f n j j % r J D a t e N e e d e d ) 2 q i a 0 S u b c o n t r a c t o r C o n t a c t i n f o r m a t i o n 1 2 1 0 - I ( 2 / 7 P r o j e c t A d d r e s s �� ) ��- �� A J f 7 P J / S c o p e o f W o r k . F E , . r c . . L 1 I - I n s p e c t o r ' 7 1 - 7 D a t e o f I n s p e c t i o n U / 2 i v I n s p e c t i o n i - z - n Z P a s s Q'. F a ' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e I n s p e c t i o n P a s s Q' F a i l Q' F e e TX Result Report P 1 10/25/2010 12:49 Serial N0. CM35228060004 TC: 209672 Destination Start Time Time Prints Result Note Georgia Power 10 -25 12:48 00:00:44 001/001 OK Note MIX: Mixed OrigPinal_TX11CALL:OManual1TX. Original Size FWD:FFoorwardMePC: PC -Fax, BND: Double -Sided Binding Direction. SP: Special original. FCODE: F -code. RTX: Re -TX, RLY: Relay MBX: Confidential, BUL: Bulletin. SIP: SIP Fax, IPADR: IP Address Fax, I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- FuIl:Memory Full, LOUR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYSEE ISLAND FOR s "r '-m -N— _'^ _ FAX TO: Lynn Sreanan 9ab2=9.4=M=3.5a7 Phone 9123 �tor4:e- 'Pou+e rTT ule- V .o 9 o6 -Z�oS O -1 'Q-+ -Ia.i 3..zt- 2625 Location Address: Lot # Release Date: Type of Release: ! Tep ary Permanent Subd Name: Electrician: 4 •04'�tC_. k J Electrician Phone Number: OwnerBnilder: Iffk2i tom_ —M Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Electrician Phone Number: Owner/Suilder: Phone Number: Location Address: Type of Release: Temporary Permanent Electrician: OwnerBuilder: Lot # Release Date: Subd Name: Electrician Phone Number: Phone Number: FOR RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND . FAX TO: Lynn Brennan X35-37 Phone 912421:153W3* 30(0_ 2803 — 3 o c0 - 2 Lit_ -iztztrkfm-.9 eo. -+� 308- 2 ‘,2S Borg ;a Sou+e r I -04-1411 Location Address: 1114- ,1,116 Lot # Release Date: Q Z 117 an07l Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: 5z:r2 ` /(o Owner/Builder: (11( E.I Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Lot # Release Date: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: Permit No. City of 403 Butler Phone bee Island • Community Develo ent Dept. Inspection Report Ave. • P.O. Box 2749 • Tybee Island, GA 31328 912.786.4573 ext. 114 • Fax 912.786.9539 Owner's Name r , Gen. Contractor (30, S \•")..q I A r s • Contact Information Date Requested Date Needed Subcontractor ! --: INTERNATIONAL CODE COUNCIL MEMBER c) Efe 3o'7- ,314c Project Address --,"3-o n e S As e . Scope of Work C r . Inspector Inspection , ; . °) 1 I v Date of Inspection Pass E Inspection Inspection Inspection �rD Fail Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee (o -2q -10 avy‘ &V4\0d �QP oeuv a_D- (0(7 .. S sn .64./4 12fLe CI lb 4e, • 0. 0 „vd/ rt. o 71 r:s -f Sze — 64,.(1 -'e- v, Fe.. O.OrreC4e--CL, ..)".)X■r. °w 1 Lr DATE ISSUED: 10 -22 -2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 914 JONES AVE JAMES & CAROL BROWN PO BOX 554 TYBEE ISLAND GA 31328 -0554 CATSKILL BUILDERS, INC. 210 CATALINA DR. TYBEE ISLAND GA 31328 1445 P $5,998.25 $165,000.00 PERMIT #: 100499 TOTAL BALANCE DUE: $5,998.25 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 0-04-41 1\ Location: ) J)1 h'e, S #✓e V PIN # V2 sets of building plans 1 copy of survey showing / ground elevations &food zone V $250 plan deposit NAME ADDRESS TELEPHONE Owner 11.v417 J CcAi'D 1 P 0 15 19 x _5-5`I g vi vi-;05 Architect or Engineer De, h^ pse y L 0fve ti V k ). C5)-411 Building Contractor C 1 s 1 , I %� ` (Cheek all that apply) ❑flew Construction ❑ Other Residential F4--Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial Details of Project: C ©rC 4-v'vc1" A/' e 1•� g.s d y) Yti) Estimated Cost of Construction: $ ii l b 0 00 Q. 0 p Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: .71 Kgc i 0 P r\ '/\&\-11 ) "9 ) P Remarks: (6) Other (please specify) 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 # Bathrooms J---7— Lot Area • . 1 ' C (if 16 5 Living space (tot ll sq. ft.) ) 5 1 )- +0 4- a l k ctAeci ), *4 4 S # Off-street arking spaces 'gyp Trees located & listed on site plan Q- S Access: Con-t /(-)Y -e_ Driveway 7. 0 (ft.) I With culvert? € S With swale? Setbacks: Front Rear ) 0 Sides (L) ) 0 (R) 0 # Stories 7- Height ,_.7 t ) 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 r S J 1, On -site waste and debris containers will be provided by Construction debris will be disposed by ji\ ) }� S �� a y means of 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: Signature of Applicant: Note: A permit normally takes 7 to 10 business days to proces 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 reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Date 1(c) kg x100 = Iy'i,Sao FEES Permit Inspections Lt 3 cf \Water Tap314' (07o Sewer Stub 44" Aid to Const. j ifs CC Recovery p o O 'DC nat 131.2 TOTAL 619825 _ 2So 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: Project I.D.: ■ YY\ 7� �)y Attachments approved by: Date: lEuix CITY OF TYBEE ISLAND a. June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org /docs/ field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Si e of Owner /Contractor P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org 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: Owner's Name: Address: .61)--,e5 A Yy‘1.9 ) C■rm) L- � �oX 55�i Go4 S ii , )r Contractor's Name: 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. BFE Acknowledged and agreed to this Own; Contractor Signature Owner / Contracts t Printed Name day of b U `P V'� , 20) . Location of Work: STATE ENERGY CODE AFFIDAVIT qiv �or PS Owner's Name: }'Y\ 11^ ) C A re Y' ® -- Address: 0 b U , Contractor's Name: C /1q" k ` ) 0 This letter is to confirm the understanding of the owner / 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. trvi Owner's Printed s me IC I� Date Contractor's Signature Date Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: q ) V j-0 h -Q f Y 'C r 1 Owner's Name: ) )v— 7 �' C r0 ) ,6J (® 1--- Address: I V F 0 X-5-Y Contractor's Name: C )-. 5 k 1) / 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 such provisions. Description of alteration: 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 describe, alteration in accordance with these provisions. ature Owner's Printed Na Contractor's Signature Contractor's Printed Name 119— /)—)u Date Date APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date Location of Work: Owner's Name: Address: CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Contractor's Name: Temporary Electrical Service Affidavit 1) -e v o m i-Y-7 y Cro) 13(a Q o X 5-sy of 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. 20— ))))er s Signature Date VYN F (0 \A. Owner's Printed Nalme Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name Location of Work: Owner's Name: Address: CITY OF TYBEE ISLAND SUBCONTRACTOR LIST 9),l S.1)-�s /"") ye ';wk aft') Pfd i3DX 5"5v } 1 1 I Contractor's Name: List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company C d`-+ y K A) I Address 2 ) 17 G4A, ) ,e Y` r� Contact Person I4+)'7 Cer7ohe i>A41 2. Company L b Address Contact Person Business Type e Y, e{ I G o)--) License Number Phone Number Business Type License Number Phone Number bp-7 a-)n- )007 b L✓ 3. Company 2, (,l a- pi,,,,h;y Business Type Address 5190 -L 1. ar�-. j� -Q f t r Contact Person C) )r.)` S 6) 0 / 0 Phone Number 4. Company 4 ,FV& )-)--) >° ) ec 70) 5 A)- e- ■41- Y Ion{% License Number /'i F 7 073 / 1 b- 7 ') b7 P•ec.:)--r )\ C 0 Address Contact Person 5. Company del 0.N- Address cLh '�- V Contact Person 5A -q,L5 ` n o r Business Type , License Number j on 1076 1I:"7 Phone Number Business Type 144d, License Number C G,741 Phone Number Q Z - $ (o S' 29 (0 9 Attach additional sheets if needed. Georgia R ;idential Energy Code Compliance Certificate A permanent certificate shall be readily accessible and shall be posted on or near the electrical distribution panel or air handler. To obtain the panel certificate form (MS Excel spreadsheet) visit the Georgia Department of Community Affairs website: http: / /www.dca. state. ga. us /development/constructioncodes/ } REScheck Software Version 4.3.1 Compliance Certificate Project Title: Brown Residence Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 914 Jones Ave. Tybee Island, GA 31328 Georgia Residential Code Tybee Island, Georgia Single Family 1445 ft2 15% 1851 2 Owner /Agent: Jimmy & Carol Brown 914 Jones Ave Tybee Island, GA 31328 Designer /Contractor: Anthony Sapone Catskill Builders Inc. 210 Catalina Dr. Tybee Island, GA 31328 912 - 786 -6127 catskillbuilders@comcast.net Compliance: Passes on UA trade -off Maximum SHGC: 0.40 Your SHGC: 0.38 Compliance: 51.8% Better Than Code Maximum UA: 416 Your UA: 201 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Assembly Gross Cavity Cont. Glazing UA Area or R -Value R -Value or Door Perimeter -U- Factor:. Floor 1: All -Wood Joist/Truss:Over Outside Air Floor 2: All -Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Wall 2: Wood Frame, 16" o.c. Wall 3: Wood Frame, 16" o.c. Door 1: Glass SHGC: 0.38 Wall 4: Wood Frame, 16" o.c, Window 2: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Window 3: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Door 2: Solid Wall 5: Wood Frame, 16" o.c. Window 4: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Window 5: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Wall 6: Wood Frame, 16" o.c. Window 6: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Window 7: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Window 8: Vinyl Frame:Double Pane with Low -E SHGC: 0.38 Wall 7: Wood Frame, 16" o.c. Wall 8: Wood Frame, 16" o.c. Window 9: Vinyl Frame:Double Pane with Low -E 1053 392 112 18 73 133 55 252 30 12 22 243 15 15 324 15 15 30 146 170 15 30.0 30.0 19.0 30.0 30.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 17 6 3 0.380 7 2 3 0.380 21 6 0.380 11 0.380 5 0.870 19 7 0.380 6 0.380 6 9 0.380 6 0.380 6 0.380 11 5 5 0.380 6 Project Title: Brown Residence Report date: 09/29/10 Data filename: C:\ Users\ Lou \Documents \REScheck \Brown.rck Page 1 of 5 SHGC: 0.38 Window 10: Vinyl Frame:Double Pane with Low -E 15 0.380 6 SHGC: 0.38 Wall 9: Wood Frame, 16" o.c. 122 19.0 19.0 4 Ceiling 1: Cathedral Ceiling (no attic) 480 30.0 30.0 8 Ceiling 2: Flat Ceiling or Scissor Truss 965 30.0 30.0 16 Heat Pump 1: Air Source 7.7 HSPF, 13 SEER Air Conditioner 1: Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Georgia Residential Code requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Minimum R -Value Requirements: Basement and Crawl Walls R -5 Attic Kneewall R -18 Wall Cavity R -13 Mass Walls R -5 Roof /Ceiling R -19 Floors over unheated space R -13 Signature Date Maximum Glazing Requirements: Windows/Glass Door U- Factor = 0.65 with maximum SHGC = 0.40 Project Title: Brown Residence Data filename: C: \Users\ Lou \Documents \REScheck \Brown_rck Report date: 09/29/10 Page 2 of 5 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Cathedral Ceiling (no attic), R -30.0 cavity + R -30.0 continuous insulation Comments' ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R -30.0 cavity + R -30.0 continuous insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 2: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 3: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 4: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 5: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments* ❑ Wall 6: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 7: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 8: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments' ❑ Wall 9: Wood Frame, 16" o.c., R -19.0 cavity + R -19.0 continuous insulation Comments. Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.380 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U- factor: 0.380 For windows without labeled U- factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments' LI Window 3: Vinyl Frame:Double Pane with Low -E, U- factor: 0.380 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments' ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U- factor: 0.380 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Brown Residence Report date: 09/29/10 Data filename: C:\ Users\ Lou \Documents \REScheck \Brown.rck Page 3 of 5 Q' W i n d o w 5 : V i n y l F r a m e : D o u b l e P a r ' i t h L o w - E , U - f a c t o r : 0 . 3 8 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t - , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s . Q' W i n d o w 6 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 8 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s . Q' W i n d o w 7 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 8 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s ' Q' W i n d o w 8 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 8 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ' ? _ Y e s N o C o m m e n t s . Q' W i n d o w 9 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 8 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k s Y e s N o C o m m e n t s * Q' W i n d o w 1 0 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 3 8 0 F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e T h e r m a l B r e a k ? Y e s N o C o m m e n t s ' N o t e : U p t o 1 5 s q . f t . o f g l a z e d f e n e s t r a t i o n p e r d w e l l i n g i s e x e m p t f r o m U - f a c t o r a n d S H G C r e q u i r e m e n t s . D o o r s : Q' D o o r 1 : G l a s s , U - f a c t o r : 0 . 3 8 0 C o m m e n t s * Q' D o o r 2 : S o l i d , U - f a c t o r : 0 . 8 7 0 C o m m e n t s * T h i s d o o r i s e x e m p t f r o m t h e U - f a c t o r r e q u i r e m e n t . F l o o r s : Q' F l o o r 1 : A l l - W o o d J o i s t / T r u s s : O v e r O u t s i d e A i r , R - 3 0 . 0 c a v i t y + R - 3 0 . 0 c o n t i n u o u s i n s u l a t i o n C o m m e n t s . A m i n i n u m R - 3 0 f l o o r i n s u l a t i o n i s i n s t a l l e d i n p e r m a n e n t c o n t a c t w i t h t h e u n d e r s i d e o f t h e s u b f l o o r d e c k i n g . I n s u l a t i o n e n d s , i n c l u d i n g b a n d a r e a a b o v e e x t e r i o r w a l l , a r e b l o c k e d . Q' F l o o r 2 : A l l - W o o d J o i s t / T r u s s : O v e r U n c o n d i t i o n e d S p a c e , R - 3 0 . 0 c a v i t y + R - 3 0 . 0 c o n t i n u o u s i n s u l a t i o n C o m m e n t s * F l o o r i n s u l a t i o n i s i n s t a l l e d i n p e r m a n e n t c o n t a c t w i t h t h e u n d e r s i d e o f t h e s u b f l o o r d e c k i n g . H e a t i n g a n d C o o l i n g E q u i p m e n t : Q' H e a t P u m p 1 : A i r S o u r c e : 7 . 7 H S P F , 1 3 S E E R o r h i g h e r M a k e a n d M o d e l N u m b e r Q' A i r C o n d i t i o n e r 1 : E l e c t r i c C e n t r a l A i r : 1 3 S E E R o r h i g h e r M a k e a n d M o d e l N u m b e r : S o l a r H e a t G a i n C o e f f i c i e n t : Q' T h e a r e a - w e i g h t e d a v e r a g e S o l a r H e a t G a i n C o e f f i c i e n t ( S H G C ) o f a l l g l a z i n g c a n n o t e x c e e d 0 . 4 . S H G C v a l u e s a r e d e t e r m i n e d i n a c c o r d a n c e w i t h t h e N F R C t e s t p r o c e d u r e o r t a k e n f r o m t h e d e f a u l t t a b l e . A i r L e a k a g e : Q' J o i n t s , p e n e t r a t i o n s , a n d a l l o t h e r s u c h o p e n i n g s i n t h e b u i l d i n g e n v e l o p e t h a t a r e s o u r c e s o f a i r l e a k a g e a r e s e a l e d . P r o j e c t T i t l e : B r o w n R e s i d e n c e R e p o r t d a t e : 0 9 / 2 9 / 1 0 D a t a f i l e n a m e : C : \ U s e r s l L o u \ D o c u m e n t s \ R E S c h e c k \ B r o w n . r c k P a g e 4 o f 5 " R e c e s s e d l i g h t s a r e e i t h e r 1 ) T I C r a t e d w i t h e n c l o s u r e s s e a l e d / g a s k e t e d a g a i n s t l e a k s h e c e i l i n g , o r 2 ) T y p e I C r a t e d a n d A S T M E 2 8 3 l a b e l e d . M a t e r i a l s I d e n t i f i c a t i o n a n d I n s t a l l a t i o n : o M a t e r i a l s a n d e q u i p m e n t a r e i n s t a l l e d i n a c c o r d a n c e w i t h t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s . Q' I n s u l a t i o n i s i n s t a l l e d i n s u b s t a n t i a l c o n t a c t w i t h t h e s u r f a c e b e i n g i n s u l a t e d a n d i n a m a n n e r t h a t a c h i e v e s t h e r a t e d R - v a l u e . �% M a t e r i a l s a n d e q u i p m e n t a r e i d e n t i f i e d s o t h a t c o m p l i a n c e c a n b e d e t e r m i n e d . " M a n u f a c t u r e r m a n u a l s f o r a l l i n s t a l l e d h e a t i n g a n d c o o l i n g e q u i p m e n t a n d s e r v i c e w a t e r h e a t i n g e q u i p m e n t h a v e b e e n p r o v i d e d . o I n s u l a t i o n R - v a l u e s a n d g l a z i n g U - f a c t o r s a r e c l e a r l y m a r k e d o n t h e b u i l d i n g p l a n s o r s p e c i f i c a t i o n s . D u c t I n s u l a t i o n : " D u c t s i n u n c o n d i t i o n e d s p a c e s o r o u t s i d e t h e b u i l d i n g a r e i n s u l a t e d t o a t l e a s t R - 8 . Q' D u c t s i n f l o o r t r u s s e s a b o v e u n c o n d i t i o n e d s p a c e s o r a b o v e t h e o u t d o o r s a r e i n s u l a t e d t o a t l e a s t R - 6 . D u c t C o n s t r u c t i o n : " A i r h a n d l e r s , f i l t e r b o x e s , a n d d u c t c o n n e c t i o n s t o f l a n g e s o f a i r d i s t r i b u t i o n s y s t e m e q u i p m e n t o r s h e e t m e t a l f i t t i n g s a r e s e a l e d a n d m e c h a n i c a l l y f a s t e n e d . u A l l j o i n t s , s e a m s , a n d c o n n e c t i o n s a r e m a d e s u b s t a n t i a l l y a i r t i g h t w i t h t a p e s , g a s k e t i n g , m a s t i c s ( a d h e s i v e s ) o r o t h e r a p p r o v e d c l o s u r e s y s t e m s . T a p e s a n d m a s t i c s a r e r a t e d U L 1 8 1 A o r U L 1 8 1 B . " B u i l d i n g f r a m i n g c a v i t i e s a r e n o t u s e d a s s u p p l y d u c t s . D A u t o m a t i c o r g r a v i t y d a m p e r s a r e i n s t a l l e d o n a l l o u t d o o r a i r i n t a k e s a n d e x h a u s t s . " A d d i t i o n a l r e q u i r e m e n t s f o r t a p e s e a l i n g a n d m e t a l d u c t c r i m p i n g a r e i n c l u d e d b y a n i n s p e c t i o n f o r c o m p l i a n c e w i t h t h e I n t e m a t i o n a l M e c h a n i c a l C o d e . T e m p e r a t u r e C o n t r o l s : o T h e r m o s t a t s e x i s t f o r e a c h s e p a r a t e H V A C s y s t e m . A m a n u a l o r a u t o m a t i c m e a n s t o p a r t i a l l y r e s t r i c t o r s h u t o f f t h e h e a t i n g a n d / o r c o o l i n g i n p u t t o e a c h z o n e o r f l o o r i s p r o v i d e d . H e a t i n g a n d C o o l i n g E q u i p m e n t S i z i n g : " A d d i t i o n a l r e q u i r e m e n t s f o r e q u i p m e n t s i z i n g a r e i n c l u d e d b y a n i n s p e c t i o n f o r c o m p l i a n c e w i t h t h e I n t e r n a t i o n a l R e s i d e n t i a l C o d e . C i r c u l a t i n g S e r v i c e H o t W a t e r S y s t e m s : " C i r c u l a t i n g s e r v i c e h o t w a t e r p i p e s a r e i n s u l a t e d t o R - 2 . " C i r c u l a t i n g s e r v i c e h o t w a t e r s y s t e m s i n c l u d e a n a u t o m a t i c o r a c c e s s i b l e m a n u a l s w i t c h t o t u r n o f f t h e c i r c u l a t i n g p u m p w h e n t h e s y s t e m i s n o t i n u s e . H e a t i n g a n d C o o l i n g P i p i n g I n s u l a t i o n : " H V A C p i p i n g c o n v e y i n g f l u i d s a b o v e 1 0 5 d e g r e e s F o r c h i l l e d f l u i d s b e l o w 5 5 d e g r e e s F a r e i n s u l a t e d t o R - 2 . C e r t i f i c a t e : D A p e r m a n e n t c e r t i f i c a t e i s p r o v i d e d o n o r i n t h e e l e c t r i c a l d i s t r i b u t i o n p a n e l l i s t i n g t h e p r e d o m i n a n t i n s u l a t i o n R - v a l u e s ; w i n d o w U - f a c t o r s ; t y p e a n d e f f i c i e n c y o f s p a c e - c o n d i t i o n i n g a n d w a t e r h e a t i n g e q u i p m e n t . N O T E S T O F I E L D : ( B u i l d i n g D e p a r t m e n t U s e O n l y ) P r o j e c t T i t l e : B r o w n R e s i d e n c e D a t a f i l e n a m e : C : \ U s e r s \ L o u \ D o c u m e n t s \ R E S c h e c k \ B r o w n . r c k R e p o r t d a t e : 0 9 / 2 9 / 1 0 P a g e 5 o f 5 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc©bellsouth.net October 20, 2010 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: RE: 12 Jones Avenue 09 -27 -10 INVOICE (912) 786 -9539 0.75 hours Plan review and conditional concurrence Invoice #21004201 RIR 21111/ 0.75 hours @ $175 /hour = $131.25 Total Due 1I-I27 (0- -ZZ -(o 3P io- 0499 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc @bellsouth.net minTrIng T September 27, 2010 Jonathan Lynn, Planning and Zoning Manager '. .)EP272010 City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786 -4573 Fax: (912) 786 -9539 9/4 RE: Jim Brown 951 Jones Avenue BY: Dear Mr. Lynn: I have reviewed the plans for the above referenced site. My review is limited to drainage issues and related 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. We offer the following comments: 1) I did not find swale calculations. However with a minimum 0.3' depth of the 10' wide swale and 0.83% slope, each swale can obviously handle even the 0.2 cfs from the 100 year storm. (Tybee only requires 25.) 2) The extension of the driveway culvert will leave only 0.04' (1/2 ") drop in the remaining ditch to the downstream pipe. Joe Wilson advised that while preferred procedure is for the culverts and ditch to follow a consistent flow line and have the same percentage, this is acceptable. 3) There is no erosion control shown for the swales. The silt fence should include there low flow swales or check dams installed in the swales at the downstream property lines. The check dams can be of the hay bale version. The Owner should be advised of this and it will be enforced in the City's E &S review of initial BMP's. 4) The south drainage swale is aimed through the middle of some existing trees. My concurrence should not be construed as permission for these trees to be removed. If the trees are to remain either a field modification prepared by the Engineer or a design revision should be submitted for City approval. 5) On the last sheet two options are given for the permeable drive. C2 does not reference this detail. Approval could be limited to these two options. 6) There is only 0.9' cover (including the proposed permeable drive) over the existing HDPE driveway culvert. I agree with Joe Wilson that the existing pipe should be exposed and both existing and new HDPE culvert encased in crushed stone. For the record, I was not involved in the recent culvert installation on the adjacent lot to the north and that is not part of this review. Please call me if you have any questions. To the best of my knowledge and belief, with the above conditions, it is my opinion that this drainage plan will meet 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 Sincerely, Downer K. Davis, Jr., P.E. President 210042conditional concurrence q -2-7-10 Co.xec. 60sWeII ew,a',tecL Prz r- 10th STREET 60' R/W .) JONES AVENUE 60' R/W o- 6• o. bej 0 to I.E. 4.64 o- 15` C.P.P. IP — 15' C.P.P. _=--- ..._„__z... = I.E. 4.50 C/L R.O.W. 1° kr 6- ry 6, 1.E.�4.56 - k 0 15- C.P.P. — I.E. 4,62 .-.--- � — I.E. 4.59 62 h� h le k R.B.S. N 21'01'56" E -- 60.05' 0' x' - �� R.B.S. 60.00' W S 21'01'56" W �o 4' 1= eco i A kg. h6 I x 60' (MAP DISTANCE) ofO LOT 56 -8 O.B. 1518 -416 ▪ 1- C3 x of NI STORAGE BUILDING C.M.F. x B.C.M.F. = BROKEN CONC. MONUMENT FOUND C.M.F. = CONCRETE MONUMENT FOUND R.B.S. = 1/2 REBAR SET R.B.F. = REBAR FOUND R.O.W. = RIGHT -OF -WAY C.P.P. = CORRUGATED PLASTIC PIPE D.B. = DEED BOOK STATE OF GEORGIA CHATHAM COUNTY LOT 55 -B D.B. 336P -308 x POWER POLE PPs 60.30' ---- eS 20'27'35" W 1* I05 n LOT 54-8 D.B. 336P -308 BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) 5/8' R.B.F. LOT 55—A D.8. 345J -74 1. PLAT OF LOT 52-B BY BARRETT LAND SURVEYING. INC. DATED 1/08/1979. 2. PLAT OF 55 -A BY BERT BARRETT. JR. LAND SURVEYING, P.C. DATED 11/17/2005. 3. PLAT OF TYBEE ISLAND SUBDIVISION MAP BY PERCY SUGOEN DATED JULY 20, 1928. PLAT OF LOT 55—B, WARD 3, TYBEE ISLAND KNOWN AS No. 914 JONES AVENUE, TYBEE ISLAND. GEORGIA. FOR: JAMES C. BROWN DATE OF SURVEY: SEPTEMBER 3, 2010 DATE OF PLAT: SEPTEMBER 3, 2010 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED E.O.C. FIELD < ERROR/POINT ADS METHOD E.O.C. PLAT TOTAL STATION 1 / 18,000 NONE 1/ 144.037 'IRIMBLE 5600 SCALE: 1 "= 20' 0' 20' 40' BERT BARRETT J. LAND SURVEY, P.C. 145 RUNNER ROAD SAVANNAH. GA. 31410 (912) 897 -0661 PROJECT \01759 -558 -2 9 -3 -10 bLr- r - cinie3 11M r r L, ; S 2,06 �.� 1P5" VV . 0 .0 A a to 4G. 3 S tre P4ht.4 C.lkL•E. t"s to` MR. k MR.5. JtMM.'( efid'Mt4 .�-- N Zt` Oa4co" e CP. p v t 1-40.1A, 1-01 - *C, -it pROTERVEn ill SEP '72010 DESIGN CALCULATIONS ANDY: HYDROLOGY REPORT FOR THE 912 Jones Avenue Tybee Island Chatham County, Georgia FOR Jim Brown P.O. Box 554 Tybee Island, Georgia 30442 September, 2010 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 L.AHB®S@BELI -CQUTH.NE" " . s t . 4 , 0 A o r o m g r o r g b r m . v . , U r n V a r I V 4 1 1 1 1 , L I , 4 " �% V " w i r 1 1 1 1 : 3 1 1 1 0 , i c 4 . 5 : * A r e J A A i i c " A I S I V A 0 , c l e \ j " , ; 1 " I P 1 1 " . ' r " W A ' . 0 ) - " 0 " 1 6 . 4 A 0 , " . " k 1 0 4 . : HYDROLOGY REPORT For The New Jim Brown Residence 912 Jones Avenue Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant with few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have a permeable driveway. The total site is approximately 0.10 acres with the new project being approximately 0.10 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex ). PRE - DEVELOPMENT SITE CONDITIONS The existing site consists of one drainage area (E- DA -1). E -DA -1 consists of 0.10 acres and drains mainly to the west to the existing Jones Avenue storm system. POST - DEVELOPMENT SITE CONDITIONS The proposed site consists of two drainage areas (N -DA -1 and N- DA -2). N -DA -1 drains mainly towards the west to the existing Jones Avenue storm system. N -DA -2 drains mainly towards the west to the existing Jones Avenue storm system. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre - development and post - development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data : Drainage Area PRE - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS POST - DEVELOPMENT RUN -OFF COEFFICIENT = SEE EXHIBITS IDF CURVES SAVANNAH HYDROGRAPH GENERATION METHOD = Rational PRE - DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE - DEVELOPMENT = 10 minutes TIME OF CONCENTRATION POST - DEVELOPMENT = 10 minutes ////////// 15" C.P.P. — 5 I.E. 4.50 4.50 60' (MAP DISTANCE) — 6 I.E. 4.59 R.B.S. N 21 °01'56" E I.E. 4.64 co- 15" C.P.P. �6 = y 15" C.P.P. I.E. 4.56 1.56' METAL STORAGE BUILDING ' POWER POLE E -DA -1 Imp = 0.0 AC Per = 0.10 AC Total = 0.10 AC Cw =0.25 x 60.05' P C.M.F. 7 x .B.S x I.E. 4.62 60.00' w S 2r01'56" W 0 O) cn oci r 0 U cm N BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) W 5/8" R.B.F. —8 C/L R.O.W. ////// I. 4 I.E. 4.56 Cy 15" C.P.P. / _ _� -� 1( 15" I.E. 4.50 - 5 x I.E. R.B.S. N 21°0 60' (MAP DISTANCE) N -DA 1 Imp = 0.01 AC Per = 0.04 AC Total = 0.05 AC Cw = 0.39 B.S. 15" C.P.P. I.E. 4.62 60.00' Lii S 21.01'56" W METAL STORAGE BUILDING POWER POLE P P C.M.F. 7-- x x l\ N. N DA -2 Imp = 0.01 AC Per = 0.04 AC Total = 0.05 AC Cw = 0.39 0 LL: CO C N BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) W 5/8" R.B.F. ,8 x Cw Calculations JIM BROWN - NEW RESIDENCE - Cw CALCULATIONS E-DA- 1 - Cw PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC. PERVIOUS AREA = 0. 1 0 AC TOTAL = O. 1 O AC (O.OxO.95) + (0.10x.25) / 0.10 = 0.25 N DA -1 - CwPOST DEVELOPED FACTOR IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.04 AC TOTAL = 0.05 AC (0.01 x0.95) + (0.04x.25) /0.05 = 0.39 N-DA -2 - CW POST - DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 1 AC. PERVIOUS AREA = 0.04 AC TOTAL = 0.05 AC (0.01 X0.95) +(0.04x.25)/0.05 =0.39 Pre — Developed Hvdrographs 1 2 3 4 5 6 Project: MATLOCK- E- HYDRO.G P\PDF: SAVANNAH.IDF 6 hyd's 09 -16 -2010 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cult) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.11 1 10 4,931 2 — JBROWN- EDA1 -2YR 2 Rational 0.13 1 10 5,823 5 — -- -- JBROWN- EDA1 -5YR 3 Rational 0.15 1 10 6,458 10 - -- - -- -- JBROWN- EDA1 -10YR 4 Rational 0.16 1 10 7,123 25 — - -- JBROWN- EDA1 -25YR 5 Rational 0.18 1 10 7,799 50 — JBROWN- EDA1 -50YR 6 Rational 0.19 1 10 8,290 100 — JBROWN- EDA1 -100YR Proj. file: MATLOCK- E- HYDRO.GPIADF file: SAVANNAH.IDF Run date: 09 -16 -2010 Hydrograph Plot Hyd. No. 1 JBROWN- EDA1 -2YR Hydrograph type Storm frequency Drainage area Intensity 1 -D -F Curve = Rational = 2 yrs = 0.1 ac = 4.57 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.11 cfs = 1 min = 0.25 = 10 min = 143 English Total Volume = 4,931 cuft 0.15 1 - Rational - 2Yr -Qp =0.11 cfs 0.10— co U 0.05 0.00 0 10 Time (hrs) Hyd. 1 15 20 25 Hydrograph Plot English Hyd. No. 2 JBROWN- EDA1 -5YR Hydrograph type = Rational Peak discharge = 0.13 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 5.39 in Time of conc. (Tc) = 10 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 0.1 0.1 v a 0.0 0.0 Total Volume = 5,823 cuft 2 - Rational - 5 Yr - Qp = 0.13 cfs 0 5 10 Time (hrs) Hyd. 2 15 20 25 Hydrograph Plot Hyd. No. 3 JBROWN- EDA1 -10YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 10 yrs = 0.1 ac = 5.98 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.25 Time of conc. (Tc) = 10 min Reced. limb factor = 143 = 0.15 cfs = 1 min English Total Volume = 6,458 cult 3 - Rational - 10 Yr - Qp = 0.15 cfs 0.10 co 0 10 Time (hrs) Hyd. 3 25 Hydrograph Plot Hyd. No. 4 JBROWN- EDA1 -25YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 25 yrs = 0.1 ac = 6.59 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.16 cfs = 1 min = 0.25 = 10 min = 143 English Total Volume = 7,123 cuft 0.2 0.1 4 - Rational - 25 Yr - Qp = 0.16 cfs 0.0 0.0 0 5 10 Time (hrs) Hyd. 4 15 20 25 Hydrograph Plot English Hyd. No. 5 JBROWN- EDA1 -50YR Hydrograph type = Rational Peak discharge = 0.18 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.22 in Time of conc. (Tc) = 10 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume = 7,799 cuft 0.2 0.1 0.0 0.00 5- Rational - 50 Yr - Qp = 0.18 cfs Time (hrs) Hyd. 5 25 I 0 5 10 15 70 Time (hrs) Hyd. 5 25 Hydrograph Plot Hyd. No. 6 JBROWN- EDA1 -100YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 100 yrs = 0.1 ac = 7.68 in = SAVANNAH.IDF Peak discharge = 0.19 cfs Time interval = 1 min Runoff coeff. = 0.25 Time of conc. (Tc) = 10 min Reced. limb factor = 143 English Total Volume = 8,290 cuft 4_ Cl 0.10 6 - Rational -100 Yr - Qp = 0.19 cfs 0.05 0.00 0 10 15 Time (hrs) Hyd. 6 20 25 Post — Developed Hvdroraphs Project: MATLOCK- N- HYDRO_G P\1 F: SAVANNAH_1DF 18 hyd's 09 -16 -2010 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 0.09 1 10 3,846 2 — MATLOCK -NDA1 -2YR — 2 Rational 0.09 1 10 3,846 2 — MATLOCK -NDA2 -2YR — 3 Combine 0.18 1 10 7,693 2 1 + 2 — — 4 Rational 0.11 1 10 4,542 5 — MATLOCK -NDA1 -5YR — 5 Rational 0.11 1 10 4,542 5 — - -- - -- MATLOCK -NDA2 -5YR 6 Combine 0.21 1 10 9,084 5 4+ 5 7 Rational 0.12 1 10 5,037 10 — -- MATLOCK- NDA1 -10YR 8 Rational 0.12 1 10 5,037 10 -- - -- MATLOCK - NDA2 -10YR — 9 Combine 0.23 1 10 10,074 10 7 + 8 — 10 Rational 0.13 1 10 5,556 25 — MATLOCK -NDA1 -25YR — 11 Rational 0.13 1 10 5,556 25 -- MATLOCK- NDA2 -25YR 12 Combine 0.26 1 10 11,111 25 10 + 11 -- — 13 Rational 0.14 1 10 6,083 50 — -- MATLOCK-NDA1-50YR — 14 Rational 0.14 1 10 6,083 50 — - -- MATLOCK - NDA2 -50YR 15 Combine 0.28 1 10 12,167 50 13+ 14 — 16 Rational 0.15 1 10 6,466 100 — MATLOCK-NDA1-100YR 17 Rational 0.15 1 10 6,466 100 — -- MATLOCK- NDA2 -100YR 18 Combine 0.30 1 10 12,932 100 16 + 17 — Proj. file: MATLOCK- N- HYDRO.GPU+DF file: SAVANNAH.IDF Run date: 09 -16 -2010 Hydrograph Plot English Hyd. No. 1 MATLOCK- NDAI -2YR Hydrograph type = Rational Peak discharge = 0.09 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.39 Intensity = 4.57 in Time of conc. (Tc) = 10 min l -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 0.10 0.08 co 0.06 0 0.0 0.0 0.0 Total Volume = 3,846 cult 1 - Rational - 2 Yr - Qp = 0.09 cfs 4 0 10 Time (hrs) Hyd. 1 15 20 25 Hydrograph Plot English Hyd. No. 2 MATLOCK- NDA2 -2YR Hydrograph type = Rational Peak discharge = 0.09 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.39 Intensity = 4.57 in Time of conc. (Tc) = 10 min l -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume = 3,846 cult 0.1 0.0 0.0 0.0 0 5 10 2 - Rational - 2 Yr - Qp = 0.09 cfs Time (hrs) Hyd. 2 15 20 25 I.- Time (hrs) Hyd. 2 15 20 25 y `'x • ! Comb \ne e cs o ca'P\'�tyP 2�' Stocm {ceopexcN0. 1 1st VAION Md. 0.20 01S ° {S arge 1 ,m1n k d \sch 2 pea eNa\ Tole ,��u�! by ota\vowme 69'3 Tuft 0.15 N 010 005' NO-1 15 20 10 l,roe Vs/ N\16. Nyd' 2 /� Hydrograph Plot English Hyd. No. 4 MATLOCK- NDAI -5YR Hydrograph type = Rational Peak discharge = 0.11 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.39 Intensity = 5.39 in Time of conc. (Tc) = 10 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 0.1 0.1 v a 0.0 0.0 Total Volume = 4,542 cuft 4 - Rational - 5 Yr - Qp = 0.11 cfs Time (hrs) Hyd. 4 5 10 15 9n 91 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No. 5 MATLOCK- NDA2 -5YR Hydrograph type = Rational Peak discharge = 0.11 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.39 Intensity = 5.39 in Time of conc. (Tc) = 10 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume = 4,542 cuft 0.1 0.1 cn 0 a 0.0 0.0 5 - Rational - 5 Yr - Qp = 0.11 cfs Time (hrs) Hyd. 5 5 10 1S 20 71 Time (hrs) Hyd. 5 Hydrograph Plot Hyd. No. 6 Hydrograph type = Combine Storm frequency = 5 yrs 1st inflow hyd. No. = 4 Peak discharge = 0.21 cfs Time interval = 1 min 2nd inflow hyd. No.= 5 English 0.25 0.20 c 0.15 0.10 0.05 0.00 0 5 10 Total Volume = 9,084 cuft 6 - Combine - 5 Yr - Qp = 0.21 cfs Time (hrs) Hyd.4 Hyd.5 15 Hyd. 6 20 25 Hydrograph Plot Hyd. No. 7 MATLOCK- NDA1 -10YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 10 yrs = 0.1 ac = 5.98 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.39 Time of conc. (Tc) = 10 min Reced. limb factor = 143 = 0.12 cfs = 1 min English Total Volume = 5,037 cult 0.15 7 - Rational - 10 Yr - Qp = 0.12 cfs 0.05 0.00 0 5 10 Time (hrs) Hyd. 7 15 20 25 Hydrograph Plot English Hyd. No. 8 MATLOCK- NDA2 -10YR Hydrograph type = Rational Peak discharge = 0.12 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.39 Intensity = 5.98 in Time of conc. (Tc) = 10 min I -D -F Curve = SAVANNAH.IDF Reced. limb factor = 143 0.1 0.1 a 0.0 0.0 Total Volume = 5,037 cuft 8 - Rational - 10 Yr - Qp = 0.12 cfs 0 5 10 Time (hrs) Hyd. 8 15 20 25 Gombroe h ape 1� yrs t� tovro iaequency o Ss n \oNN hyd. O23G {S aag ��n sch e $ o� Peak( a� tea\ Twoe ota \vo\ume Hydrograph Plot Hyd. No. 10 MATLOCK- NDA1 -25YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 25 yrs = 0.1 ac = 6.59 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.13 cfs = 1 min = 0.39 = 10 min = 143 English Total Volume = 5,556 cuft 0.15 10 - Rational - 25 Yr - Qp = 0.13 cfs 10 Time (hrs) Hyd. 10 25 Hydrograph Plot Hyd. No. 11 MATLOCK- NDA2 -25YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 25 yrs = 0.1 ac = 6.59 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.13 cfs = 1 min = 0.39 = 10 min = 143 English Total Volume = 5,556 cuft 0.15 0.10 C.) a 0.05 11 - Rational - 25Yr- Qp= O,13cfs 0.00 0 5 10 Time (hrs) Hyd. 11 15 20 25 Hydrograph Plot Hyd. No. 12 Hydrograph type = Combine Storm frequency = 25 yrs 1st inflow hyd. No. = 10 Peak discharge = 0.26 cfs Time interval = 1 min 2nd inflow hyd. No. = 11 English Total Volume = 11,111 cuft 0.3 0.2 0.1 0.0 0.0 12 - Combine - 25 Yr - Qp = 0.26 cfs 0 Hyd. 10 10 Time (hrs) Hyd. 11 15 20 Hyd. 12 25 ; 0 Hyd. 10 10 Time (hrs) Hyd. 11 15 20 Hyd. 12 25 Hydrograph Plot Hyd. No. 13 MATLOCK- NDA1 -50YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 50 yrs = 0.1 ac = 7.22 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.14 cfs = 1 min = 0.39 = 10 min = 143 English 0.15 Total Volume = 6,083 cult 13 - Rational - 50 Yr - Qp = 0.14 cfs 10 Time (hrs) Hyd. 13 25 Hydrograph Plot Hyd. No. 14 MATLOC K -N DA2 -50YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 50 yrs = 0.1 ac = 7.22 in = SAVANNAH.IDF Peak discharge = 0.14 cfs Time interval = 1 min Runoff coeff. = 0.39 Time of conc. (Tc) = 10 min Reced. limb factor = 143 English Total Volume = 6,083 cuft 0.1 0.1 a 0.0 0.0 14 - Rational - 5OYr- Qp= 0.14cfs Time (hrs) Hyd. 14 0 5 10 15 9n i1 Time (hrs) Hyd. 14 Hydrograph Plot Hyd. No. 15 Hydrograph type = Combine Storm frequency = 50 yrs 1st inflow hyd. No. = 13 Peak discharge = 0.28 cfs Time interval = 1 min 2nd inflow hyd. No.= 14 English Total Volume = 12,167 cuft 0.3 0.2 0.0 0.0 15 - Combine - 50 Yr - Qp = 0.28 cfs 0 Hyd. 13 10 Time (hrs) Hyd. 14 15 Hyd. 15 20 25 1 ) 0 Hyd. 13 10 Time (hrs) Hyd. 14 15 Hyd. 15 20 25 Hydrograph Plot Hyd. No. 16 MATLOCK- NDA1 -100YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 100 yrs = 0.1 ac = 7.68 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. Time of conc. (Tc) Reced. limb factor = 0.15 cfs = 1 min = 0.39 =10min = 143 English Total Volume = 6,466 cuft 0.15 0.10 C'f 0.05 16 - Rational -100 Yr - Qp = 0.15 cfs 0.00 0 10 15 20 Time (hrs) Hyd. 16 25 25 Hydrograph Plot Hyd. No. 17 MATLOCK- NDA2 -100YR Hydrograph type Storm frequency Drainage area Intensity I -D -F Curve = Rational = 100 yrs = 0.1 ac = 7.68 in = SAVANNAH.IDF Peak discharge Time interval Runoff coeff. = 0.39 Time of conc. (Tc) = 10 min Reced. limb factor = 143 = 0.15 cfs = 1 min English Total Volume = 6,466 cuft 0.1 0.0 0.0 17 - Rational -100 Yr - Qp = 0.15 cfs Time (hrs) Hyd. 17 0 5 10 15 7n Time (hrs) Hyd. 17 kvsi h type 1_o ycs Nydc °give uolcy A6 1st `oNhyd. 0 aCge Peak a�s�h a� P OteC� d -rio g32cd �ind 0014 by yatu�`e' 12, 2 ota� 10 Vs) Nyd.11 Cr, i 0 4 ti if ?,411,717, 1,4n7nri Soil Map —Bryan and Chatham Counties, Georgia MAP LEGEND Area of Interest (AOI) El Area of Interest (AOI) Soils Soil Map Units Special Point Features X 4t O v t 4 0 0 Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Gully . Short Steep Slope ,.. Other Political Features Cities Water Features Oceans Streams and Canals Transportation .f.µ. Rails ,pp Interstate Highways US Routes Major Roads ▪ Local Roads MAP INFORMATION Map Scale: 1:2,500 if printed on A size (8.5" x 11 ") sheet. The soil surveys that comprise your AOI were mapped at 1:20,000. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 17N NAD83 This product is generated from the USDA -N RCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 5, Dec 21, 2006 Date(s) aerial images were photographed: 9/5/2007 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. S \ Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/16/2010 Page 2 of 3 Soil Map –Bryan and Chatham Counties, Georgia Map Unit Legend Bryan and Chatham Counties, Georgia (GA613) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ch Capers soils Cuc Chipley -Urban land complex Tml Tidal marsh, salty Totals for Area of Interest 0.3 23.6 0.2 24.2 USDA Natural Resources Web Soil Survey — I Conservation Service National Cooperative Soil Survey 9/16/2010 Page 3 of 3 - " 4,1' ;•4 f' • ,;‘, .04 • • • • S. e, •-• Ett1.4.4.1:• • • ..,71e:;1‹ • ° • • • (EL 1 PARK ST — 3541000m "' • •:::00 MAP SCAil" 250 0 10111 1•—I 1-1 -13 17f, ZON (EL ZONE (EL V ••4.". •70.1t74.:1• ,•■ 4.; ZONE tb,•-%••• (EL 1( • . iF/, 1:114: '4**..1-LI 32° 00' 0 514000m E 80° 50' 37.5' ZONE VE (EL 15) 1111111 11111111.,,," 0 61 ,OD p-90 di I'll".' r I'll Pew S. '77 hilir -;] FIRW FLOOD INK°1111--: E •1•111, • 1:11 101.11:1•11 CHATI•I 11, '11 2 • •::•111 GE,01:11.(1.; 1: • AND PANEL .21E' •:11:.: (SEE MAP It.tr, Lfsl C.41,11.1aLt. CHATHAN-IC:L1N TYSEE Noticu IOUFr should fix COM11113111.1V Niiir , 01111 7 used on COMMunit, 110' ,11:1 1) ME1 [1:2• 1:11 0)1, :1:1111:11'1:1' ..I•i111:11.1•': 2( '1: Federtil. !I I :t,r41.. 1 , 1 This Is an official copy of a pc,rtic; •:,' r floc: was extracted using F-MIT In or amendments which may h-ie 1 ht , ; th n title block. For the latest 111,3 !cut 11.1, . n F ; Ivry e Program flood maps check III:, I 1., I r ii. , , SA GIS gJ S APPLICATION FOR LAND DISTURBING PERMIT Applicant ji M CrouJY1 Applicant's Address P. Q . Box 55L( No Q :reci car O: S (o-(-. Phone Number °1 •7 -3L1L- 357413 • Property Owner " / /PhoneNumber Property Owner's Address 11 Plan Prepared By t3os uJe.t ( be 5;, Serv■411$1 1hG. Project Location 912 J 4 macs. A. PIN (-1- ao©to - 09. - eo l I hereby certify that I hilly Sediment control Ordinance and erosion and Sediment Control Pi Tybee Inland I further grant designated personnel of the for compliance with the S q u a r e F o o t a g e o f A r e a 0. 1 0 AG the provisions of the City of Tybee Island Erosion and gram, and accept the responsibility for carrying out the for the above referenced project as approved by the City of right of entry onto this property, as described above, to the of Tybee Island for the purpose of inspecting and monitoring ce. 's Signature * * APPROVED * * Zoning Administrator 1- (7- 0201° Date * * * * * * * * Project File Number Date ofAppl icaation 09-17 -1 Q Permit Effective Date Permit Expiration Date Date Building and Zoning Department - P.O Box 2749 - 403 Butler Avenue Tybee Island, Georgia 31328 -2749 (866) 786-4573 • FAX (866) 786 -9539 - www.eityoftybee.org SIM DEVELOPMENT PLAN APPLICATION Applicant J i j) RrQUatel Phone Number 912 - g'1 - 5 C 3 Applicant's Address P 6 • i3a.x g S Property Owner .1 "- Phone Number " Property Owner's Address Project Address/Location c112- J o rt t.S �0644, PIN 14- (>0069 ©j -- ®o / Zoning District Provide a brief description of the proposed land development activity and use of land thereafter on prop List the company name, business type, address, license number, contact person and phone number of all participating contractors Cmclude surveyor, engineer, architect, installer, developer, etc.) 1- Company (ass 11 Matt 5 &AI; 5 7,+1G Businoss Type C Address /d 3 NM SSA of DE 11 Jul_ License Number 67 8 3 7 Z Contact Person Man Phone Number 1 Z - 117 — to." 31 Building and Zoning Department - P.U. Boa 2749 -403 Butler Avenue Tybee Island, Georgia 31328 -2749 (866) 786 -4573 • FAX (866) 786 -9539 - www.cityoftybee.org 1 2. Company Business Type Address License Number Contact Person Phone Number 3. Company Business Type Address License Number Contact Person Phone Number 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number 6. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed ATTESTED i- 17 -e7o10 Date * * * * * * * * * * * * * * * * Project File Number Zoning Administrator Date 2 SUE DEVELOPMENT PLAN CHECKLIST IST The site development plan shah include, but not be limited to, the following: ✓ The location, size and other pertinent data of all land uses on the site including types, location and height ofburl' ink parking, open areas and landscaping. ✓ Dimension setback lines from property lines and street right-of way lines. ,% Adjacent thoroughfares and all curb cuts within 500 feet, including Proposed new cut(s) onto public rights -of -way with taming radii and width; and Dimensions of all rights -of -way. ✓ Drainage plan to conform to City Engineer's specificabi+c ✓ Location of all utilities. Tabulated data including at least Gross density of dwelling units. Parking ration per dwelling unit. ✓ Percent and amount of land coverage. Percent and amount of floor area by use and by type. Topographical map showing existing and proposed contours at one -foot intervals and natural features. THE PLANNING COMMISSION MAY REQUIRE ELEVATIONS OR OTHER ENGINEERING OR ARCHITECTURAL DRAWINGS COVERING THE PROPOSED DEVELOPMENT. Building and Zoning Department - P.O Box 2749 - 403 Buffer Avenue Tybee Island, Georgia 31328 -2749 (866) 786 -4573 - FAX (866) 786 -9539 - www.cityoftybee.org Apr 13 09' 1O :43a Coastal Georgia RC &D Court 3124592071 p.3 Narrative Notes and Other Information_ (Notes or narrative shooed he located on the site plan under general notes or under erosion and sediment control notes.) G(p C4 A +l Gtr y C4 v GU, C3 Cte \1 GG 'r 1. Provide revision and/or initial date on E &SC plans. 2. Provide description of existing land use at project site and description of proposed project. include and lot and district numbers for site location. Describe critical areas and what extra measures will be utilized for these areas. 3. Provide name, address and phone number of developer /owner. 4. Provide narne and phone number of 24 -hour local erosion and sediment control contact 5. Show certification number, signature and seal of qualified plan designer. 6. Note total and disturbed acreage (the disturbed area shall be the total estimated disturbed area of the primary and secondary permittees) of the project or phase under construction. 7. Provide detailed construction acfivity schedule — show anticipated starting and completion dates for project events, include vegetation and mulching timeline. 8. Clearly note this statement in bold letter— ""The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to, or concurrent with, land disturbing activities." 9. Provide 67 cubic yards per acre sediment storage. Include specific design information and calculations for structural measures on site. Sites with more than 10 total acres must have a temporary sediment basin. 10. Show storm -drain pipe and weir velocities and provide appropriate outlet protection to accommodate discharges without erosion. 11. Provide vegetative plan. noting all temporary and permanent vegetative practices. include species, planting dates and seeding, ferilizer, lime and mulching rates. Vegetative plan shall be site specific fcr appropriate time of year that seeding will take place and for the appropriate geographic region of Georgia. 12. Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet guidelines set forth in the Manual for Erosion and Sediment Control in Georgia. 13. Clearly note maintenance statement — "Erosion control measures will be maintained at all times. If full implementation of the approved plan sloes not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source." 14. Clearly note the statement_ "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding." Provide certification stating that the plan designer has visited the site prior to the design of the E &SC plans From:CITY OF TYBEE ISLAND 912 786 9539 05/01/2009 10 :13 #247 P.0011002 CITY OF TYBEE ISLAND Fee $250 SITE PLAN APPROVAL APPLICATION Applicant's Name J ;&,.. Q c Ova," Address and location of subject property q ►2 <Jo yi.4s A 0-e. PIN C1- i CO - Applicant's Telephone Number ' - g y`f - 3s-c) 3 Applicant's Mailing Address p.0. 8 aA. S 5 c{ Brief description of the land development activity and use of the and thereafter to take place on the property: NeAo %es 4 L s4n1.06.4 - Property Owner's Name 18 `' Telephone Number �� /t ♦ t Property Owner's Address Is Applicant the Property Owner? ✓ Yes No If Applicant is the Property Owner, Proof of Ownership is attached: Yes If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the Applicant permission to conduct such land development is attached hereto. Yes Current Zoning of Property 0q T Current Use \I it c,cveti ' Names and addresses of all adjacent property owners are attached: _ Yes If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. Disclosure • ampaign Contributions for attachment hereto: Yes c' 7"t7-2otd Sign . • f Applicant Date NOTE: Other specific data is required for each type of Site Plan Approval. Fee Amount $ Check Number Date City Official Frem:CITY OF TYBEE ISLAND 912 786 9539 05/01/2009 10:14 #247 P.0021002 NOTE: This application must be accompanied by following information: 13 copies, no smaller than 11 x 17, of the proposed site plan and architectural renderings. 4 copies, no smaller than 24 x 36, of the engineered drainage and infrastructure plan. 10 copies, no smaller than 11 x 17, of the existing tree survey and the tree removal and landscaping plan. The Planning Commission may require elevations or other engineering or architectural drawings covering the proposed development. The Mayor and Council will not act upon a zoning decision that requires a site plan until the site plan has met the approval of the City's engineering consultant. (Note: Section 5 -080 (A) requires, "Once the engineer has submitted comments to the zoning administrator, a public hearing shall be scheduled. ") The Applicant certifies that he /she has read the requirements for Site Plan Approval and has provided the required information to the best of his /her ability in a truthful and honest manner. Signature of Applicant Date atli:70.10itb,F Ctr asieio Thy a0-,:zre rekrieV,,' anCii ahould ris4. bci construed Elia El l'j;l1r,Trity OF cw,pranta,2„ DE4.0 ALL WITI1 THE 6-',--.111.1,_‘0 TifriE „Za^trp__`,:::t:,4111(=fel 8IAT-;f: 4 -0 Ut Approved Oet Nuns Nitisra: Ral-nr-;:in on o.iob Site TiaTive , CO SPACE RELOW FLOOD ELEVATION (AE-Zon ) Hydrostatic vents required to relieve water pressure In enclosed space helm flood elevation. 1 span) Inch of vont required for each 1 square foot ol floor area, Dottorn of vent rust be within 1 foot of the grade °Motion, Vents meat ba pinAnd In Apopnllo pormlt tutu to flow, A E. Special Flood Hazard Zonos Finished floor elevation 1 foof minimum above 2FE. No interior finishes, walls designed to allow entry And cmit of water, n@ mechanical Ogliiprrinnt, only parting, lirnItd storage and building accm-1 »k 1)F, All Insulations must comply with The Georgia State Energy Code 2.1206. Edition and State of Georgia Amendments /2 1 ijij i,iECT. 802 AND iOn:99 CT O2 ijD ALLOWED ROOF 81.0r1 ARE 2112 7112 FOS' WOOD WA LL C ON S AL I. I 0 t- a,' IN HOLD DOWNS TO DE FILLED USING r'44,4 44-4444' 1-4 F4)-4474, 44.4 .44, A -4—A -1-3 Lin C.-V4 irWAJWczoN)v0-13ietit g-lq wm!, wPita C-:1-vlivec=4.> -Flgsra!) g.4- " (GAF -11M oR 4.4 Lel . - - '4-44 -4-444 4444,444,4;44.4.44.4 4-444-444-4744.'44,4444-n."41 -741” t 144-,:n4I -Z4.-44c4, ;1 1". t 9 %t t E--**-to (3,46,14,r2 \/..-tt.-IN{ 44:9 Arre. 0) 4444,A, 44--.04-4-7A-444r., "444.4; ,47-4.444 vbf3o drivowo.y oponi:"Qpi conncts va,--7,,ideiliM a public str8o, greer tinvi dk li/falraAZ cz.:3,474A 4 t4-_-‘44444,t-,84,4.,14-4444.. . P1R 6 Ua V■=4:-; F-1 CUM IN RACE 10-2.940 clko per Do -47:41:4;4 X 1-)4.1 4, 1-r VIN• - 4 91..ATV tf,A-t-LP 1. -1)4 4 2o.a2 fo:Lsio as any 7: those ]nci 7:-1c; EInti a icIra'iy gg,so:rEzna.c;. DATEZ14,..7. )4.4) ;;1 :‘ 444- 4_744.'444, ,47,:41:74,4„:„..-,44::::-Z. Certificate of Occ,ipan y will not be issued by the City of ryb With tc.er inti: builoing inspection and a FEMA inspection ilElVO been passed:, the drE.iiiiNge, and vva'cerise.illes instdiations at the site have b?.en ,pproved, and any required 4 mitigation has bean accorn.plished. :EXTERIOR WALL FRAMING IRC SECT. R602 AND SSTD10-99 SECT, 305. THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING PA ROOF DECKING) 15/32 INCH -A. MISS SinitIKO 113C 20c. 201:01.2 OriPARATION REQUillED. Garagos (paiting orop.o) benenth habitable rooms ohall bo separatoti irom i hribilable rooms above by not low,' than 6/N co .o lypouro heer61 orpivnienf. F.--t-ACA114e-1e46-1. TA.U55 bY5 T okt-ke.rato‘,..\s" Vi(. 4 o t „ t -4 F b:1\Ai\oA PLAktk SCALE. - /4" 1 • 4 -1 f;NIP:)iCin :3ER FEW: REQUIREMENTS MrIIMUM FOOTING .36 INCHES BY 36 li■MHES ;!IDE BY n INCHES THICK. BOTTOM OF FOOTING MUST BE A MiNIMU:7-,' 36 INCHES BELOW GRADB, 4 "2..) 4 •.43U tz,t..114 2)(4 t:5671,--Ceib4 Lf \4\1A1-6.' "e-t- (..PtikRI, C,LA.t-k14) Dtc g 'eN7 )<. 6m4t) 'P e4$'S-(c.ot-k-c. ) 2.KzA. pLATe 2X4 91A fk1- 1-4 ) ‘v,/, 0 s •.-.1s4-1.-$1 F4 Gt yv t,s (oR 17c. co ‘ANiti;.‘...9k.-Asv!“‹. Svott-tcq ToP of o SL 4N5 v�Ac To? e,F C-ARPoRT A-PM-4))4 . 15-1*.f2;"1/4 1: tikee, .a 4., -0 O. G... (cot4T.) I il I II I II I I II MI 1111 b. 11 19 aun ME j t 1.- - .1 4 t °I - 4 I . 4 I ---- • 4 I f l . NI d 1 4 : 1 ." 1 „ 1 1 44 ; . ,_.._ . , ,‘ . , i . ,. . . i . ,, . __ g . ME —2— P '2.- .1Vt.4 ',4100,-• 95kt 6iRo -r 4 I+ fP0=4„, firgg )4 1,`,--41:!• Cl Pc OF A;t14---,PDR) 6.4.240f17 -7* tA,. wAy F. TYPICAL 5 '—c) APPROVED BY: DRAWN BY CD REVISED 41. tq• to WALL secTkot%a CAL. Ths:e t5Lc), DRAWING NUMBER - t Viet 0 —� 3 k 40 t -0 f(Pp V t JC),,q4 1 TRIO 242/.0 ENN " 4- C) —6 1_11— 30$ 7'0 y; of ',"1-••-.1: 0 0 VAA-A,T4A t3/1.-m tvkAc-reig O Sect, R-3'13.1 S4O DaTECTORS interconne,cteri 11 volt battery bacliup required I !.cp.:atod nI ii t$1(#8 cach Bleeping -areas each floor r.ir25E1rdgfrirALNGCffrr..dr.iPrADIP222GtDlr_02r-..#„-a-...Sgrard/61tr • DtN •• EMERGENCY ESCAPE AND nESCUE OPENINGS IRC SECT. 310 ALL EBERGENCY ESCAPE AND RESCUE OPENINGS SHALL NAVE A MINIMUM NET CLEAR OPENING OF 5.7 SO. FT. EXCEPT GRADE FLoon OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPF,NING OF 5 SQ. FT. ) 0-0 4'- CP" 4 - Elv.Aioal in6tallationz r.ntis'4 cni't with The National Eleetio Goeici_42122._ dition mid etIC:CD ecorqio. AiRon4imnti . SfLrir‘edri/I2roff."ZiW7 ,• 5% 4 6- 6-721,-21P—Ar-1 3°K 4.c.° 41111DFAMIGGIGIKE6r" -ocit,A 5 sapRe2t 2 it vca t■ Nt t A at MO-U. OiliTE ;nterconneGiactic 0 volt ocateiy backup *4,1 ?,!11!"!!!'191F(.41sImIri!c_lq P.A•grniis). - ; er fInt f • - trer.rDir rl:Y The InternationDi Cc2a9(■ Jcfltior and State. cf23eorgia Arnendrnent2 -tkvv-c.A.:e44- ) = I 2.c*-tc- 54 -Tvoki t tt a A. Ke:ATe_v r•A 12 Le. kke-A-Ve.p. ■Af"?-e-V--• 7114e, TA. AcT e- VLI e,. -VorCAN DefS re= of*. tto63 r-i'. 5 'k kir 2.8 11 ci 2. tt It tt I N. st 1.8 fl lo-VagiMIMMOred&ZZE421Zir arANGIMSONVEGEIWOrdirglagr Pti-OOR. tAPFSft. WALL- e.t7 u_ E . '2)44 4)71.1t) #2, V- cp • \t--/ 430£4488.009301.1 - - , teetstermetostagrant, sciiit • ‘744‘-.1_-1-_-‘,... "- -APPROVED BY: 70:ATE k- Cy 5 5 - WA R-V • , A \i ese-•e-- t-t t-A .DRAVYNOY DL . - l I DRAWING NUMBER 4 . - 0Z I.) _ • ...4 _ t'n QC , I1 CN , --- iPWACA Imonswor e40"..CorAr"-....W.-.7---;--.4%.irir 0 , ' 3 - I .: .-: .1) _ I LZ - - V5f2_6 _ i1/4-. _ &:- :.. ‘t , r ' 43 — -- ..-• ): 4 r‘ _ 25 co o / , ..., , , ..41MIT,,LiF4DIAVIIMIrerMilra../AYLELtir, -4-1-c . '- 40 -3 ' c4 Clt;e5:S..e Sk 60 isit , T e :IL 12,7r.armAr.war lower A ra t I r. r.. deAll G r. WA r.l4 ' ..P.Areate., - to" , • MEM ... -...- (Z, 74, To _ I -'4- IMO "Ti. - N , kg kl. - , Ili\ ME 4 rr! MI INC Sc. 11309.2 - SEPARATION NEC)Iiii,r6L. Garages (parking @roe) benaatii habitoble ri.)0iiI3 • - o Ea 1,o _ i %.c, _ . 4^1 a': ; ,I • -J : -..1 shall be seporated from all habitable rooms abm by not loos than 3/0.10(111 Typo X inpriiiro ;)fvF Li & 'S , PF OP,Mh/biClit. • . . 00 _ t r-- IIIIIII I, :461 , I r- 4 -VI _ rn: -N, 1 - t Viet 0 —� 3 k 40 t -0 f(Pp V t JC),,q4 1 TRIO 242/.0 ENN " 4- C) —6 1_11— 30$ 7'0 y; of ',"1-••-.1: 0 0 VAA-A,T4A t3/1.-m tvkAc-reig O Sect, R-3'13.1 S4O DaTECTORS interconne,cteri 11 volt battery bacliup required I !.cp.:atod nI ii t$1(#8 cach Bleeping -areas each floor r.ir25E1rdgfrirALNGCffrr..dr.iPrADIP222GtDlr_02r-..#„-a-...Sgrard/61tr • DtN •• EMERGENCY ESCAPE AND nESCUE OPENINGS IRC SECT. 310 ALL EBERGENCY ESCAPE AND RESCUE OPENINGS SHALL NAVE A MINIMUM NET CLEAR OPENING OF 5.7 SO. FT. EXCEPT GRADE FLoon OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPF,NING OF 5 SQ. FT. ) 0-0 4'- CP" 4 - Elv.Aioal in6tallationz r.ntis'4 cni't with The National Eleetio Goeici_42122._ dition mid etIC:CD ecorqio. AiRon4imnti . SfLrir‘edri/I2roff."ZiW7 ,• 5% 4 6- 6-721,-21P—Ar-1 3°K 4.c.° 41111DFAMIGGIGIKE6r" -ocit,A 5 sapRe2t 2 it vca t■ Nt t A at MO-U. OiliTE ;nterconneGiactic 0 volt ocateiy backup *4,1 ?,!11!"!!!'191F(.41sImIri!c_lq P.A•grniis). - ; er fInt f • - trer.rDir rl:Y The InternationDi Cc2a9(■ Jcfltior and State. cf23eorgia Arnendrnent2 -tkvv-c.A.:e44- ) = I 2.c*-tc- 54 -Tvoki t tt a A. Ke:ATe_v r•A 12 Le. kke-A-Ve.p. ■Af"?-e-V--• 7114e, TA. AcT e- VLI e,. -VorCAN DefS re= of*. tto63 r-i'. 5 'k kir 2.8 11 ci 2. tt It tt I N. st 1.8 fl lo-VagiMIMMOred&ZZE421Zir arANGIMSONVEGEIWOrdirglagr Pti-OOR. tAPFSft. WALL- e.t7 u_ E . '2)44 4)71.1t) #2, V- cp • \t--/ 430£4488.009301.1 - - , teetstermetostagrant, sciiit • ‘744‘-.1_-1-_-‘,... "- -APPROVED BY: 70:ATE k- Cy 5 5 - WA R-V • , A \i ese-•e-- t-t t-A .DRAVYNOY DL . - l I DRAWING NUMBER 4 END WALL CONSTRUCTION GAHLE END WALLS SHALL BE bUILT ACCORDANuiz. WITH ST[) 104 9 SECT. 305.2,2, C, 205,1 AND 307,3,1 HC e3ECT. ';.'!(.12 AND g8TO '0-09 102 AN.r.) 207 CAVED ROOF i o;i ART' '2112 - 2 FOR WOOD L L N C 1 A 0 `ti 0 D DOWNS TO BE l'ILLED U81NG 'dIANUFACTUEER'S REAR ei^‘5T v.--...\/A1* Sect, n-311.5.6 HANDRAILS & R-312 GUARDRAIL Stsirs more than 30" in height require 34"/38" handrails. Porches, balconies, ramp & decks more than 30" above grade require 36" guardrails,: Largest opening permitted Is 4" 1 I 1 t 1-• L I RekCAVAT 5kt) Sc-A 6e. - 5 TA A O.4 OW8, DOORS AND SKYLIGHTS 0 TARES 602/11,602A2,602A3, SEM', 604 201,2.1,2 • GLASS DOORS AND SICYLIGHTS SHALL 81i AND INSTALLO TO COMPLY WITH ROTH NEGATIV4:11MMI-Ri.q0, IOR SI1EARWALLe 10-99 SECT, 205.4.2. ws doors shall iicv tailed near cornern within h for n feet velll hih Inch e for 10 feet wall Studs at ach G-1101. EMERGENCY ESCAPE AND RESCUE OPENINGS IRC-SECT. 310 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5,7 SQ. FT, EXCEPT GRADE FLOOR OPENINGS SPIA14 •ewr /1 MINIMUM NOT ,CLEAP) QP.CNINe OF 5 SQ. FT, SPACE BELOW FLOOD ELEVATION -(AE-Zon.e) Hydrostatic vents required-to relieve water pressure In -.- enclosed space below flood elevation. 1 square nch of vent required for each 1 square foot of floe , • Bottom of vent must be within 1 foot of tho grade •watIon. Vents must he plastid in opposito lI 9 perlift water to flow, L OEPIARATION- REQUillED. eiWOr)t1(f3t3ecliig co) tisroitable rooms lepented from 2 rooms above .,%•7 I lost3 41100- Typo 'A gypnum or oquivnlent. 0 0 r r •• • 0 4 V• co •'• "0 r cr r- (5)kE 5 Avv ,L1-1 RAv ,A t" 0 • APPROVED BY: Uot - , V./AfP 3 6t IA- JOC4,5 Ave. "r(&6- e, Ak•4 , C-OR I A DRAWING NUMBER 3 . WINE STD 104 AND Inc WINDOWs, APPRovEr PNIT1VE e4 EXTEI SSTD . . . . .. . . ..., _. .. . __ _ . . .. • : ,. - — , .. _ _ __. . _ — . _ _ - - _____ , . . . , . . Winde be ins 27 Inc - Find S/ -LbuDll{ . .,...... .. ::::„.--,-.... ---'„-- .. , .„, - .- _ ,,- . - - ...-- ,...- , , , i > ; ,. . . , ,,.- I! !i . .. < . . . ___ RekCAVAT 5kt) Sc-A 6e. - 5 TA A O.4 OW8, DOORS AND SKYLIGHTS 0 TARES 602/11,602A2,602A3, SEM', 604 201,2.1,2 • GLASS DOORS AND SICYLIGHTS SHALL 81i AND INSTALLO TO COMPLY WITH ROTH NEGATIV4:11MMI-Ri.q0, IOR SI1EARWALLe 10-99 SECT, 205.4.2. ws doors shall iicv tailed near cornern within h for n feet velll hih Inch e for 10 feet wall Studs at ach G-1101. EMERGENCY ESCAPE AND RESCUE OPENINGS IRC-SECT. 310 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5,7 SQ. FT, EXCEPT GRADE FLOOR OPENINGS SPIA14 •ewr /1 MINIMUM NOT ,CLEAP) QP.CNINe OF 5 SQ. FT, SPACE BELOW FLOOD ELEVATION -(AE-Zon.e) Hydrostatic vents required-to relieve water pressure In -.- enclosed space below flood elevation. 1 square nch of vent required for each 1 square foot of floe , • Bottom of vent must be within 1 foot of tho grade •watIon. Vents must he plastid in opposito lI 9 perlift water to flow, L OEPIARATION- REQUillED. eiWOr)t1(f3t3ecliig co) tisroitable rooms lepented from 2 rooms above .,%•7 I lost3 41100- Typo 'A gypnum or oquivnlent. 0 0 r r •• • 0 4 V• co •'• "0 r cr r- (5)kE 5 Avv ,L1-1 RAv ,A t" 0 • APPROVED BY: Uot - , V./AfP 3 6t IA- JOC4,5 Ave. "r(&6- e, Ak•4 , C-OR I A DRAWING NUMBER 3 )(• VI LA. t-A OSAIW, ti?; CI" tNt &TR 6 1, I 1, 1 1 I 1 1 • • ,•••••■••• C25 1 to 'SCALE: ;I J — •••••••• •••••••-• - . VAT1Vf. 5 0 4 „ - 0 • 4'- , t 0 12 4, -0 " 3 t t-11' " FEMA REQUIREMENTS WIIMUM FOOTING 36 INCHES Y 36 1?). WIDE 9y 70 INCHES THICK, SOTVOM OF FOOTING MUST BE A mon,s,tu:i 30 INCHES F3H,1-..,01he • J,...110614/ Y co-NVA-0e} 5%0\4 t4, SCALE: APPROVED BY: ATE:. L "2-010 LOT 5 - , A ,S c>t--v 5 ANt . TY 5E. el.- A t-A RG t A DRAWN BY P REVISED q • VI • te:3 1 rJ 5 1 T1-1V'S tv e. A f3oNt ?LAIN, -46 ewrck: Al! Pluming Installations must compiy with The International Plurrti-)h-J Codcj,7_0_04?,_ lilOftfl d Slate f Geor1o, An-Ailments y GFCI Protection required for receptacles in bathrooms, garag outdoors, end along Kitchen counter-tops. -4tOr-fik.113-if 476— ,-.96s1" :3:1.1414 T'D Special Flood Hazard Zone.s Finished floor elevation 1 foot minimum above I3FE. No interior finishes, walls dosioned to allow entry and exit of water, no mechanIcel equipment, only parking, limited storage and building access below LIFE All Electrical Installations must comply with The National Electric Code 20e* Edition and State of Georgia Amendments ("AL LAk-k t, 11C.F.C,TCPriS • ntrconnecte 110 volt battery backup required Located Inside and ouBldo each sinning area, each floor 061;2. -Carii6)a-!-il›..0 d Tara-001F-° 0 Jl TV • CEILING FIXTURE WALL FIXTURE RECESSED FIXTURE 11.0V DUPLEX RECEPTACLE 110V RECEPTACLE -WEATHER PROOF 220V OUTLET ' • 110V FLOOR RECEPTACLE SWITCH SWITCH - 3 WAY ALL ',,NIRINeh S Cy'F' ma, zoo tv,usT BE COPPER N 0 ALUMIUNIM f3ctio1 ,,,,-viims1gik,1M-1-7A Lag PEciPpii7s072,,-, TELEPHONE OUTLET 1 COMPUTOR MODEM CABLE TV OUTLET SMOKE DETECTOR FLOURESCENT FIXTURE db .1 •r -r r— - 1 1 1 11 1 j 1 1 1 t • PL.Alk ?tR, • -APPROVED i3Y: ‘At-\v/ 6-EnRGk A DRAWING NUMBER STUCCO FINISH 16 "x16 "x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. HOOK 90' INTO FOOTING 3000 psi CONCRETE FOOTING_ FINISHED GRADE SLOPE TO DRAIN 11111TX1rtE 1/2" E.J. GA AGE FINISH FLOOR LEV. 0 0" SEE SITE PLAN • a • R BBL, LAYER W /6x6xW1.4xWI.4 WWF 0 PERIMETER / \•% 5#5's REBA EA. WAY 4" 3,000 PSI CONC. SLAB W /6x6 1,4x1.4 WWF 0 MID -DEPTH OR FIBERMESH ON 6 MIL. VAPOR BARRIER 6 MIL VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. FOOTING SECTION SCALE: 3/ i5 rj Section A—A 3/4" SUBFLOOR NAIL & GLUE - 1 #4 0, 16" FROM TOP OF PIER & 2 #4's 0 32" FROM TOP OF PIER, PLACE DIAGONALLY 3- 2x12's, TYP. BOLTED TOGETHER JOIST HANGER, TYP. 2x12's 0 16 "o.c. METAL TERMITE SHIELD 2- SIMPSON PA51 EACH INTERIOR PIER. INSTALL AS PER MANUF. SPECS, TYP. 1 #4 0 16" FROM TOP OF PIER & 2 #4's 32" FROM TOP OF PIER, PLACE DIAGONALLY 2x12's 0 16 "o.c. 2x P.T. GARAGE FINISH FLOOR O' -0" SEE SITE PLAN SEE PLAN SHT• Si. G D —•3E_' X. xT:. 'e • 5 #5 REBARS' /�� / /i� \ /%yam \\ /U� .\\ �\ \\\\//,\\, �, EA. WAY 3 -6 - 3 -6 De 16 "x16 "x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. 1/2" E.J. CONT. #5 REBAR FIN. GRADE VARIES SLOPE TO DRAIN 4" THK. 3,000 psi CONC. W/6x6xW1,4xW1.4 WWF 0 MID -DEPTH D' �a D • 1G , 4 D ti \ \\j\\/` 6 MIL VAPOR' \ \ !/ BARRIER \, j \ • j j 2 //\ Typical Footing at Interior Piers COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 3,000 psi CONCRETE FOOTING, TYP. Scale: 3/4 " =1' -0" s Ri uIC6EE1G[rty�3 (3 fil z.. r <g 13 2 — #5 CONT. FIN. FL. EL. 0' -0" SEE SITE PLAN \ \ /\ /\ /' COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. SECTION SCALE: 3/4 " =1' -0" ADD LAYER OF 6x6 1,4x1.4 WWF AT PERIMETER 3'_0" • d . e. I i 4i\ CLR. f . / /�,� /��y\ �,j / \ y\ \ \% \ \ l \ \ / \\`/% \> \ j / / '' \ \ \\, \ A \!'V /` /� / \\�/ / SECTION SCALE: 3/4 " =1' —O" 4" 3,000 psi CONCRETE SLAB FIN. FL. EL. 0' -0" SEE SITE PLAN 6 MIL VAPOR BARRIER, TYP. 6x6— W1.4xW1.4 WWF 6X6 P.T. POST EMBED INTO 30" DIA. FOOTING, SEE DETAIL 7/S1. COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 2 #5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" 0 CORNERS) NOTE: GO BOLT SPACING 0 6'- O "o.c. EA. CORNER & EA. SIDE OF ALL OPENINGS. GO -BOLT COUPLER, TYP. GO -BOLT MOUNTED TO FLOOR BEAM 2x12's 16 "o.c. 3- 2x12's (OR BEAM AS PER PLAN), SEE SHT. S3. 1/2" DIA. GO -BOLT 1 3/4 "x 13 ZINC PLATED COUPLER & 2 "x2 "x1/8" PLATE WASHER W/1/2" NUT, ZINC PLATED - YELLOW CHROMATED. SECTION Scale: 3/4 " =1' —O" U 00o • • 00 SET P.T. POST IN 3,000 psi CONC. FINISHED GRADE \\ \i7/'\\/> 2' -O" FOUNDATION SECTION AT COURTYARD FENCING CRUSHED STONE SCALE: 3/4 " =1' -0" 0 FIN. FL. EL. +0' -0" 4" CONC. SLAB W/12" TND. DN. FOOTING, TYP. AT STAIRCASE. FIELD VERIFY EXACT SIZE AND LOCATION.- 30' -O" /V -4" 13' -6" 15' -2" 'GO -BOLT' 0 BEAM, SEE DETAIL 6/S1, TYP. — r r__N_�_ °0 `' r!i t / • !,,t. t 1 "x16" 6/)0 i 12' -6" 1' -4" t° 1` L_ 1 a 1 16 CONC. PIER FILLED W /3,000psi CONC. REINFORCED W/ 4 #5 VERT., TYP. 4" STEP ,,6" 227. 1 FIN. FL. ELEV. MSL +0' -4" 4" THK. 3,000 psi CONC. W /6x6 1.4x1.4 WWF & 16" TND. DOWN FTG. ON 6 MIL. VAPOR BARRIER OVER TERMITE TREATED COMPACTED FILL • • , — M_ • ..., : - L. r a i 0 '' "' : : 1 _I\ 'GO -BOLT' 0 1 tzt- t L_____ 4 -0 1 J ..,ollll� ill` ''IiII k (0 1 F PIER, SEE DETAIL 1/S2, TYP. l i / 24" THK. SLAB, TYP. ` ' • Il 1I r - -- i 1 • I ° —� x, 1::_J: I • 1' -4 "4- L 13' -0" I 1' -4" 13' -0" 1' I „ • 0 I / la / r_-- - - -r / -1 -= / r / 1 r—.4—....4.—...1 /4 ...t. .1\ 1i " -1 \ Iimmung 1 - 1 •-• ;„:„;::)„....7, /;/ 1 1 // 1 ...... 1 ....-1. _ • -_ 1 \ 1 0 1 1n �1 r 1 A i 1n 1 1 \ FIN. FL. ELEV. MSL +O' -0" 4 THK. 3,000 psi CONC. W /6x6 1.4x1.4 WWF & 16" TND. DOWN FTG. ON 6 MIL. VAPOR BARRIER OVER TERMITE TREATED 1 r_.{ • - -- 1 \ 1 - _ 1 _ I41 _ • • i _ % ,� :;:: COMPACTED FILL i 1 .4' L__ -__L_J . i I I NI- 1 I 2 I L --P 42 "x42 "x20" CONC. 3,000psi FOOTING W/5 #5's EACH WAY -1 I 7-, • ° ~r • r-1------1 ° 4 -- -r -1 r-- TOP & BOTTOM �r --.,1 II: � 1_:r iii d. 1 4' -O" _J I 13' -0" / / 1' -4" 30, -0" 13' -0" Foundation Plan Scale: 1 /4 " =1' -0" FOUNDATION NOTES: 'GO -BOLT' COLUMN HOLDDOWN SEE DETAIL SHTS. S4 & S5. 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED IN THE CONCRETE MIX. 2 COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98 %, UNDER SLAB: 97 %. 3. SOIL BEARING VALUE: 2500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES) 3" CLEAR PIERS OR COLUMNS BELOW GRADE 3" CLEAR PIERS OR COLUMNS ABOVE GRADE 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6x6xW1.4/W1.4 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND ASTM C -1116, TYPE Iii. 8. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. 9. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR. 10. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. 1 num 1' -4" ::l w.ltiQ n 1 foot lkiUf ; I F E No • interior dorAgnod entry ?rlsi ! °r , W tt? no mechanical Oy.4111111e rlt, `1111!! ,.t��rrfal�ic Il Ft 2r r,�t�, �liall,li7�? 0qG a21) holow E?R aQye 8" CMU, TYP. 36" CONC. FTG, TYP. 8" CMU W/1 #5 VERT. REBAR @ 32 "O.C. MAX. GROUT SOLID, TYP. zmsIJ tot I> L 'L :° i OOD ELEVATION (A Hydrostatic vents required to relisvy ,eater pressure In enclosed space h,low flood elevation, 1 square inch of Bent r guircd for each 1 square root of floor nre?, Elottorn of vent must be within 1 foot of tho graft elevation, tfenfs must bo placed In apposite wails so Ierniit water to flow, 9i z z 0 103 NASSAU DRIVE 0 0 rtrn co 0 03 Q I Z N 0) a4 6 0 0 1 0 DATE: Nov. 10, 2010 z 0 0 0 w o co 0 N ci I` >0 0 U p O N 0 0 E E Foundation Plan and Details DRAWING NUMBER S 1 of 5 sheets 2 "x2 "x1 /8" PLATE WASHER W/1/2" NUT, ZINC PLATED - YELLOW CHROMATED. HURRICANE CUP 4i EA. RAFTER (SIMPSON H10 OR APPROVED EQUAL) 2x4 LOOKOUTS ® 16 "o.c. VINYL SOFFIT VENTED TOP PLATE HURRICANE CUP EA. RAFTER (SIMPSON H10 OR APPROVED EQUAL) 7 12 ROOF SHINGLES AS SPEC OVER 15Ib. FELT ON 15/32" THERMOPLY (RADIANT BARRIER) PLYWOOD ROOF SHEATHING. 2x10 RIDGE BOARD, NOM. ATTIC STORAGE CLOSED CELL SPRAY FOAM INSULATION. INSTALL AS PER MANUF. SPECS. G.C. TO VERIFY. 4 -10d 2 -2x6 TOP PLATE 2 -2x6 TOP PLATE - SEE SHT. S4 FOR EXT. STRUCT. SHEATHING NAILING PATTERN GALV. METAL DRIP EDGE BREAK VINYL TRIM 2x8 SUB- FASCIA 2x4 NAILER ■ U.N.O ATTIC 2x6 PURLINS 0 MID - POINTS AND ALL OSB SPLICES 1/2 SHEETROCK WALLS AND CEIUNG 2x6 STUDS ® 16 "o.c. 6" CONT. VINYL FRIEZE SiCOND R -22 OR 8" SOUND BATT. INSUL, TYP. 2x12's 16 "o.c. 15/32" OSB SHEATHING (SEE DETAIL S4 OR NAIUNG PAIILRN ) EXTEND 1/2 BELOW EXPOSED FRAMING, TYP. SEE SHT. S4 FOR EXT. STRUCT. SHEATHING NAILING PA I I LRN HARM -PLANK LAP SIDING (SMOOTH FINISH) 2 -2x6 TOP PLATE - SEE SHT. S4 FOR EXT. STRUCT. SHEATHING NAIUNG PATTERN 2x6 STUDS ® 16 "o.c. 1/2 SHEETROCK 0 WALLS AND CEILING =1RST CLOSED CELL SPRAY FOAM INSULATION. INSTALL AS PER MANUF. SPECS. G.C. TO VERIFY. "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. 1/2" DIA. GO BOLT ALL - THREAD ROD 1/2" DIA., ZINC PLATED - YELLOW CHROMATED. 0 6' -0" MAX. SPACING. EA. CORNER & EA. SIDE OF ALL OPENINGS. 2x6 PURLINS @ 1/3 POINTS GO -BOLT COUPLER, TYP. FLASHING, TYP. 2x P.T. WATERTABLE CUT TO 5', TYP. 2x6 SOT. PLATE 4- 2x12's, TYP. JOISTS METAL HANGER, TYP. =LOOR T (;0 E worgiEi I n rgy Code ?.c�G ______Edition f'kiie of Cleo gia iylSaento 3/4" FINISH WOOD FLOOR OVER 3/4" SUBFLOOR R -22 OR 8" SOUND BATT. INSUL, TYP. RB 163 - 1 3/8" BASE CAP, TYP. 1x12 TRIM 2x12's ® 16 "o.c. GALV. MATEL TERMITE SHIELD EA. PIER, TYP. 5/8" TYPE 'X' SHEETROCK CEILING, TYP. GARAGE P.T. 2x PLATE W/8 "x3/4" DIA. BOLT AND STEEL WASHER 32 "o.c. OR EVERY PIER, TYP. ,T. R602 AND T, 305. 01.4 81- aP 1I„ Ir 'DED 9111E: PEE *I. :;l,IEor` . MINIMUM UM T HICI Ht 's!"� ilOOF STUCCO FINISH 16 "x16 "x8" CMU FII 1 FD SOUD W /3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. HOOK 90' INTO FOOTING F.F. EL. -0' -0" FINISHED GRADE GO -BOLT EMBEDMENT SLEEVE W /6" EMBEDMENT. 12C Sc ;. aaaD.2 d a ARATIOil , e� a 2 r�n� � 1 (iabidab3e rOqM Aid! ;30 SOIKSZItOiti irOgi an MOMS aP r in 01' 001jUiValM. EDi (C ss MN 5/ - nitth Ty r'3 e`a fj,p`;N1t? 3 ds?a NOTE: ALL MECHANICAL AND ELECTRICAL TO BE INSTAI I ED ABOVE FEMA FIN. FLOOR ELEV. SEE SITE PLAN. GARAGE FINISH FLOOR ELEV. 0' -0" SEE SITE PLAN 9�—. LOW -R FLOOR BL. LAYER W /6x6xW1.4xW1.4 WWF n PERIMETER 4" 3,000 PSI CONC. SLAB W /6x6 1.4x1.4 WWF 0 MID -DEPTH OR FIBERMESH 6 MIL. VAPOR BARRIER A 'SLOPE TO DRAIN ,�j \ \/\ 3000 psi � \ \ / \/ \\/ CONCRETE FOOTING�<' /\\// 5#5's REBAR \14\ EQUALLY SPACED EA. WAY, TYP. / 3'-6" x S-6 TYPICAL WALL SECTION SCALE: 3/4 " =1' -0" 6 MIL VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. =LOOR =WALLS SHbL� ( Ei P.T IN ACCORDANCE M 'S H SST U -�,9 f . 306.2.2, FIG. 305J AND 307.3.0 22' -8 ,A is .14414tAA 1 y; ' 4.4 `: #r„,..,. ......,=,...—. h} r[Tn ri,,. it emu i .�I�i�ile�i.�4�t?lti1♦s�i 1.1'A1,11)," .k Oml,40 * 410U 1444,, to U44.. WU.1 A. s 0 m0 Z cnp rn 11 r;0 0 Z ...111111111111,3A.,0a�, w�arweA�,xan � ��r P W N ®�i0- I-u:QY 0 COO =�JZrr"' COc>tn(2>mi S = rn Z Ain ;o G Q ;Z corn= z © Z DNr= m mCDV)bZ(yn z (C - 1 r- C1 000 r� - 0 Qtr.' _ c u)7 - 2mrnmr_°nr( -n r��3D -O :A xoM` ©©X =mm0r�rrnnm 0rn nUmpm ZX©�©7j(n� ���rn ©m cn z00-1M/� m XJ rn O�� X O Dt mm C/) M-Z mo --i r°n OZ Cn (j) -1 10 0 Q pi _mom rn 0 A Z E r 0 O 'OZ � � ODN rn >D lco0 Ui Z m0 rnK coo --I Z 0 Ca 0 —1 THE RAFTERS (SSTD 307.1.3) S-1IVN >INVHS 0NI21 POI. /P9 «96 /L 0 38 TIIM S13NVd 2 x 6 © 16" 0. C. UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES ROOF FRAMING: 0 m (J)1•3 N 1 rri Z O) 0 "t7 Z > Z r,-1 70 rn >• -4 � 4 ©rn -0 m 13 70 rn Z N 0 = 0 0 rn Fri 0 rn P1 U) cn .0'0.91. © sislor z I.xz CO N 0 v� Z 0 rn b r r Si3.12ee:1 9xz 1 0 D z z CD m The New Residence for 914 Jones Avenue Tybee Island, Georgia for Jimmy and Carol Brown DESIGNED DRAViN CAD CHECKED DATE: Nov. 10, 2010 Foundation Plan and Details JOB NO. SCALE: O$ shown BOSW ILLD ISIG\ S IRVIC -S, II\ C. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -- 897 -- 6932 REVISIONS �% �% P . T . 2 x 8 ' s 1 6 " o . c . P . T . 2 x 8 L E D G E R . - T h P . T . 2 x 8 ' s c o o w 1 : a . x c v 6 x 6 P . T . P O S T , T Y P : N 0 C V X 1 V ' P . T . D B L . 2 x 8 ' s 4 4 2 x 1 2 ' 5 O R 2 ' G O - B O L T ' r , " B E A M , S E E D E T A I L 6 / S 1 , T Y P . - �� 2 x 1 2 ' s @ 1 6 " o . c . J O I S T S 3 - 2 x 1 2 ' s q u s - . : : - . 1 i : - = ' . : r x _ z a : - . z . . ' . : r i : - . 7 . = . - : a 1 k r g a a a i r - - _ - * . 7 : - . : * 7 . . : a : : - . . : - . . : : 7 7 : - . : * a T - F F . - : : - : . : : a - - . - : : - = - : - = : r : . " - : . : - i . - . - . - 7 " - i s - . - L l . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ i _ . _ . _ . _ . _ . _ . _ . _ . _ L ! i i i . 1 1 1 1 1 1 " ! ! H i 1 1 ! . . 1 1 L ! 1 1 1 i { ! i l l ! ! �� ! l i t o 1 1 1 1 1 i l i l t " _ . . _ . . _ . . _ . _ . _ . ��; ��" _ . _ . _ . _ . _ . _ . _ . _ _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . ��. ��j i i i i 1 i 1 i i i i I i i i _ _ ! i y ! 1 1 1 ! I i i ! t i t 2 - 2 x 1 2 ' s I - - 1 2 - 2 x 1 2 ' s _ 1 1 1 [ i t t . 0 \ ��' 1 i 7 1 i i i i ` \ 1 t 1 1 1 1 i i t x \ 1 1 ` I i H N \ ! 1 I { ! 1 1 , - - . . . J 1 J . a - a - a . - = . . _ . �� . _ _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ _ . _ . _ . _ . _ . _ . = . _ . r . _ . _ . - �� _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ _ _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ _ ( 2 - 2 x 1 2 ' s ! ! 2 = 2 - 0 2 ' s i i i i i i i ! i i I . L . _ 4 1 . . . I ! i i 1 1 1 ! ( 1 ) 1 1 1 1 ! 1 1 1 1 1 ��- ' ��- i 1 1 t ' " f l l i ! 1 1 1 t t i l l ! i i i - - - - - t - 1 1 1 1 - - - l i l 1 ��< ! i l l - - - - - - - - � - t i l l - - _ - - i i i i Q ! I N . . . . I l l 1 1 1 L . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . . { ! ! L . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . ��t Q 1 1 ! 1 . . . 1 0 _ ! i i i i i i i N i i i i 2 x 1 2 B L O C K I N G ! O f ! ! i t _ _ _ _ _ _ _ _ i i i i _ _ _ _ 6 ' - 0 " o _ c t _ . _ . _ . _ . _ . _ . _ . _ . _ . _ , _ . _ . _ - - ! i i r " _ " _ " _ " - " , - G O - B O L T ' H O L D D O W N S . _ . _ . _ . _ . _ . _ . _ . _ . _ N l i i r . A i r W A L L S . T Y P . i t i " R x ! ! 1 ! S E E D E T A I L S H T S . S 4 8 c _ 5 . . . . i i i i i 1 ! ! j i i i i : 1 " _ ! _ . i i i i T i T i t I 1 P . T . 3 - 2 x 1 2 ' S 1 � " t r - e i - . 1 3 - 2 x 1 2 ' S 1 1 1 1 1 i i i ! a 0 1 ' ' i ` i ��i , , i ' N 1 n t t t I ' . I ( I T C 3 ! ! 1 1 . 1 , 1 1 1 1 1 1 ! ! " I i i i i t / S ! I ! 1 1 1 1 1 ! ! i I l i " j ! i i 1 1 1 1 1 t ! i i i i i C \ I ! i l N 1 1 1 1 1 ! ! i N I N " I i i 1 1 1 1 1 1 ! N D 1 i i i i i i ' d ' 1 1 1 1 1 ! ! i N 1 1 1 ! I ��. _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . - " ! ! 1 1 � : 1 1 1 1 1 ! ! t Q : l i t ! P ; ! i t 1 1 1 ' G O - B O L T ' C O L U M N H O L D D O W N t u n ! ! 1 S E E D E T A I L S H T S . S 4 & S 5 . w i t ! ! t ! ! ! I I n . " i 3 - 2 x 1 2 ' s F i r s t M o o r F r a m i n g S c h e m a t i c S C A L E : 1 / 4 " = 1 ' - 0 " F R A M I N G N O T E S : 1 . V E R I F Y D R A I N S P R I O R T O J O I S T P L A C E M E N T . 2 . P R O V I D E S O L I D B L O C K I N G @ 6 ' - O " M I N . S P A C I N G 3 . P R O V I D E D B L . J O I S T S U N D E R P A R T I T I O N W A L L S R U N N I N G P A R A L L E L , T Y P . 4 . D B L . J O I S T E V E R Y T H I R D R U N W / S P A N S G R E A T E R T H A N 1 1 ' - O " . 5 . U S E P . T . B A N D S @ P O R C H E S , T Y P . I N S T A L L S T A I N L E S S S T E E L F L A S H I N G 0 A L L D E C K T O W A L L C O N D I T I O N S . 6 . P R O V I D E D B L . B A N D S @ A L L O P E N I N G S , T Y P . R E I N F O R C E D C O N C R E T E M A S O N R Y N O T E S : A L L B L O C K C E L L S A R E T O B E G R O U T E D S O U D F R O M F I N I S H E D F L O O R T O T O P O F F O O T I N G R E G A R D L E S S I F B L O C K I S S C H E D U L E D T O B E R E I N F O R C E D O R N O T . C O N C R E T E B L O C K M A S O N R Y U N I T S S H A L L C O N F O R M T O A S T M C 9 0 , G R A D E N , W I T H A M I N I M U M C O M P R E S S I V E S T R E N G T H r m = 2 4 0 0 P S i . M O R T A R A N D M O R T A R M A T E R I A L S S H A L L C O N F O R M T O T H E P R O P O R T I O N S P E C I F I C A T I O N S O F A S T M C 2 7 0 , T Y P E " S " . H O R I Z O N T A L W A L L R E I N F O R C I N G S H A L L B E S T A N D A R D , N I N E G A U G E R E I N F O R C I N G F A B R I C A T E D O F S T E E L C O N F O R M I N G T O A S T M A 8 2 A N D S I Z E D T O F I T T H E W A L L W I D T H . R E I N F O R C I N G S H A L L B E G A L V A N I Z E D I N A C C O R D A N C E W I T H A S T M A 1 1 6 , C L A S S 1 O R C L A S S 3 , O R A S T M A 1 5 3 , C L A S S B - 2 . F U R N I S H P R E F A B R I C A T E D C O R N E R A N D T E E U N I T S . H O R I Z O N T A L W A L L R E I N F O R C I N G A N D A N C H O R B O L T S E M B E D D E D I N M A S O N R Y S H A L L B E C O M P L E T E L Y P R O T E C T E D B Y M O R T A R . R E F E R T O D R A W I N G S F O R V E R T I C A L M A S O N R Y W A L L R E I N F O R C E M E N T A N D C O N C R E T E F I L L L O C A T I O N S , U N L E S S N O T E D . V E R T I C A L M A S O N R Y W A L L R E I N F O R C E M E N T S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 . R E F E R T O C O N C R E T E N O T E S F O R V E R T I C A L R E I N F O R C I N G D E T A I U N G , F A B R I C A T I O N A N D I N S T A L L A T I O N R E Q U I R E M E N T S . V E R T I C A L R E I N F O R C I N G T O B E L A P P E D 2 4 " ( M I N . ) A T D O W E L S A N D S P U C E S . V E R T I C A L R E I N F O R C I N G W I L L B E P L A C E D A T A L L O P E N I N G J A M B S ( # 5 ) A N D H O O K E D A T U N T E L S . C O N C R E T E G R O U T T O F I L L V O I D S I N M A S O N R Y U N I T S S H A L L D E V E L O P A M I N I M U M C O M P R E S S I V E S T R E N G T H F ' c = 3 0 0 0 P S i I N 2 8 D A Y S . R E F E R T O C O N C R E T E N O T E S F O R C O N C R E T E M I X I N G A N D P L A C E M E N T R E Q U I R E M E N T S . C O N C R E T E A G G R E G A T E W I L L B E 1 / 2 " 0 M A X . M E T A L A C C E S S O R I E S F O R U S E I N E X T E R I O R W A L L C O N S T R U C T I O N S H A L L B E H O T D I P G A L V A N I Z E D A F T E R F A B R I C A T I O N I N A C C O R D A N C E W I T H A S T M A 1 5 3 , C L A S S B - 2 . M E T A L A C C E S S O R I E S F O R U S E I N I N T E R I O R W A L L C O N S T R U C T I O N S H A L L B E M I L L G A L V A N I Z E D I N A C C O R D A N C E W I T H A S T M A 6 4 1 , C L A S S I . W A L L S , F L O O R S A N D R O O F F R A M I N G G E N E R A L N O T E S C O O R D I N A T E L A Y O U T O F F R A M I N G M E M B E R S W I T H A L L T R A D E S T O I N S U R E T H A T J O I S T S , R A F T E R S A N D P L A T E S A R E N O T E X T E N S I V E L Y N O T C H E D , C U T O R B O R E D . R E F E R T O S T A N D A R D B U I L D I N G C O D E A N D A 1 T C M A N U A L F O R A L L O W A B L E C U T T I N G N O T C H I N G A N D B O R I N G O F F R A M I N G M E M B E R S . T R U S S E S S H A L L N O T B E C U T , N O T C H E D O R B O R E D W I T H O U T A R C H I T E C T ' S A P P R O V A L T H E E N G I N E E R I N G O F F R A M I N G M E M B E R S I S B A S E D O N N O . 2 S O U T H E R N Y E L L O W P I N E . F B = 1 2 0 0 P S I , E = 1 , 2 0 0 , 0 0 0 P S I . S U B S T I T U T I O N M U S T B E A P P R O V E D B Y T H E A R C H I T E C T B E F O R E U S I N G . A L L C O N N E C T I O N S T E E L A N G L E S , P L A T E S A N D B O L T S A T M A S O N R Y W A L L S S H A L L B E H O T D I P G A L V A N I Z E D I N A C C O R D A N C E W I T H A S T M A - 1 5 3 . A L L L U M B E R I N C O N T A C T W i f H C O N C R E T E , M A S O N R Y , G R O U N D O R O T H E R W I S E N O T E D O N T H E D R A W I N G S W I L L B E P R E S S U R E T R E A T E D I N A C C O R D A N C E W i T H A W P i S T A N D A R D 1 . 2 - 2 . A L L P L Y W O O D S H E A T H I N G W I L L B E A R T H E T R A D E M A R K O F T H E A M E R I C A N P L Y W O O D A S S O C I A T I O N A N D W I L L M E E T T H E R E Q U I R E M E N T S O F P S 1 - 8 3 O R A P A P R P - 1 0 8 . A L L P A N E L S P E R M A N E N T L Y E X P O S E D T O T H E W E A T H E R W I L L B E C L A S S I F I E D " E X T E R I O R " . A P P U C A T I O N W I L L B E I N A C C O R D A N C E W I T H R E C O M M E N D A T I O N S O F T H E A M E R I C A N P L Y W O O D A S S O C I A T I O N . A L L O S B B O A R D S H E A T H I N G W I L L B E " E X T E R I O R G R A D E " E X C E P T O N I N T E R I O R W A L L S W A L L . A N D R O O F S H E A T H I N G W I L L B E N A I L E D W I T H 8 c 1 N A I L S ( T W I S T E D S H A N K ) 3 " o / c A R O U N D E D G E S A N D 6 " o / c I N F i E L D C O N T R A C T O R T O P R O V I D E A D E Q U A T E T E M P O R A R Y B R A C I N G F O R S T R U C T U R E A N D i T S I N D I V I D U A L M E M B E R S S O T H A T R W I L L B E S T A B L E D U R I N G A L L S T A G E S O F C O N S T R U C T I O N . T H E S T R U C T U R E I S D E S I G N E D F O R A C O M P L E T E D C O N D I T I O N O N L Y A N D T H E R E F O R E R E Q U I R E S A D D I T I O N A L T E M P O R A R Y S U P P O R T S T O M A I N T A I N S T A B I U T Y B E F O R E C O M P L E T I O N . R O O F D E C K I N G M D W A L L S H E A T H I N G W I L L B E I N S T A L L E D A N D A L L J O I S T S A N D G I R D E R S S E C U R E D P R I O R T O T E M P O R A R Y B R A C I N G S A R E R E M O V E D . T E M P O R A R Y B R A C I N G D E S I G N , I N S T A L L A T I O N A N D M A I N T E N A N C E W I L L B E A T A L L T I M E S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D / O R E R E C T O R . T E M P O R A R Y B R A C I N G I S N O T A D E S I G N F U N C T I O N O F T H E S T R U C T U R A L E N G I N E E R . 2 x 1 2 ' s @ 1 6 " o . c . J O I S T S F ��{ " " L ^ , r - - 1 - - - - - - - - - - - " { . 4 I ! i I r , 1 ! I , . J " - - 4 - T - 1 ! ! ! I 1 1 1 1 1 1 1 - 4 _ �� l i t ` ��J { 1 1 1 1 L 7 : M 1 4 1 1 t 1 ! ! ! t ! t 1 1 ! ! ! ! t i i 1 1 2 - 2 X 1 2 ' S " = " - " = " _ " _ " = " _ " _ " _ " = " = " = r = . = : r : ^ . e E e l ' G O - B O L T ' H O L D D O W N S S E E D E T A I L S H T S . S 4 & S 5 . ' G O - B O L T ' C O L U M N H O L D D O W N S E E D E T A I L S H T S . S 4 & S 5 . I I I I T f 1 " I I I 1 1 ! t 1 J ` ����I ! 1 I 1 ! \ \ , I i 1 i �% x \ 1 I I ! I ? , \ I ! 1 i I I 9 1 , \ \ 2 x 1 0 L E D G E R S T A I R C A S E L A N D I N G r 1 1 1 b i ! S " ' " l " " 2 x 1 0 ' s 1 6 " o . c . N O T E : F I E L D V E R I F Y E X A C T F I N . F L O O R E L E V . S T A I R C A S E L A N D I N G . e k r 1 " " ` 7 1 1 S e c o n d M o o r F r a m i n g S c h e m a t i c S C A L E : 1 / 4 " = 1 ' - 0 " G E N E R A L C O N S T R U C T I O N N O T E S : A L L W O R K U N D E R T H I S C O N T R A C T S H A L L C O N F O R M T O A L L C O D E S , O R D I N A N C E S , A N D R E G U L A T I O N S O F A L L A U T H O R I T I E S H A V I N G J U R I S D I C T I O N O V E R T H I S W O R K W H E T H E R S H O W N I N T H E S E D O C U M E N T S O R N O T . C O N T R A C T O R S H A L L S E C U R E A N D P A Y F O R A L L N E C E S S A R Y P E R M I T S A N D I N S P E C T I O N S . C O N T R A C T O R S H A L L S E C U R E A N D P A Y F O R A L L I N S U R A N C E C A L L E D F O R B Y L A W A N D A S D I R E C T E D B Y F U N D I N G I N S T I T U T I O N C O P I E S O F I N S U R A N C E C E R T I F I C A T E S S H A L L B E F I L E D W I T H T H E A R C H I T E C T . G E N E R A L C O N T R A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T I O N O F A L L W O R K W I T H A L L T R A D E S I N V O L V E D . G E N E R A L . C O N T R A C T O R S H A L L V E R I F Y A L L E L E V A T I O N S , D I M E N S I O N S A N D L O C A T I O N S O F E X I S T I N G F E A T U R E S B E F O R E S T A R T I N G W O R K , N O T I F Y A R C H I T E C T / E N G I N E E R O F A N Y D I S C R E P A N C I E S . A L L C O N S T R U C T I O N S H A L L B E I N A C C O R D A N C E W I T H I N T E R N A T I O N A L B U I L D I N G C O D E , O S H A , A C I , A I S C A N D A I T C C O D E S A N D R E Q U I R E M E N T S A N D A L L A P P L I C A B L E S T A N D A R D S . G E N E R A L C O N T R A C T O R S H A L L R E F E R T O A R C H I T E C T U R A L , M E C H A N I C A L , E L E C T R I C A L , P L U M B I N G A N D V E N D O R D R A W I N G S F O R C O O R D I N A T I O N O F E Q U I P M E N T I N A N D / O R B E N E A T H S L A B S . S U B G R A D E P R E P A R A T I O N N O T E S : P R I O R T O C O N S T R U C T I O N , A L L B U I L D I N G A R E A , P L U S A P P R O X . 5 F E E T O N E A C H S I D E , S H O U L D B E S T R I P P E D O F A L L V E G E T A T I O N , T O P S O I L , R O O T S Y S T E M S , A N Y E X I S T I N G P A V E M E N T S , F O R E I G N O B J E C T S A N D D E B R I E S . S I T E D R A I N A G E S H O U L D B E E S T A B L I S H E D T O P R E V E N T W A T E R P O N D I N G W I T H I N T H E C O N S T R U C T I O N A R E A A N D T O F A C I U T A T E T H E S T O R M W A T E R R U N - O F F . I F N E C E S S A R Y , T H E S I T E D E W A T E R I N G W i L L B E E M P L O Y E D U N T I L T H E F O U N D A T I O N S A N D U T I U T I E S A R E I N P L A C E . D E W A T E R I N G M E T H O D S W I L L B E S E L E C T E D B Y C O N T R A C T O R A N D A P P R O V E D B Y A R C H I T E C T / E N G I N E E R . A N Y U T I U T I E S T H A T U N D E R U E T H E S I T E , S H O U L D B E R E L O C A T E D A N D T H E T R E N C H E S B A C F i L L E D W I T H A P P R O V E D S U I T A B L E B A C K F I L L S O i L T H E B A C K F I L L S H O U L D B E P L A C E D I N S I X I N C H E S T H I C K L I F T S A N D C O M P A C T E D T O 9 5 % D E N S I T Y I N A C C O R D A N C E W I T H A S T M - D - 1 5 5 7 . T H E E X P O S E D S U B G R A D E U N D E R F O U N D A T I O N S A N D S L A B S W I L L B E T H E N L E V E L E D A N D C O M P A C T E D . A L L O F T H E E X P O S E D S U B G R A D E S H O U L D B E C O M P A C T E D B Y R E P E A T E D P A S S E S O F A V I B R A T O R Y R O L L E R . C O M P A C T I O N E F F O R T S H O U L D C O N T I N U E U N T I L T H E S O I L U N D E R F O O T I N G S A N D S L A B S R E A C H E D D E N S I T Y O F 9 5 % I N A C C O R D A N C E W I T H A S T M D - 1 5 5 7 F O R A M I N I M U M D E P T H O F 1 2 I N C H E S B E L O W B O T T O M O F T H E F O O T I N G S A N D S L A B S . A N Y A R E A S T H A T B E C O M E U N S T A B L E B E N E A T H C O M P A C T I O N E Q U I P M E N T S H O U L D B E E X A M I N E D T O D E T E R M I N E T H E C A U S E . I F D U E T O U N S U I T A B L E S O I L , S U C H A S C L A Y O R H I G H L Y O R G A N I C S O I L , T H E A R E A S H O U L D B E U N D E R C U T T O F I R M S O I L A N D T H E E X C A V A T I O N B A C K F I L L E D W I T H A P P R O V E D F I L L C O M P A C T E D T O 9 5 % O F I T S D E N S I T Y O N A C C O R D A N C E W i T H A S T M D - 1 5 5 7 ) . I F T H E I N S T A B I L I T Y I S D U E T O E X C E S S M O I S T U R E i N O T H E R W I S E A C C E P T A B L E S O H . , T H E A R E A S H A L L B E A E R A T E D O R O T H E R W I S E D R I E D A N D R E C O M P A C T E D T O T H E S P E C I F I E D D E N S I T Y . A L L O F T H E F I L L F O R T H I S P R O J E C T S H O U L D C O N S I S T O F A C L E A N , F R E E D R A I N I N G S A N D W I T H A M A X I M U M O F 1 5 % F I N E S . T H E F 1 L L W I L L B E F R E E O F R O O T S , C L A Y L U M P S A N D A N Y D E B R I E S . A L L O F T H E F I L L F O R T H I S P R O J E C T W I L L B E P L A C E D I N 8 T O 1 0 I N C H T H I C K L O O S E U F T S A N D C O M P A C T E D T O 9 5 % D E N S I T Y I N A C C O R D A N C E W i T H A S T M - D - 1 5 5 7 . T H E D E S I G N S O I L B E A R I N G P R E S S U R E I S 2 0 0 0 P S F . L . 1 C A S T I N P L A C E C O N C R E T E , F O U N D A T I O N S A N D F L O O R S L A B N O T E S : 2 - 2 X 1 0 ' S 1 1 i t " " A L L C O N C R E T E S H A L L D E V E L O P A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 3 0 0 0 P S I I N 2 8 D A Y S , U N L E S S N O T E D O T H E R W I S E . M I X I N G A N D P L A C I N G O F C O N C R E T E S H A L L B E P R O V I D E D W I T H C O N S I D E R A T I O N T O W E A T H E R C O N D M O N S A T T H E T I M E O F C O N S T R U C T I O N . F O R C O L D W E A T H E R i N A C C O R D A N C E W i T H A C I 3 0 6 , F O R H O T W E A T H E R I N A C C O R D A N C E W I T H A C I 3 0 5 . C U R I N G M E T H O D S S H A L L B E S E L E C T E D B Y C O N T R A C T O R A N D A R C H I T E C T / E N G I N E E R A P P R O V E D T O S U I T W E A T H E R C O N D I T I O N S A T T H E T I M E O F C O N S T R U C T I O N . W E A T H E R C O N D t T 1 0 N S S H A L L N O T B E A C C E P T E D A S A V A L I D R E A S O N F O R I N C O R R E C T O R O T H E R W I S E P O O R Q U A L I T Y O F C O N C R E T E O R C O N C R E T E S U R F A C E S . C O N C R E T E F I N I S H E S S H A L L B E S E L E C T E D T O A C C O M M O D A T E F L O O R C O V E R I N G S . S C R A T C H E D F I N I S H F O R S U R F A C E S I N T E N D E D T O R E C E I V E B O N D A P P U E D C E M E N 1 1 O U S A P P U C A T I O N S . T R O W E L E D F I N I S H F O R E X P O S E D i N t ' E R I O R S U R F A C E S . N O N S U P , L I G H T B R O O M F I N I S H F O R E X T E R I O R E X P O S E D S U R F A C E S . A L L F I N I S H E S S H A L L B E M I N I M U M C L A S S B T O L E R A N C E S , E X C E P T F O R E X P O S E D C O N C R E T E S U R F A C E S W H I C H S H A L L M E E T C L A S S A R E Q U I R E M E N T S I N A C C O R D A N C E W I T H A C I 3 0 1 . G E N E R A L C O N T R A C T O R S H A L L I N V E S T I G A T E A C T U A L L O C A T I O N S O F U N D E R G R O U N D U N E S A N D U T I L I T I E S B E F O R E E X C A V A T I N G . A L L E X C A V A T I O N S N E A R T H E S E U N E S S H A L L B E C A R R I E D O U T W I T H E X T R E M E C A U T I O N . U N L E S S O T H E R W I S E N O T E D , A L L R E I N F O R C I N G S T E E L S H A L L B E D E F O R M E D B A R S , C O N F O R M I N G T O A S T M A 6 1 5 , G R A D E 6 0 . U N L E S S O T H E R W I S E N O T E D , A L L D E T A I U N G , F A B R I C A T I O N A N D P L A C I N G O F R E I N F O R C I N G S T E E L S H A L L C O N F O R M T O T H E M A N U A L O F S T A N D A R D P R A C T I C E F O R D E T A I U N G R E I N F O R C E D C O N C R E T E S T R U C T U R E S A C I S P - 6 6 , L A t t S I E D I 1 1 O N . A L L B A R S P U C E S S H A L L . B E C L A S S C T E N S I O N L A P S P L I C E S , U N L E S S O T H E R W I S E S H O W N . P R O V I D E S T D . C O R N E R B A R S A T A L L C O R N E R S . P R O V I D E M I N I M U M O F 3 " O F C O N C R E T E C O V E R F O R R E I N F O R C I N G S T E E L W H E N T H E C O N C R E T E I S P L A C E D D I R E C T L Y A G A I N S T G R O U N D . W E L D E D W I R E F A B R I C S H A L L C O N F O R M T O A S T M A 1 8 5 . W E L D E D W I R E F A B R I C R E I N F O R C E M E N T M U S T L A P O N E F U L L M E S H A T S i D E A N D E N D L A P S A N D B E W I R E D T O G E T H E R . A L L S L A B A N D F O U N D A T I O N R E I N F O R C E M E N T S H A L L B E T I E D I N P L A C E P R I O R T O P L A C I N G C O N C R E T E . H O L D U P R E I N F O R C I N G W I T H T Y P I C A L S T A N D A R D C H A I R S . R E I N F O R C E M E N T S H O W N S H A L L B E U S E D A S D E T A I U N G G U I D E . P R O V I D E R E - B A R S A S R E Q U I R E D T O S U i T S P E C I A L C O N D I T I O N S . C O N T R A C T O R S H A L L C O O R D I N A T E E X A C T A N C H O R B O L T L O C A T I O N S A N D L A Y O U T W I T H B U I L D I N G C O D E R E Q U I R E M E N T S A N D T H I S D R A W I N G S F L O O R J O I N T S S H A L L B E L O C A T E D A S I N D I C A T E D O N P L A N S . C O N S T R U C T I O N J O I N T S S H A L L B E L O C A T E D A S R E Q U I R E D F O R W O R K S E Q U E N C E . " E _ . _ . _ . _ . _ . _ . _ . L . 4 . c o 6 3 - . _ . _ . _ . " - - . _ . _ . . { _ L r . . . . " " 1 : I l i 1 1 1 1 1 _ " ' I - \ J , _ . _ . _ . _ . r i - " _ " - �� ! ; , L . - " _ ��. _ . _ . _ . _ . _ . _ . - 1 t _ . _ . _ . _ . _ . . , 1 _ . " _ " _ . _ " ; J ` I 1 1 r . . _ . _ ' _ . _ . . . . . - . _ . _ . _ . _ . _ . _ . 1 , Y l Z w 0 ' Q 1 @ ` i " - t T r 1 1 1 ~ - - _ J _ . _ . _ . _ . _ . " ; L _ . , _ . _ . _ . I I _ . _ . _ . _ . r _ . . . 1 i i ' _ . T . _ f _ . . 1 . . . _ $ t " 1 I 1 1 1 1 1 I J - _ . i 1 1 1 1 1 _ . . t - . _ I " , . _ . - L _ - . 1 1 1 _ . T . _ I r 4 _ . - " - " - . c i R 1 1 . 0 0 x ' ' , 1 �% �% _ . - ! . . _ . f i r . 1 I L f - 3 . 0 0 1 x I L ' . I _ . _ . _ . _ . r l 1 1 L _ _ . _ . _ . _ . _ . - - - . . . . - ' . ^ " . . _ . _ . _ . . _ . _ . _ , _ R O Z t Q . @ O D N a 1 _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . �� I 1 _ 1 . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . - �� _ ��" _ " _ " _ . _ " _ . _ . _ ' _ . _ . _ " _ " _ " _ . _ . W 0 1 I . L . L . - - . - 1 _ - 1 . _ . . . . _ . . ' ' . _ . - . - . - . - . - . - . - . - . - . - . - . . . . 1 . - . - . . . . a . . . . . - . o I R o i i : i : : i : i : i t t T i i . = . s N \ _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ - r . _ . _ . �� N - - " i _ . . _ . _ . _ 1 1 1 . - . - - . " 1 i \ I " 1 1 I I 1 i t i 1 1 i 1 t t i t i I I i t I I I " ! 1 1 t t 1 t 1 1 t 1 1 I i t I t I ! 1 I I t t I ! I I i I t t I t t t ! I I i I 1 I ! I i i 1 1 t i I t 1 ! I 1 I �� 1 " 1 1 t 1 I ( s l " 1 I I ! x 8 s " @ 1 r �� o i l " " C E I L I N G J O I S T S " x 8 s " @ 1 o . c . " C E I L I L N G J I S I S ! l i t i i i i t 1 ! t t l i 1 i t i i 1 1 " i i 1 i i i i i i 1 i i 1 1 1 I i i 1 1 I i i 1 ! i I I I I i 1 I I i i I i i t 1 i I I I 1 t i 1 1 1 I 1 1 I i t l 1 1 t i I i i i i 1 i i i i i " " A I : _ : _ : L - : _ : 1 : = : = : 1 - : = : = i _ : _ : 4 : _ : = i = : _ : . i : = : = a = : = : - : = : = : 1 _ : = : - I : = : = : - i 1 1 i 1 i t t I / 1 1 i I i i i i " i r i ! i i i t t i i 1 i i i i I P I I 1 i 1 t I I I I I i i I t 1 t I I 1 I t ! i i t I I I 1 i I I I t ! " i t I I I I I 1 1 I 1 i t t i i i i i i i i t i i i 1 ! J k : _ : " 1 . : = : = : L - : = v : = : = : L : _ : - I : = : = : 1 - : = : = ? ��- : _ : - 1 - : _ : _ = : = ��s . C e i l i n g J o i s t s L a y o u t S C A L E : 1 / 4 " = 1 ' - 0 " R O O F C O N S T R U C T I O N : 1 . R A F T E R - 2 X 8 0 1 6 " . T H E Y A R E C U T I N T O H I P S , R I D G E S , E T C . U N L E S S N O T E D D I F F E R E N T L Y . 2 . C O L L A R T I C S 2 x 4 0 1 6 " O . C . A T A L L R I D G E S . 3 . t o m / I N D I C A T E S L O C A T I O N o r R A r T E R B R A C E A T R A T T E R L E V E L . 4 . ' I - A R R O W A W A Y F R O M B R A C E I N D I C A T E S D I R E C T I O N O F B R A C E T O P A R T I T I O N / B E A M B E L O W . 8 . + : f - + - - A R R O W I N T O B R A C E I N D I C A T E S A V E R T I C A L O R A L M O S T V E R T I C A L B R A C E . 6 . A L L B R A C E S A R E 2 - 2 x 4 N A I L E D W I T H 1 6 P E N N Y N A I L S @ 9 " 0 . C . V E R T I C A L L Y F R O M T O P T O B O T T O M . B R A C E S L A R G E R T H A N 1 0 ' M U S T B E B R A C E D H O R I Z O N T A L L Y . 7 . A L L H I P S A N D R I D G E S A R E A M I N I M U M O F O N E S I Z E L A R G E R T H A N R A F T E R S U N L E S S N O T E D O T H E R W I S E , S E E S H T S . S 4 - S 6 . 9 . R A F T E R S C A N B E S P U C E D O V E R S U P P O R T S W I T H 2 - 2 x 4 B R A C E S . 1 6 P N A I L S @ 9 " o . c . V E R T . 2 - 2 x 4 B R A C E 1 1 . A L L R O O F T R U S S E S M U S T B E B U I L T I N A C C O R D A N C E W I T H T R U S S M A N U F A C T U R E R ' S D I R E C T I O N . 1 2 . W I T H N O R O O F F R A M I N G P L A N - U S E 2 x 8 0 1 6 " R A F T E R S , S . P . F . . # 2 U N L E S S S H O W N O T H E R W I S E . M A X I M U M A L L O W A B L E S P A N 1 4 ' - O " M E A S U R E D H O R I Z O N T A L L Y B A S E D O N A D E F L E C T I O N O F L E S S T H A N L / 1 8 0 . U D C 2 2 x 6 I I O G C A T R A F T E R W I T ( 1 2 2 x 4 � R A C E S A T C F T . M A X I M U M S P A C I N G . C A R R Y B R A C E S T O P A R T I T I O N S / B E A M S O R M I N I M U M o r 2 2 i C 1 I O C G O N C E I L I N G . J O I S T S C U T I N A L L R A F T E R S U S I N G R I D G E S , V A L L E Y S , E T C . O N E S I Z E L A R G E R T H A N R A F T E R S I Z E . A L L B R A C E L O A D S M U S T G O T O F O U N D A T I O N W I T H A M I N I M U M O F 2 - 2 x 4 S T U D S F L O W I N G F R O M P A R T I T I O N P L A T E S T O B E A M S O R H O G S . F R A M I N G C O N S T R U C T I O N - O T H E R T H A N R O O F 1 . A L L W O R K S H A L L C O N F O R M T O L O C A L C O D E R E Q U I R E M E N T S . 2 . A L L J O I S T S , G I R D E R S A N D E X T E R I O R W A L L S S H A L L B E S O U T H E R N Y E L L O W P I N E # 2 U N L E S S N O T E D O T H E R W I S E . 3 . A L L O T H E R L U M B E R C A N B E S P R U C E # 2 U N L E S S N O T E D O T H E R W I S E . 4 . S T E E L B E A M S M U S T H A V E M I N I M U M 5 - 2 x 6 S T U D J A C K S W / B L O C K I N G 0 M I D - H G T . U N D E R E A C H E N D S U P P O R T U N L E S S N O T E D O T H E R W I S E . 5 . M I C R O - L A M B E A M S M U S T H A V E M I N I M U M 3 - 2 X 6 S T U D J A C K S W / B L O C K I N G � M I D - H G T . U N D E R E A C H E N D S U P P O R T U N L E S S N O T E D O T H E R W I S E . 6 . A L L W O O D J O I S T S A N D O P E N J O I S T S M U S T B E B R A C E D I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S D I R E C T I O N S P L U S D E T A I L S S H O W N O N P L A N S . 7 . A L L R A F T E R B R A C E S M U S T H A V E M I N I M U M 2 S T U D S F R O M P L A T E T O F O U N D A T I O N O R B E A M B E L O W T H E M A T A L L F L O O R S . N O B R A C E S O N C E I U N G P L A T E W I T H O U T S T U D S D I R E C T L Y U N D E R T H E M U . N . O . 8 . W H E R E P A R T I T I O N S F A L L B E T W E E N F L O O R T R U S S E S 2 " x 4 " L A D D E R S 0 1 6 " O . C . M U S T B E P L A C E D P E R P E N D I C U L A R T O T H E T R U S S E S T O S U P P O R T T H E P L Y W O O D D E C K I N G . 9 . O N A L L O P E N W E B F L O O R T R U S S E S O V E R A 1 0 ' S P A N A M I N I M U M S I N G L E L I N E O F 2 " x 4 " S S H A L L B E N A I L E D T O D I A G O N A L M E M B E R S O R V E R T I C A L M E M B E R S I N T H E A P P R O X I M A T E M I D - S P A N A S A L O A D D I S T R I B U T I O N M E M B E R . 1 0 . H E A D E R S S H A L L B E A S S H O W N U N L E S S N O T E D D I F F E R E N T L Y O N P L A N S : ( a ) I N T E R I O R ( 1 ) S P A N S U P T O 2 ' - 6 " - 2 - 2 x 6 ' s ( 2 ) S P A N S 2 ' - 6 " T O 3 ' - 6 " - 2 - 2 x 8 ' s ( 3 ) S P A N S 3 ' - 6 " T O 6 ' - 6 " - 2 - 2 x 1 0 ' s ( 4 ) S P A N S 6 ' - 6 " O R M O R E S E E P L A N ( b ) E X T E R I O R ( 1 ) S P A N S U P T O 2 ' - O " - 2 - 2 X 6 ' s ( 2 ) S P A N S 2 ' - 0 " T O 3 ' - 0 " - 2 - 2 x 8 ' s ( 3 ) S P A N S 3 ' - 0 " T O 5 ' - O " - 2 - 2 X 1 0 ' s ( 4 ) S P A N S 5 ' - 0 " O R M O R E S E E P L A N 1 1 . U S E 1 5 / 3 2 " C D X P L Y W O O D E X T E R I O R S H E A T H I N G . R U N C O N T I N U O U S L Y F R O M T O P O F T O P P L A T E T O B O T T O M O F S i L L . N A I L P E R C O D E R E Q U I R E M E N T S P E R D E T A I L 1 / A 1 1 . w D ��, U T T h e N e w R e s i d e n c e f o r D E S I G N E D C A D C H E C K E D B O S W I L L ���� ` " 4 9 1 4 J o n e s A v e n u e D E S I C \ S E R V I C I S , I E \ C . z ' F t i T y b e e I s l a n d , G e o r g i a D A T E : N o v . 1 0 , 2 0 1 0 I z A i s ) ` J i m m y a n d C a r o l B r o w n w Z : , 1 . g N G ) �� f o r 1 0 3 N A S S A U D R I V E ��- c ���� 0 ' , ' , a I �� Y J O B N 0 . - - - = , �� S A V A N N A H , G E O R G I A 3 1 4 1 a ; (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP TYPICAL SHEARWALL PANEL " EXTERIOR SHEATHING (REF DETAIL 3) (TYP (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP 1" EXTERIOR SHEATHING (REF DETAIL 5) (TYP (2) SIMPSON LSTA24 STRAPS AT PERIMETER BEAM /GIRDER TO STUD AS SHOWN (TYP b1.111.1 it HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING PENING WIDTH VARIE 2) 2x HEADER AT TOP (2) 2x .VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -O; ", • ADD VERTICAL STUD AND ro ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL SHEARWALL SHOWN IN WIDTH BETWEEN 1' -0" TO 2' -Q" • • 4. • 1/2" ALL - THREADED GO -BOLT W /WASHER 11 AND NUT. INSTALL AS PER MANUF. SPECS. REF. DETAIL 6 A A A INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS GREATER THAN 1' -0" 1 N.T.S. EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) 2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -Or, ADD VERTICAL STUD AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 5 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL ERIMETER BEAM /GIRDER • • INTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. 10d COMMON NAILS IN 2 ROW NAILING PATTERN c TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN 1 (2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP TYPICAL SHEARWALL PANEL i" EXTERIOR SHEATHING (REF DETAIL 3) (TYP) GO -BOLT LOCATED ON OUTSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) -- . • • HEADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING mog OPENING WIDTH VARIE (2) 2x HEADER AT TOP (2) 2x VERTICAL EACH SIDE (MIN) (2) 2x BRIDGING AT SHEATHING SPLICE (1) 2x SILL AT BOTTOM NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. IF WIDTH OF SHEARWALL IS GREATER THAN 2' -Or, ADD VERTICAL STUD AND "v ANCHOR BOLT AS REQUIRED FOR 16" MAX SPACING FOR EACH 3. REFERENCE DETAIL 3 FOR EXTERIOR VIEW OF TYPICAL SHEARWALL PANEL SHEARWALL SHOWN IN WIDTH 1' -0" OR LESS (TYP) TYPICAL SHEARWALL AT INTERIO LOCATION 10d COMMON NAILS 0 6" VERTICAL • SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAIUNG PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN 10d COMMON NAILS 12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLED IS" EXTERIOR SHEATHING W/ 4' -O" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF PERIMETER BEAM /GIRDER 10d COMMON NAILS IN 2 ROW NAIUNG PATTERN 0 SILL AND BOTTOM OF PERIMETER BEAM /GIRDER (REF DETAIL FOR NAIUNG PATTERN r► 4' -O" M N 4' -0" MN EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES PER OPENING) TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL " BEAD LIQUID NAILS "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 10d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) r • 2) SIMPSON LSTA24 STRAPS AT HEADER TO STUD AS SHOWN (TYP) PERPENDICULAR WALL ✓ FRAMING. PROVIDE SOLID BLOCKING BEHIND WALL STUD AS REQUIRED AND ATTACH TO SHEARWALL W/ (2) 16d COMMON NAILS cs 6" O.C. 0 -BOLT PER SHEARWALL LOCATED ON INSIDE FACE OF SHEARWALL (REF DETAIL 6) (TYP) 7-GO-BOLT LOCATED ON CORNER STUD OF PERPENDICULAR WALL (REF DETAIL 6) (TYP) TYPICAL SHEARWALL AT CORNER LOCATION INTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL SYSTEM FOR WALLS LESS THAN 1' -0" N.T.S. EXTERIOR VIEW OF TYPICAL ELEVATED (SECOND FLOOR) SHEARWALL SYSTEM N.T.S. GO -BOLT STRUCTURAL TIE -DOWN ANCHORING SYSTEM. INSTALL AS PER MANUF. SPECS. 2x SILL ::''"' : .--Il ir AdoAttli wer- -(2) 2x VERTICAL (MIN) NOTES: 1. 2x FRAMING TO MATCH WALL STUD SIZE 2. EXTERIOR SHEATHING NOT SHOWN FOR CLARITY TYPICAL 'GO- BOLT TIE DOWN ANCHORING SYSTEM N.T.S. 8" -12" FROM EDGE DISTANCE EMBED AS PER MANUF. SPECS. 10d COMMON NAILS IN 2 ROW NAILING PATTERN 0 TOP OF HEADER AND TOP PLATE (REF DETAIL FOR NAILING PATTERN 10d COMMON NAILS 6" VERTICAL SPACING AT EDGE 10d COMMON NAILS IN 2 ROW NAILING PATTERN ON EACH SIDE OF SPLICE (REF DETAIL FOR NAILING PATTERN 10d COMMON NAILS 0.12" VERTICAL SPACING AT INTERIOR IF ADDITIONAL STUD IS INSTALLED " EXTERIOR SHEATHING W/ 4' -O" MIN LENGTHS MEASURED FROM TOP OF HEADER AND FROM BOTTOM OF SILL 2 ROW NAILING PATTERN SILL (REF DETAIL FOR NAILING PATTERN io • •\ • r • 4' —O" EADER BEAM CONTINUOUS OVER SHEARWALL AS SHOWN (SIZE AND TYPE VARIES M N PER OPENING) 4, -0" MIN TYPICAL 2 ROW NAILING PATTERN ALTERNATE METHOD: INSTALL r BEAD LIQUID NAILS "SUBFLOORS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -902) AT ALL 2 ROW NAIUNG PA I TERN LOCATIONS W/ SINGLE ROW i0d COMMON NAILS 0 6" MAX HORIZONTAL SPACING (NOTE: BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) EXTERIOR VIEW OF TYPICAL FIRST FLOOR SHEARWALL PANEL N.T.S. GO -BOLT STRUCTURAL TIE -DOWN ANCHORING SYSTEM. INSTALL AS PER MANUF. SPECS. LOCATE 3" TO 5" FROM TOP OF FOOTING ADD (1) #4 REBAR IN MONOLITHIC FOUNDATION PER SIMPSON REQUIREMENT (NOT REQUIRED IN STEMWALL FOUNDATION) NOTE: 1. FOUNDATION WIDTH MUST BE 6" MIN. 2. FOUNDATION TYPE SHOWN IS FOR DISPLAY PURPOSES ONLY. 3. SAME DETAIL APPLIES TO BOTH MONOLITHIC AND STEM WALL FOUNDATIONS. TYPICAL 'GO -BOLT' TIE DOWN ANCHORING SYSTEM AT TURNED DOWN FOOTINGS N.T.S. 0 z Z 0 2 • Cr) J r� 103 NASSAU DRIVE DATE: Nov. 10, 2010 0 Z m 0 0 v O 0 a) 0 0 0 t UTILITIES PR JTEC1TI MITER 1 -800 -282 -7411 DRAWING NUMBER 4 of 5 sheets • Cr) J r� 103 NASSAU DRIVE DATE: Nov. 10, 2010 0 Z m 0 0 v O 0 a) 0 0 0 t UTILITIES PR JTEC1TI MITER 1 -800 -282 -7411 DRAWING NUMBER 4 of 5 sheets " G E N E R A L S T R U C T U R A L N O T E S 1 ) A L L W O R K T O C O N F O R M T O T H E R E Q U I R E M E N T S O F T H E F O L L O W I N G : ( A ) I N T E R N A T I O N A L R E S I D E N T I A L C O D E 2 0 0 6 ( I R C - 2 0 0 6 ) ( B ) S T A N D A R D F O R H U R R I C A N E R E S I S T A N T R E S I D E N T I A L C O N S T R U C T I O N ( S S T D - 1 0 - 9 9 ) ( C ) W O O D F R A M E C O N S T R U C T I O N M A N U A L F O R O N E A N D T W O F A M I L Y D W E L L I N G S ( 1 9 9 5 S B C H I G H W I N D E D I T I O N ) 2 ) D E S I G N C R I T E R I A : R O O F L I V E L O A D - - - - 2 0 P S F F L O O R L I V E L O A D - - - 4 0 P S F W I N D L O A D P E R I R C 2 0 0 0 ( A ) B A S I C W I N D S P E E D ( 3 S E C O N D G U S T ) 1 2 0 M P H ( B ) E X P O S U R E C 3 ) W I N D O W S , G L A S S D O O R S , & S K Y L I G H T S S H A L L B E A P P R O V E D A N D I N S T A L L E D T O C O M P L Y W I T H B O T H N E G A T I V E A N D P O S I T I V E P R E S S U R E S A S R E Q U I R E D B Y S S T D 1 0 - 9 9 . D O C U M E N T A T I O N O F C O M P L I A N C E S H A L L B E A V A I L A B L E O N S I T E F O R E A C H W I N D O W , D O O R O R S K Y L I G H T A T T H E F R A M I N G I N S P E C T I O N . ( S S T D T A B L E 6 0 2 A 1 , 6 0 2 A 2 , 6 0 2 A 3 ) 4 ) I F A P P R O V E D D O O R S , W I N D O W S , O R S K Y L I G H T S A R E N O T U S E D , T H E N W O O D S T R U C T U R A L P A N E L S M U S T B E P R O V I D E D F O R E A C H O P E N I N G . P A N E L S W I L L H A V E A M I N I M U M T H I C K N E S S O F 7 / 1 6 I N C H E S A N D A M A X I M U M S P A N O F 8 F E E T . P A N E L S M U S T B E P R E C U T T O S I Z E W I T H A T T A C H M E N T H A R D W A R E P R O V I D E D A N D N U M B E R E D S O T H A T A H O M E O W N E R W I L L B E A B L E T O I D E N T I F Y T H E P R O P E R L O C A T I O N F O R E A C H P A N E L . ( I R C 3 0 1 . 2 . 1 . 2 . A N D S S T D 6 0 4 ) Z O N E L O C A T I O N S N O T E S : 1 . D E S I G N P R E S S U R E ( D P ) V A L U E S A R E L I S T E D I N P O U N D S / S Q U A R E F O O T ( P S F ) 2 . h = M E A N R O O F H E I G H T A N D I S M E A S U R E D F R O M G R A D E T O H A L F W A Y U P T H E R O O F 3 . a = L E N G T H O F Z O N E ( 5 ) L O C A T E D A T T H E C O R N E R S O F T H E B U I L D I N G A D I S T A N C E O F T H E F O L L O W I N G C R I T E R I A : A . T H E S M A L L E R O F T H E F O L L O W I N G : i . 1 0 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 4 h B . B U T N O T L E S S T H A N T H E L A R G E R O F E I T H E R O F T H E F O L L O W I N G : i . 4 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 3 F E E T W I N D O W A N D D O O R D E S I G N P R E S S U R E ( D P ) R A T I N G S 2 N . T . S . S E E N O T E S F O R N A I L I N G P A T T E R N A S R E V D . C D X P L Y W O O D O R O S B R O O F S H E A T H I N G ( S E E A R C H . W A L L S E C T I O N S ) ( 2 ) T O P P L A T E S S I M P S O N H U R R I C A N E C L I P S ( E A . R A F T E R ) C D X P L Y W O O D O R O S B W A L L S H E A T H I N G ( S E E A R C H . W A L L S E C T I O N S ) S E E N O T E S F O R N A I L I N G P A T T E R N W A L L A N D R O O F S H E A T H I N G W I L L B E N A I L E D W I T H 8 d N A I L S ( T W I S T E D S H A N K ) 3 " o / c A R O U N D E D G E S A N D 6 " o / c I N F I E L D P R O V I D E S H E A T H I N G S P L I C E S O V E R B L O C K I N G O R F R A M I N G T H E S H E A T H I N G M A Y B E P L A C E D E I T H E R H O R I Z O N T A L L Y O R V E R T I C A L L Y S E A T H I N G N A I L I N G P A T T E R N N O T T O S C A L E T Y P I C A L E X T E R I O R S H E A T H I N G P A N E L ( R E F . D E T A I L A T R I G H T F O R T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N ) S E C O N D F L O O R J O I S T F R A M I N G B E H I N D ( V E R T I C A L S T U D W A L L S B E H I N D N O T S H O W N F O R C L A R I T Y ) U S E C O N T I N U O U S S H E A T H I N G O V E R S E C O N D F L O O R F R A M I N G S T A G G E R J O I N T S H O R I Z O N T A L L Y T Y P I C A L I N S T A L L A T I O N P A T T E R N R A F T E R H i 0 H U R R I C A N E C L I P N O T T O S C A L E D E S I G N C R I T E R I A 2 0 0 6 I N T E R N A T I O N A L C O D E 1 . F L O O R D E A D L O A D S : 2 . F L O O R L I V E L O A D S : 3 . R O O F D E A D L O A D : 4 . R O O F L I V E L O A D S : 5 . W I N D L O A D : P A R T I T I O N S F I X E D E Q U I P M E N T F I N I S H E S L I V I N G R O O M S S L E E P I N G R O O M S A T T I C W / S T O R A G E A T T I C W / O S T O R A G E D E C K S B A L C O N I E S G U A R D R A I L S & H A N D R A I L S R O O F I N G D E C K I N G I N S U L A T I O N H A N G I N G & M I S C . F R A M I N G C E I L I N G F I X E D E Q U I P M E N T T R I B U T A R Y A R E A : 0 T O 2 0 0 S F 2 0 1 T O 6 0 0 S F O V E R 6 0 0 S F 3 S E C O N D G U S T W I N D S P E E D ( F I G . 1 6 0 9 ) E Q U I V A L E N T B A S I C W I N D S P E E D ( T A B . ' I 6 0 9 . 3 . 1 ) 2 0 P S F A C T U A L W E I G H T A C T U A L W E I G H T 4 0 P S F 3 0 P S F 2 0 P S F 1 0 P S F 4 0 P S F 6 0 P S F 2 0 0 # 2 . 0 P S F 2 . 0 P S F 6 . 0 P S F 9 . 0 P S F 5 . 0 P S F 5 . 0 P S F A C T U A L W E I G H T S H E A T H I N G J O I N T S C O N T I N U O U S S H E A T H I N G A T T O P O F F R A M E D O P E N I N G ( I N S T A L L H O R I Z O N T A L O R V E R T I C A L A S R E Q U I R E D ) K I N G S T U D S A S R E Q U I R E D J A C K S T U D S A S R E Q U I R E D ( F A S T E N T O K I N G S T U D W I T H 1 0 d N A I L S 0 1 2 " O . C . T Y P I C A L I N S T A L L A T I O N A R O U N D O P E N I N G S 2 R O W S O F 1 0 d N A I L S : A T 4 " H O R I Z O N T A L S P A C I N G A T T O P P L A T E ( R E F . D E T A I L F O R N A I L I N G P A T T E R N ) 1 0 d N A I L S A T 4 " . H O R I Z O N T A L S P A C I N G A T E A C H E N D O F E X T E R I O R S H E A T H I N G A T P A N E L S P L I C E ( P R O V I D E 2 x B L O C K I N G A S R E Q U I R E D ) " E X T E R I O R S H E A T H I N G 1 2 i 2 : S 1 3 2 t S 2 R O W S O F 1 0 d N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T B O T T O M P L A T E ( R E F . D E T A I L F O R N A I L I N G P A T T E R N ) � � M 1 " " " " " . " " " " " " " " " " 1 0 d N A I L S A R 1 2 " V E R T I C A L S P A C I N G A T I N T E R I O R S T U D ( T Y P ) - - 1 Q d N A I L S A T 6 " V E R T I C A L S P A C I N G A T E D G E ( T Y P ) 1 7 = - F e 4 " T Y P I C A L N A I U N G P A T T E R N N O T E S : 1 . N A I L I N G P A T T E R N S P E C I F I E D I S D E S I G N E D T O T R A N S F E R U P L I F T F O R C E S T O F O U N D A T I O N A N D N O A D D I T I O N A L S T R A P P I N G I S R E Q U I R E D A R O U N D T H E W I N D O W O P E N I N G S . 2 . S H E A T H I N G M A Y B E I N S T A L L E D V E R T I C A L O R H O R I Z O N T A L E X C E P T A T F L O O R L I N E S I N M U L T I S T O R Y B U I L D I N G S W H E R E F U L L H E I G H T S H E A T H I N G M U S T B E I N S T A L L E D V E R T I C A L W I T H 2 4 " M I N A B O V E A N D B E L O W T H E F L O O R L I N E 3 . M I N I M U M S H E A T H I N G S E C T I O N A T R O O F A N D F O U N D A T I O N T O B E 4 8 " . M I N I M U M S H E A T H I N G S E C T I O N A T A L L O T H E R L O C A T I O N S T O B E 2 4 " . L I V E L O A D : 2 0 P S F L r = 2 0 x R 1 R 1 = 1 . 2 0 . 0 0 1 A t ( 4 0 0 S F 1 6 P S F ) 1 2 P S F V 3 s = 1 3 0 M P H V f m = 1 1 0 M P H R O O F N E T U P L I F T = 2 0 P S F 6 . S E I S M I C C R I T E R I A : ( 2 0 0 6 I B C S E C T . 1 6 1 5 ) S I T E C L A S S I F I C A T I O N : S I T E C L A S S " D " A V E R A G E " N " V A L U E S : B E T W E E N 1 5 T O 5 0 S P E C T R A L R E S P O N S E A C C E L E R A T I O N : S s = 1 . 0 , S 1 = 0 . 3 S I T E C O E F F I C I E N T V A L U E S : F a = 1 . 1 , F �� = 1 . 8 7 . L O A D C O M B I N A T I O N S : D L + L L D L + W L D L + L L + W L 1 0 0 % B A S I C S T R E S S 1 3 3 % B A S I C S T R E S S 1 3 3 % B A S I C S T R E S S T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N N . T . S . G O B O L T 3 x 3 P L A T E W A S H E R A N D N U T . Z I N C P L A T E D Y E L L O W C H R O M A T E D . F I L I N G J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) D O U B L E 2 x M I N I M U M F O R H E A D E R O R B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) O L L O W " P E R M A C A S T " S T Y L E C O L U M N N O T E ; R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H 2 S I M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E , . " 0 G O B O L T A L L T H R E A D E D R O D w / 6 " M I N . E M B E D I N T O F O U N D A T I O N I N S T A L L A S P E R M A N U F . S P E C S . G O B O L T C O U P L E R N U T A S R E Q U I R E D ' F L O O R J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) 1 1 1 1 1 1 1 " " M I N E M B E D R E F . F O U N D A T I O N P L A N F O R F O U N D A T I O N " T Y P E T Y P I C A L H O L L O W C O L U M N H O D O W N A N C H O R 1 i ? T Y P I C A L 2 R O W N A I L I N G P A T T E R N A L T E R N A T E M O D : I N S T A L L " B E A D L I Q U I D N A I L S " S U B F L S O R S " A D H E S I V E ( P R O D U C T N U M B E R S L N - 6 0 2 A N D L N - 9 0 2 ) A T A L L 2 R O W N A I L I N G P A T T E R N L O C A T I O N S W / S I N G L E R O W 1 0 d C O M M O N N A I L S 0 6 " M A X H O R I Z O N T A L S P A C I N G ( N O T E ; B L E E D O U T F R O M A D H E S I V E B E A D M U S T B E V I S I B L E F O R I N S P E C T I O N ) D O U B L E 2 x M I N I M U M F O R H E A D E R i i O R B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) F I L I N G J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) ( 2 ) S I M P S O N M T S 1 2 M I N . U N L E S S N O T E D O T H E R W I S E H - - - - - - - - - - - - 6 X 6 P . T . S . Y . P . W O O D C O L U M N ( O P T I O N A L 8 X 8 P . T . S . Y . P . W O O D C O L U M N ) N O T E : R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H S I M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E . I A L O O R J O I S T ( R E F P L A N F O R S I Z E N D S P A C I N G ) 1 " 0 " S I M P S O N A B U 6 6 ( U S E S I M P S O N A B U 8 8 W / ( 2 ) i " o A N C H O R B O L T S F O R 8 X 8 C O L U M N ) P s A 3 0 7 T H R E A D E D R O D w / 6 " M I N . E M B E D I N T O F O U N D A T I O N w / S I M P S O N A C R Y L I C T I E A D H E S I V E R E F . F O U N D A T I O N P L A N F O R F O U N D A T I O N T Y P E T Y P I C A L W O O D C O L U M N H O L D O W N A N C H O R T Y P I C A L C O L U M N H O L D O W N A N C H O R O P T I O N S 4 N . T . S . " t J D E S I G N E D D R A W N C H E C K E D C i f ) , , U l T h e N e w R e s i d e n c e f o r C A D B O S W I L L D E S I C \ S I R V I C I S , \ C . R E V I S I O N S ( : : - * . ��1 > 9 1 4 J o n e s A v e n u e z 4 . , , , , - . . . . . ! , d , , , 6 : 4 , . o ��, - . > t T y ��, b 1 ��, e e I s l a n d G e o r g i a y " g D A T E : N o v . 1 0 , 2 0 1 0 t r g � , z ���� f o r 1 0 3 N A S S A U D R I V E u i ����0 �������� ���� J i m m y a n d C a r o l B r o w n J O B N O . - - - \ ; . I S A V A N N A H , G E O R G I A 3 1 4 1 0 ` 4 - C ) I i I * T y p i c a l D e t a i l s S C A L E : a s s h o w n 9 1 2 8 9 7 6 9 3 2 z Z 0 * E X P O S U R E B * * E X P O S U R E C * I N C L U D I N G I S L A N D S A N D W A T E R / M A R S H F R O N T P R O P E R T Y I N C L U D I N G I N L A N D P R O P E R T Y O N L Y M E A N R O O F H E I G H T Z O N E ( 4 ) Z O N E ( 5 ) Z O N E ( 4 ) Z O N E ( 5 ) 1 5 ' D P 3 5 D P 4 5 D P 4 0 D P 5 0 2 0 ' D P 3 5 D P 4 5 D P 4 5 D P 5 5 2 5 ' D P 3 5 D P 4 5 D P 4 5 D P 5 5 3 0 ' D P 3 5 D P 4 5 D P 5 0 D P 6 0 3 5 ' D P 3 5 D P 4 5 D P 5 0 D P 6 0 4 0 ' D P 4 0 D P 4 5 D P 5 0 D P 6 5 4 5 ' D P 4 0 D P 5 0 D P 5 5 D P 6 5 5 0 ' D P 4 0 D P 5 0 D P 5 5 D P 6 5 Z O N E L O C A T I O N S N O T E S : 1 . D E S I G N P R E S S U R E ( D P ) V A L U E S A R E L I S T E D I N P O U N D S / S Q U A R E F O O T ( P S F ) 2 . h = M E A N R O O F H E I G H T A N D I S M E A S U R E D F R O M G R A D E T O H A L F W A Y U P T H E R O O F 3 . a = L E N G T H O F Z O N E ( 5 ) L O C A T E D A T T H E C O R N E R S O F T H E B U I L D I N G A D I S T A N C E O F T H E F O L L O W I N G C R I T E R I A : A . T H E S M A L L E R O F T H E F O L L O W I N G : i . 1 0 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 4 h B . B U T N O T L E S S T H A N T H E L A R G E R O F E I T H E R O F T H E F O L L O W I N G : i . 4 % O F T H E L E A S T H O R I Z O N T A L D I M E N S I O N i i . O R ; 3 F E E T W I N D O W A N D D O O R D E S I G N P R E S S U R E ( D P ) R A T I N G S 2 N . T . S . S E E N O T E S F O R N A I L I N G P A T T E R N A S R E V D . C D X P L Y W O O D O R O S B R O O F S H E A T H I N G ( S E E A R C H . W A L L S E C T I O N S ) ( 2 ) T O P P L A T E S S I M P S O N H U R R I C A N E C L I P S ( E A . R A F T E R ) C D X P L Y W O O D O R O S B W A L L S H E A T H I N G ( S E E A R C H . W A L L S E C T I O N S ) S E E N O T E S F O R N A I L I N G P A T T E R N W A L L A N D R O O F S H E A T H I N G W I L L B E N A I L E D W I T H 8 d N A I L S ( T W I S T E D S H A N K ) 3 " o / c A R O U N D E D G E S A N D 6 " o / c I N F I E L D P R O V I D E S H E A T H I N G S P L I C E S O V E R B L O C K I N G O R F R A M I N G T H E S H E A T H I N G M A Y B E P L A C E D E I T H E R H O R I Z O N T A L L Y O R V E R T I C A L L Y S E A T H I N G N A I L I N G P A T T E R N N O T T O S C A L E T Y P I C A L E X T E R I O R S H E A T H I N G P A N E L ( R E F . D E T A I L A T R I G H T F O R T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N ) S E C O N D F L O O R J O I S T F R A M I N G B E H I N D ( V E R T I C A L S T U D W A L L S B E H I N D N O T S H O W N F O R C L A R I T Y ) U S E C O N T I N U O U S S H E A T H I N G O V E R S E C O N D F L O O R F R A M I N G S T A G G E R J O I N T S H O R I Z O N T A L L Y T Y P I C A L I N S T A L L A T I O N P A T T E R N R A F T E R H i 0 H U R R I C A N E C L I P N O T T O S C A L E D E S I G N C R I T E R I A 2 0 0 6 I N T E R N A T I O N A L C O D E 1 . F L O O R D E A D L O A D S : 2 . F L O O R L I V E L O A D S : 3 . R O O F D E A D L O A D : 4 . R O O F L I V E L O A D S : 5 . W I N D L O A D : P A R T I T I O N S F I X E D E Q U I P M E N T F I N I S H E S L I V I N G R O O M S S L E E P I N G R O O M S A T T I C W / S T O R A G E A T T I C W / O S T O R A G E D E C K S B A L C O N I E S G U A R D R A I L S & H A N D R A I L S R O O F I N G D E C K I N G I N S U L A T I O N H A N G I N G & M I S C . F R A M I N G C E I L I N G F I X E D E Q U I P M E N T T R I B U T A R Y A R E A : 0 T O 2 0 0 S F 2 0 1 T O 6 0 0 S F O V E R 6 0 0 S F 3 S E C O N D G U S T W I N D S P E E D ( F I G . 1 6 0 9 ) E Q U I V A L E N T B A S I C W I N D S P E E D ( T A B . ' I 6 0 9 . 3 . 1 ) 2 0 P S F A C T U A L W E I G H T A C T U A L W E I G H T 4 0 P S F 3 0 P S F 2 0 P S F 1 0 P S F 4 0 P S F 6 0 P S F 2 0 0 # 2 . 0 P S F 2 . 0 P S F 6 . 0 P S F 9 . 0 P S F 5 . 0 P S F 5 . 0 P S F A C T U A L W E I G H T S H E A T H I N G J O I N T S C O N T I N U O U S S H E A T H I N G A T T O P O F F R A M E D O P E N I N G ( I N S T A L L H O R I Z O N T A L O R V E R T I C A L A S R E Q U I R E D ) K I N G S T U D S A S R E Q U I R E D J A C K S T U D S A S R E Q U I R E D ( F A S T E N T O K I N G S T U D W I T H 1 0 d N A I L S 0 1 2 " O . C . T Y P I C A L I N S T A L L A T I O N A R O U N D O P E N I N G S 2 R O W S O F 1 0 d N A I L S : A T 4 " H O R I Z O N T A L S P A C I N G A T T O P P L A T E ( R E F . D E T A I L F O R N A I L I N G P A T T E R N ) 1 0 d N A I L S A T 4 " . H O R I Z O N T A L S P A C I N G A T E A C H E N D O F E X T E R I O R S H E A T H I N G A T P A N E L S P L I C E ( P R O V I D E 2 x B L O C K I N G A S R E Q U I R E D ) " E X T E R I O R S H E A T H I N G 1 2 i 2 : S 1 3 2 t S 2 R O W S O F 1 0 d N A I L S A T 4 " H O R I Z O N T A L S P A C I N G A T B O T T O M P L A T E ( R E F . D E T A I L F O R N A I L I N G P A T T E R N ) � � M 1 " " " " " . " " " " " " " " " " 1 0 d N A I L S A R 1 2 " V E R T I C A L S P A C I N G A T I N T E R I O R S T U D ( T Y P ) - - 1 Q d N A I L S A T 6 " V E R T I C A L S P A C I N G A T E D G E ( T Y P ) 1 7 = - F e 4 " T Y P I C A L N A I U N G P A T T E R N N O T E S : 1 . N A I L I N G P A T T E R N S P E C I F I E D I S D E S I G N E D T O T R A N S F E R U P L I F T F O R C E S T O F O U N D A T I O N A N D N O A D D I T I O N A L S T R A P P I N G I S R E Q U I R E D A R O U N D T H E W I N D O W O P E N I N G S . 2 . S H E A T H I N G M A Y B E I N S T A L L E D V E R T I C A L O R H O R I Z O N T A L E X C E P T A T F L O O R L I N E S I N M U L T I S T O R Y B U I L D I N G S W H E R E F U L L H E I G H T S H E A T H I N G M U S T B E I N S T A L L E D V E R T I C A L W I T H 2 4 " M I N A B O V E A N D B E L O W T H E F L O O R L I N E 3 . M I N I M U M S H E A T H I N G S E C T I O N A T R O O F A N D F O U N D A T I O N T O B E 4 8 " . M I N I M U M S H E A T H I N G S E C T I O N A T A L L O T H E R L O C A T I O N S T O B E 2 4 " . L I V E L O A D : 2 0 P S F L r = 2 0 x R 1 R 1 = 1 . 2 0 . 0 0 1 A t ( 4 0 0 S F 1 6 P S F ) 1 2 P S F V 3 s = 1 3 0 M P H V f m = 1 1 0 M P H R O O F N E T U P L I F T = 2 0 P S F 6 . S E I S M I C C R I T E R I A : ( 2 0 0 6 I B C S E C T . 1 6 1 5 ) S I T E C L A S S I F I C A T I O N : S I T E C L A S S " D " A V E R A G E " N " V A L U E S : B E T W E E N 1 5 T O 5 0 S P E C T R A L R E S P O N S E A C C E L E R A T I O N : S s = 1 . 0 , S 1 = 0 . 3 S I T E C O E F F I C I E N T V A L U E S : F a = 1 . 1 , F �� = 1 . 8 7 . L O A D C O M B I N A T I O N S : D L + L L D L + W L D L + L L + W L 1 0 0 % B A S I C S T R E S S 1 3 3 % B A S I C S T R E S S 1 3 3 % B A S I C S T R E S S T Y P I C A L E X T E R I O R S H E A T H I N G N A I L I N G P A T T E R N N . T . S . G O B O L T 3 x 3 P L A T E W A S H E R A N D N U T . Z I N C P L A T E D Y E L L O W C H R O M A T E D . F I L I N G J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) D O U B L E 2 x M I N I M U M F O R H E A D E R O R B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) O L L O W " P E R M A C A S T " S T Y L E C O L U M N N O T E ; R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H 2 S I M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E , . " 0 G O B O L T A L L T H R E A D E D R O D w / 6 " M I N . E M B E D I N T O F O U N D A T I O N I N S T A L L A S P E R M A N U F . S P E C S . G O B O L T C O U P L E R N U T A S R E Q U I R E D ' F L O O R J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) 1 1 1 1 1 1 1 " " M I N E M B E D R E F . F O U N D A T I O N P L A N F O R F O U N D A T I O N " T Y P E T Y P I C A L H O L L O W C O L U M N H O D O W N A N C H O R 1 i ? T Y P I C A L 2 R O W N A I L I N G P A T T E R N A L T E R N A T E M O D : I N S T A L L " B E A D L I Q U I D N A I L S " S U B F L S O R S " A D H E S I V E ( P R O D U C T N U M B E R S L N - 6 0 2 A N D L N - 9 0 2 ) A T A L L 2 R O W N A I L I N G P A T T E R N L O C A T I O N S W / S I N G L E R O W 1 0 d C O M M O N N A I L S 0 6 " M A X H O R I Z O N T A L S P A C I N G ( N O T E ; B L E E D O U T F R O M A D H E S I V E B E A D M U S T B E V I S I B L E F O R I N S P E C T I O N ) D O U B L E 2 x M I N I M U M F O R H E A D E R i i O R B E A M ( R E F P L A N F O R S P E C I F I C S I Z E ) F I L I N G J O I S T ( R E F P L A N F O R S I Z E A N D S P A C I N G ) ( 2 ) S I M P S O N M T S 1 2 M I N . U N L E S S N O T E D O T H E R W I S E H - - - - - - - - - - - - 6 X 6 P . T . S . Y . P . W O O D C O L U M N ( O P T I O N A L 8 X 8 P . T . S . Y . P . W O O D C O L U M N ) N O T E : R O O F F R A M I N G N O T S H O W N F O R C L A R I T Y . A L L R A F T E R S M U S T B E A T T A C H E D T O H E A D E R O R B E A M W I T H S I M P S O N H 2 . 5 A M I N U N L E S S N O T E D O T H E R W I S E . I A L O O R J O I S T ( R E F P L A N F O R S I Z E N D S P A C I N G ) 1 " 0 " S I M P S O N A B U 6 6 ( U S E S I M P S O N A B U 8 8 W / ( 2 ) i " o A N C H O R B O L T S F O R 8 X 8 C O L U M N ) P s A 3 0 7 T H R E A D E D R O D w / 6 " M I N . E M B E D I N T O F O U N D A T I O N w / S I M P S O N A C R Y L I C T I E A D H E S I V E R E F . F O U N D A T I O N P L A N F O R F O U N D A T I O N T Y P E T Y P I C A L W O O D C O L U M N H O L D O W N A N C H O R T Y P I C A L C O L U M N H O L D O W N A N C H O R O P T I O N S 4 N . T . S . " t J D E S I G N E D D R A W N C H E C K E D C i f ) , , U l T h e N e w R e s i d e n c e f o r C A D B O S W I L L D E S I C \ S I R V I C I S , \ C . R E V I S I O N S ( : : - * . ��1 > 9 1 4 J o n e s A v e n u e z 4 . , , , , - . . . . . ! , d , , , 6 : 4 , . o ��, - . > t T y ��, b 1 ��, e e I s l a n d G e o r g i a y " g D A T E : N o v . 1 0 , 2 0 1 0 t r g � , z ���� f o r 1 0 3 N A S S A U D R I V E u i ����0 �������� ���� J i m m y a n d C a r o l B r o w n J O B N O . - - - \ ; . I S A V A N N A H , G E O R G I A 3 1 4 1 0 ` 4 - C ) I i I * T y p i c a l D e t a i l s S C A L E : a s s h o w n 9 1 2 8 9 7 6 9 3 2 z Z 0 C/L R.O.W. O) N z 0 w I.E. 4.64 cO' 15" C.P.P. R.B.S. 60' (MAP DISTANCE) METAL 1 STORAGE BUILDING I.E. 4.59 N 21 °01'56" E / / AD m O C.M.F. 7 --- I.E. 4.56 15" C.P.P. I.E. 4.62 20' BSL POWER POLE —P N 10' BSL P N 60.05 5 m 0 R.B.S. w 0 N 20°275" W —zs � co • 7 60.00' S 21 °01'56" W 0,I .2 IN" BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) 5/8" R.B.F. 7 AD EXISTING SITE AND DEMOLITION PLAN 1" = 10' GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY GARRET SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN SUPPLIED BY THE SURVEYOR. NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. LEGEND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB TYESMM ISLAND Location Plan EXISTING PROPOSED FG 12.3 12 TPS 12.30 Project Information: P.I.N. : 4- 0006 -09 -001 PROJECT ADDRESS : 912 Jones Avenue TOTAL SITE SIZE : 0.10 AC ESTIMATED DISTURBED AREA : 0.10 AC ZONING : 04 SETBACKS: FRONT = 20' SIDE = 10' REAR = 10' OWNER : Jim Brown ADDRESS : P.O. Box 554 Tybee Island, Georgia 31328 PHONE : 912- 844 -3503 SPECIAL AE AND VE ZONE NOTES : 1. BUILDINGS IN "AE" AND "VE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF 1' ABOVE FLOOD. 2. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL., PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL MEMBER TO 8E A MINIMUM OF 1' ABOVE FLOOD. 3. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -11" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 2. THIS SITE IS IN ZONE "AE -11" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 11.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYSEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM. FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1 1 -800 -282 -7411 DRAWING NUMBER c-1 1 OF 7 SHEE. IS IX N z 0 w I.E. 4.64 cO' 15" C.P.P. R.B.S. 60' (MAP DISTANCE) METAL 1 STORAGE BUILDING I.E. 4.59 N 21 °01'56" E / / AD m O C.M.F. 7 --- I.E. 4.56 15" C.P.P. I.E. 4.62 20' BSL POWER POLE —P N 10' BSL P N 60.05 5 m 0 R.B.S. w 0 N 20°275" W —zs � co • 7 60.00' S 21 °01'56" W 0,I .2 IN" BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) 5/8" R.B.F. 7 AD EXISTING SITE AND DEMOLITION PLAN 1" = 10' GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY GARRET SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN SUPPLIED BY THE SURVEYOR. NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. LEGEND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB TYESMM ISLAND Location Plan EXISTING PROPOSED FG 12.3 12 TPS 12.30 Project Information: P.I.N. : 4- 0006 -09 -001 PROJECT ADDRESS : 912 Jones Avenue TOTAL SITE SIZE : 0.10 AC ESTIMATED DISTURBED AREA : 0.10 AC ZONING : 04 SETBACKS: FRONT = 20' SIDE = 10' REAR = 10' OWNER : Jim Brown ADDRESS : P.O. Box 554 Tybee Island, Georgia 31328 PHONE : 912- 844 -3503 SPECIAL AE AND VE ZONE NOTES : 1. BUILDINGS IN "AE" AND "VE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF 1' ABOVE FLOOD. 2. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL., PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL MEMBER TO 8E A MINIMUM OF 1' ABOVE FLOOD. 3. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -11" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 2. THIS SITE IS IN ZONE "AE -11" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 11.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYSEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM. FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1 1 -800 -282 -7411 DRAWING NUMBER c-1 1 OF 7 SHEE. IS DRIVE TO 13E CONSTRUCTED OF PERN EAGLE MATERIALS AND I3E 25' WIDE (max.) AS PER CITY OF TYBEE ISLAND ADD APPROXI VIATELY 20 LP OF 15" DIA. TO EXISTING PIPE - MATCH MATERIAL AND SLOPE / TD 6.82 TD 6.82 15" C.P.P. I.E. 4.50 60' R.B.S. MAP DISTANCE) cocp FG 6.0 z • /\ SWALE "A" 75 LP SWALE AT 0.83% FG 6,6 METAL STORAGE BUILDING Ver I.E. 21°01 115.0 MATC PAVIN EXISTING G ELEVATION EXISTING PIPE SLOPE = 0.24% /XI TI► G / SLOPE 0.05° 11.E. 4 4 co. 15 C.P.P • 59 o 6" E N o- co O co • 60.05' c.,(1, Co" - 6 - �-- 5 20' BSL C° 0 / / / / / / / / / / / / / / 7 / / / / / / / / / / / / / / / / / / / / /j�/ -//// ) 2 4/, % //� // j/ i/ / // / / / POWER POLE P C.M.F. 7- i► / 0 .0 • 0 0 1 0 0 1 1 0 0 P co h C/L O) c0 E. 4.56 15" C.P.P. I.E. 4.62 60.00' s 21 °01'56" W PG 6.0 SWALE "13" 75 LF SWALE AT 0.83% • 1 N -�- 20�� 3 5 W PROPOSED SITE PLAN 1" = 10' - ELEVATIONS SNOW ON PLANS SWALE DETAIL not to mode 0 SMALL CMU OR TIMI3ER WALL OR LANDSCAPED TO 13E ELEVATION 7.0, OF WALL AS REQUIRED SWALE RETAINING BERM - TOP FILL SOUTH TO CREATE FG 6 =6 BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) 5/8" R.B.F. _7 AD Special Pre - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. SPECIAL AE AND VE ZONE NOTES : 1. BUILDINGS IN "AE" AND "VE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM OF 1' ABOVE FLOOD. 2. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL. ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL MEMBER TO BE A MINIMUM OF 1' ABOVE FLOOD. 3. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. LEGEND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB R001 PLAN STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS, EXISTING GENERAL DRAINAGE NOTES: 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FOOTPRINT = 1,200 sf (envelope). 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. PROPOSED FG 12.3 -12 TPS 12.30 EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL. DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. FEMA MAP NOTES : 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -11" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 2. THIS SITE IS IN ZONE "AE -11" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE - A MINIMUM ELEVATION OF 11.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL.. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM. FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' z 0 i 75 w BOSWELL DESIGN SERVICES, INC. 0 W r Ct c0 Q N o (r < o• wN Z < N 0 z } (f) LAH BOS@BELLSOUTH.NET Uw 0 D z ill (I) 2 Ca z -- w0 Z m z n� w 0 u) 0 0 w CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C-2 2 OF 7 SHEE. 1 S SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING 15" C.P.P. I.E. 4.50 DISTURBED AREA STAB1UZATlON WITH PERMANENT SEEDING DISTURBED AREA WITH SODDING STABIUZATION c. 60.00' S 21 °01'56" W INLET SEDIMENT TRAP SEDIMENT TRAP GEEOTEXTILE CWWNEL STABILIZATION VEGATAT)ON ROCK RIP —RAP CONCRETE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE Du D81 D82 METAL STORAGE BUILDING BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) SOIL EROSION AND SEDIMENT CONTROL PLAN — PHASE I 1" = 10' STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. BMP REMOVAL NOTE : Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. 2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. REQUIRED SEDIMENT STORAGE CALCULATIONS REQUIRED SEDIMENT STORAGE 'Y' x Q.10 ACRES - 7 C.Y. REQUIRED 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase III 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. SILT FENCE SILT STORAGE SILT FENCE an 26O L.f. x 0.08 CY PER LF - 24 C.Y. OF STORAGE TOTAL SEDIMENT STORAGE - 24 CY 24 CY (supplied) > 7 CY (required) Final Phase (Phase III) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SPECIAL SOIL. 1. The state of measures shall installation. EROSION PREVENTION NOTES : Georgia requires that the initial soil erosion prevention be inspected by the designer within 7 days after 2. It fs the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days aftfor the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on alto or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permitt a must provido o copy of the soil erosion prevention plans to each secondary p•rmitte. 5. Contractor la to keep a record of hie inspections of the soil erosion control measures to include . at least the following: a. date and scope of the inspection b. name of person performing inspection 0. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permitt.• and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final atabitlazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans aro in compliance with waste disposal, sanitary sower and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shalt occur, stop the spill source immediately and implement 8MP'e and clean -up for the spilt. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: z DATE: September 16, 2010 JOB NO. -- — — SCALE: os shown DRAWN MAB 0 , w z I rn w• 0 O N 0 cc BOSWELL DESIGN SERVICES, INC. 103 NASSAU DR ORGIA 31410 SAVANNAH, G 912-897-6932 LAHBOS@BELLSOUTH.NET CHECKED - - - DATE: September 16, 2010 JOB NO. -- — — SCALE: os shown DRAWN MAB 0 , w z I rn w• 0 SOIL EROSION AND SEDIMENT CONTROL PLAN PHASE 1 CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-11 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED 8Y HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' C -3 3 OF 7 SHEETS • .) C/L R.O.W. • / /\1\ `o' N co. 4.64 I.E. 4.56 co 15" C.P.P. ______ —I_ – 5 ' C.P.P. co- 0• 60' (MAP DISTANCE) R.B.S. 5 I.E. 4.Ea\ 321°01' 60.0 Y Y 6 7 v- 1 Da2 cb co. I.E. 4.62 60.00' S 21 °01'56" W Dal 20' BSL LIMITS OF DISTURBANCE co • m 0 LIMITS OF DISTURBANCE IDs2 METAL STORAGE BJIL3ING _ 7 10' BSL Li m Ice BENCHMARK TOP OF C.M.F. EL. 6.80 (NAVD88) O.M.F. 7— Y 64.36' S- '6 20 °275" W LIMITS OF DISTURBANCE 5/8" R.B.F. 7 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 11 1" = 10' BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE .UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON — EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING DISTURBED AREA M STABILIZATION CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTDRILE CHANNEL STABILIZATION VEGATATION ROCK RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Ds1 Ds2 n 064 CID Du Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase III 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase III) 1. This phase shall include outran protection, any revised inlet protection and any other permanent devices. SPECIAL 801L EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: v. date and scope of the inspection b. name of person performing inspection 0. major observations (including noncompliance incidents) Inspection reports aro to be kept current and on sit* or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall la the responsibility of the primary permitte and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final atabiliazation. 8. Waste material. shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES b PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, atop the spill source immediately and implement 8MP'a and clean -up for the spill. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND /OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-11 SCALE: 1 " = 10' 0 10' 20' 25' 0 z 0 0 DATE: September 16, 2010 L08 NO. — — — SCALE: os shown 3 m gQ 2 0 z I w I 0 uj BOSWELL DESIGN SERVICES, INC. 1 03 NASSAU DRIVE ORGIA31410 0 w 0 1 v 1 0 DATE: September 16, 2010 L08 NO. — — — SCALE: os shown 3 m gQ 2 0 z I w I 0 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C-4 • 4 OF 7 SHEETS �� �� < o t . i . " ) * N C o . 0 ) 0 " 4 4 C / L R . O . W . / / ' 1 N , I . E . 4 . 5 6 1 5 " C . P . P . I E . . 4 . 6 2 c o 5 C . P . P . N R . B . S . 6 0 . 0 c o - 6 0 ' ( M A P D I S T A N C E ) 6 0 . 0 0 ' W S 2 1 ' 0 1 ' 5 6 " W D a 3 o r D a 4 L I M I T S O P D I S T U R B A N C E S d 1 - A L I M I T S O F D I S T U R B A N C E D a 3 o r D a 3 D a 4 M E T A L S T O R A G B U I L D I N G P O W E R C C . M . F . 7 - - 2 0 _ 7 2 7 5 " W 3 D a 3 L I M I T S O F D I S T U R B A N C E B E N C H M A R K T O P O F C . M . F . E L . 6 . 8 0 ( N A V D 8 8 ) 5 / 8 " R . B . F . 7 1 �� S O I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N - P H A S E I l l 1 " . 1 0 ' B M P R E M O V A L N O T E : 1 . R E T R O F I T S , P E R I M E T E R S I L T F E N C E A N D C O N S T R U C T I O N E X I T T O B E L E F T I N P L A C E U N T I L F I N A L S T A B I L I Z A T I O N H A S O C C U R E D . " S T R E A M B U F F E R E N C R O A C H M E N T N O T E S 1 . N E W S T R U C T U R E S O N T H I S P R O J E C T D O N O T E N C R O A C H I N T H E 2 5 O R 5 0 F O O T S T R E A M B U F F E R . 2 . N O N - E X E M P T A C T I V I T I E S S H A L L N O T B E C O N D U C T E D W I T H I N T H E 2 5 O R 5 0 F O O T S T R E A M B U F F E R A S M E A S U R E D P R O M T H E P O I N T O P W R E S T E D V E G E T A T I O N W I T H O U T F I R S T O B T A I N I N G T H E N E C E S S A R Y V A R I A N C E S A N D P E R M I T S . S O I L E R O S I O N L E G E N D T E M P O R A R Y S E D I M E N T B A R R I E R T E M P O R A R Y H A Y B A L E S C O N S T R U C T I O N E X I T M U L C H I N G D I S T U R B E D A R E A S T A B I U Z A T i O N W I T H T E M P O R A R Y S E E D I N G D I S T U R B E D A R E A S T A B I L I Z A T I O N W I T H P E R M A N E N T S E E D I N G D I S T U R B E D A R E A S T A B I U Z A T I O N W I T H S O D D I N G C H E C K D A M S T O R M D R A I N A G E O U T L E T P R O T E C T I O N I N L E T S E D I M E N T T R A P S E D I M E N T T R A P G E O T E X T 1 L E C H A N N E L S T A B I L I Z A T I O N V E G A T A T I O N R O C K C O N C R E T E R A P L E V E L S P R E A D E R R E T R O F I T D U S T C O N T R O L D e 2 n E r o s i o n a n d S e d i m e n t C o n t r o l P h o n i n g I n i t i a l P h a s e ( P h a s e 1 ) 1 . T h i s p h a s e s h a l l i n c l u d e S i l t f e n c i n g a n d c o n s t r u c t i o n e x i t s a n d s e d i m e n t a n d d e t e n t i o n p o n d s t o b e i n s t a l l e d p r i o r t o a n y l a n d d i s t u r b i n g a c t i v i t i e s t o p r e v e n t s e d i m e n t f r o m l e a v i n g t h e s i t e . I n t e r m e d i a t e P h a s e ( P h a s e I I ) 1 . T h i s p h a s e s h a l l i n c l u d e c o n s t r u c t i o n o f a n y o u t l e t s t r u c t u r e s , r e t r o f i t s , c h e c k d a m s , i n l e t s p r o t e c t i o n a n d t e m p o r a r y g r a s s i n g . F i n a l P h a s e ( P h a s e I I I ) 1 . T h i s p h a s e s h a l l i n c l u d e o u t r a n p r o t e c t i o n , a n y r e v i s e d i n l e t p r o t e c t i o n a n d a n y o t h e r p e r m a n e n t d e v i c e s . S P E C I A L S O I L E R O S I O N P R E V E N T I O N N O T E S : 1 . T h e s t a t e o f G e o r g i a r q u i r e a t h a t t h e i n i t i a l s o i l e r o s i o n p r e v e n t i o n m e a s u r e s s h a l t b . i n s p e c t e d b y t h e d s i g n e r w i t h i n 7 d a y . a f t e r i n & t a l l a t i o n . 2 . I t l a t h w r e s p o n s i b i l i t y o f t h e c o n t r a c t o r t o n o t i f y t h e . o i l e r o s i o n p r e v e n t i o n p l a n d a i g n s r w i t h i n 7 d a y s o f t e n - t h e i n i t i a l s o i l . r o a i o n m o a s u r s a r e i n p l a c e f o r i n s p e c t i o n . 3 . S o i l e r o s i o n p r e v e n t i o n p i o n s s h a l l b e k e p t c u r r a n t a n d o n a l t " o r r e a d i l y a c c a a a i b l a a t a l l f i r m a " d u r i n g t h e d u r a t i o n o f t h e p r o j e c t u n t i l a f t e r f i n a l s t a b i l i z a t i o n h a s o c c u r r e d . 4 . P r i m a r y p e r m i t t e " m u s t p r o v i d o a c o p y o f t h e s o i l e r o a t o n p r e v e n t i o n p l a n s t o e a c h s e c o n d a r y p e r m i t t . e . 5 . C o n t r a c t o r t o t o k e e p a r o o r d o f h i s i n a p . c t i o n a o f t h e s o i l e r o a t o n c o n t r o l m a o a u r s & t o i n c l u d e a t t o a s t ? h . f o l l o w i n g : a . d a t a a n d s c o p e o f t h e i n s p e c t i o n b . n a m e o f p e r s o n p e r f o r m i n g i n s p e c t i o n 0 . m a j o r o b s e r v a t i o n s ( i n c l u d i n g n o n c o m p l i a n t . i n c i d e n t a l I n s p e c t i o n r p o r t a a r e t o b . k e p t c u r r e n t a n d o n a i t o o r r e a d i l y a c c a a & i b 1 0 o f a l l t i m e & d u r i n g t h e d u r a t i o n , o f t h e p r o j e c t u n t i l a f t e r f i n a l s t a b i l i z a t i o n h a s o c c u r r e d . 6 . S a m p l i n g o f t h e o u t f a l l i a t h e r . a p o n & i b i l i t y o f t h e p r i m a r y p . r m i t t e e a n d s a m p l i n g r a q u i r m a n t a a r e t o b . a s p a r t h e N P D E S g e n e r a l p e r m i t . 7 . S i l t f e n c i n g t o t o r e m a i n i n p l a c e u n t i l f i n a l s t a b i l i a z a t i o n . 8 . W a n t s m a t e r i a l s s h a l l n o t b e d i . c h a r g a d t o a t a t " w a t r s . x c e p t a s a u t h o r i z e d b y a & a c t i o n 4 0 4 p e r m i t . 9 . T h e o . E S b P C p l a n s a r e i n c o m p l i a n c e w i t h w o n t . d i & p o & a l , s a n i t a r y s e w e r a n d & o p t i c t a n k r g u l a t i o n a . 1 0 . G r e a t c a r e s h a l l b . t a k e n t o p r o v f e n t o i l s p i l l s a n d t e a k s . I n t h e e v e n t t h a t a s p i l l s h a l l o c c u r , a t o p t h e s p i l t s o u r c e i m m e d i a t e l y a n d i m p l e m e n t 8 M P . a n d c l e a n - u p f o r t h e & p i l l . W E T L A N D S N O T E : A L L W E T L A N D S A R E U N D E R J U R I S D I C T I O N O F T H E C O R P S O F E N G I N E E R S A N D / O R S T A T E O F G E O R G I A D E P A R T M E N T O F N A T U R A L . R E S O U R C E S . L O T O W N E R S A N D T H E D E V E L O P E R A R E S U B J E C T T O P E N A L T Y 8 Y L A W F O R D I S T U R B A N C E T O T H E S E P R O T E C T E D A R E A S W I T H O U T P R O P E R P E R M I T A P P L I C A T I O N S A N D A P P R O V A L . S P E C I A L C O N S T R U C T I O N N O T E : I F T H E C O N T R A C T O R K N O W S O R C A N R E A S O N A B L Y B E E X P E C T E D T O H A V E K N O W N O F A N E R R O R , D I S C R E P A N C Y O R C O N F L I C T I N T H E P L A N S , S P E C I F I C A T I O N S O R C O N S T R U C T I O N S T A K I N G A N D F A I L S T O R E P O R T T H E P R O B L E M P R I O R T O C O N S T R U C T I O N , H E S H A L L N O T B E E N T I T L E D T O C O M P E N S A T I O N F O R A N Y W O R K O R E X P E N S E I N C U R R E D B Y H I M F O R W O R K R E Q U I R E D T O B E R E - C O N S T R U C T E D B E C A U S E O F S A I D E R R O R , D I S C R E P A N C Y O R C O N F L I C T . L E V E L I I C E R T I F I C A T I O N N O . 2 1 0 4 I S S U E D 1 1 - 5 - 0 5 E X P I R E S 1 1 - 5 - 1 1 S C A L E : 1 " = 1 0 ' 1 0 ' 2 0 ' 2 5 ' U ) z 0 w B O S W E L L D E S I G N S E R V I C E S , I N C . A U D R I V E d z c o 0 S A V A N N A H , G E O R G I A 3 1 4 1 0 N 0 ) H w z 0 0 0 C a U 7 O ) m C H E C K E D - - - D A T E : S e p t e m b e r 1 6 , 2 0 1 0 I I I �� z m 0 S C A L E : a s s h o w n 1 . 1 3 m o 2 D E S I G N E D S O I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N P H A S E I I I C O N T A C T A M I N I M U M O F 7 2 H O U R S P R I O R T O D I G G I N G U T I L I T I E S P R O T E C T I O N C E N T E R 1 - 8 0 0 - 2 8 2 - 7 4 1 1 D R A W I N G N U M B E R c - 5 5 o f 7 S H E I _ I S SOIL EROSION & SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WU_ BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.10 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.10 ACRES. 2. DEVELOPER / CONTRACTOR: JIM BROWN P.O. BOX 554 TYBEE ISLAND, GEORGIA 31328 3. 24 HOUR CONTACT: JIM BROWN 912- 844 -3503 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PA I ItRNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROWNG EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER 1MMEDIATELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 1 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABIUZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTUNE OF THE ESTABUSHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE- ESTABLISHMENT OF GRASS. UME RATE: 1 TO 2 TONS PER ACRE FERTIUZER: 1500 POUNDS OF 6 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROI ttt), SMALL GRAIN DRY STRAW APPUED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM AU- KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPUSHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL NETTING OR UQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING Cuc (Chipley -Urban Complex). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -11" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE -11" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 11.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACILITIES AT ALL TIMES. 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT SALTWATER MARCH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFUCTS WITH SAME. ANY DAMAGE TO EXISTING UTIUTIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. AU. WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE *NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. UMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "UMITS OF CONSTRUCTION ". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING ". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT. BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE 2010 201 NOV DEC JAN FEB MAR APR INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES SITE GRADING UTILITY INSTALLATION BUILDING CONSTRUCTION PERMANENT GRASSING PAVING MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL 11 SITE DATA ZONE. "AE --11" TOTAL ACREAGE. 0.10 ACRES ESTIMATED DISTURBED ACREAGE.... 0.10 ACRES S.C.S. SOIL SURVEY FROM WEB SOILS COASTAL PLAIN VEGETATIVE COVERS MONTH G F PLANTING TEMPORARY GRASS SATE MONTH OF NIN PERMANENT GRASS RATE JANUARY - MARCH ANNUAL LESPEDEZA 10 Lbs./Ac JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbe./Ac MARCH- JUNE COMMON BERMUDA (HULLED) , 10 Lbs• JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbs./Ac AUGUST COMMON OBR BERMUDA (HULLED) CENTIPEDE SOD 10 Lbs. /Ac 10 Lbs. /Ac SEPTEMBER - FEBRUARY RYEGRASS 40 Lbs, /Ac SEPTEMBER- FEBRUARY MU (UNHULLED) COMMON B OR CENTIPEDE SOD 10 Lbs. /Ac 1/2 Bu. /Ac TEMPORARY CONSTRUCTION EXIT N.T.S. SIDE VIEW NOTE: OVERLAP 18" AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL Sd1 Sd l -B FENCE TYPE A MINIMUM LENGTH 4' -O" B 3'_O" c POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel 4' -0" Steel SIZE OF POST 3" dia. or 2X4 1.5 "X1.5" 1.31b. /ft. min. 2" dia. or 2X2 1 "X1" .751b. /ft. min. 1.31b. /ft. min. A (MIN) B (MIN) Q Q E(MAX) 30" 18" 28" 6" 18" 18" . 16" 4" 30" 18" 28" 6" 6' -0" 6' -0" 4' -0" USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER, 2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES /POST 17 min. 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL /POST HEADS 14 min. 1" 3/4" 4 min. 0 LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11-5-11 z 0 BOSWELL DESIGN SERVICINC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -6932 LAHBOS @BELLSOUTH.NET CHECKED DATE: September 16, 2010 o o SCALE: os shown 1 DRAWN MAB 0 w' 0 BOSWELL DESIGN SERVICINC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -6932 LAHBOS @BELLSOUTH.NET CHECKED DATE: September 16, 2010 o o SCALE: os shown 1 DRAWN MAB 0 w' 0 NOTES AND DETAILS CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER , 1- 800 - 282 -7411 DRAWING NUMBER C -6 6 OF 7 SHELL t S SffCONDARY PffRMITTEES NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. PHONE : FAX : NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO NAME : COMPANY: ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO. PHONE : FAX : PHONE : FAX : NAME : COMPANY ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIFICATION NO PHONE : FAX : SIGNATURE SIGNATURE SIGNATURE SIGNATURE ORMWATER SAMPLING ,SA •LE ANALYSIS 1, Storm ater samples are to be analyzed accordant with methodology and test procedures - - toblished by 40 CFR Port 6 and the guida . : document titled "NPD Storm Water So .ing Guidance Do ent, EPA 833 -8 -92 -001. 2. Storm water is to be or - _ phelometric turbidity units (NTU) at the outfall 1. ation. A discharge of storm water runoff fro dis bed areas where best management pro ces ha • not been properly designed, installed, . d maintaine• hall constitute a separate violatio or each day on hich such conditions resu - in the turbidity of' t - discharge exceeding 5• the value that was select= • from Appendix in Permit No, GAR 100003. Th NTU is based •n the disturbed acreage of 1.0 - acres or the project site, the surface water dra •ge area of < 4,99 square miles, and race w er which supports warm water fisheries. LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-11 SITE SIZE ACRES SITE SIZE ACRES 1.00 -10 10.01 -25 25.01 -50 50.01 -100 100.01+ 1.00 -10 10.01 -25 25.01 -50 50.01 -100 100.01+ 0 -4.99 25 25 25 5 -9.99 50 25 25 APPENDIX B Nephelometric Turbidity Unit (NTU) Tables Cold Water (Trout Stream) Surface Water Drainage Area, square miles 100- 249.99 500 10 -24.99 75 50 25 25 -49.99 150 75 50 50 -99.99 300 150 75 200 100 250 - 499.99 500+ 500 500 500 500 300 500 20 25 25 35 50 75 150 300 20 20 25 25 25 50 60 100 0 -4.99 75 50 50 50 50 5 -9.99 150 100 50 50 50 Warm Water (Supporting Warm Water Fisheries) Surface Water Drainage Area, square miles 10 -24.99 200 100 100 50 50 25 -49.99 400 200 100 100 50 50 -99.99 750 300 200 100 50 100- 249.99 750 500 300 150 100 250 - 499.99 500+ 750 750 750 750 750 750 300 600 200 100 "ECOSTONE" PERMEABLE BRICK PAYER OR APPROVED EQUAL. TO HAVE BEVELED EDGES TO PREVENT COMPACTION OF FILTRATION MATERIAL OR INSTALL FIL TRA TION MATERIAL 1/4" TO 1/2" BELOW THE TOP OF THE PA VERS SOLDIER COURSE A.9 A BORDER OR CONCRETE CURB SET 1/4" BELOW PAVERS WITH CONTROL./ EXPANSION JOINTS AT 15' O.C. (max) OR ELEVATIONS AS PER PLAN 12" WIDE GEOTEXTILE ALONG PERIMETER - TYPE ANO INSTALLATION TO BE AS PER MANUF. SPECIFICATIONS No.8 AGGREGATE 1.5" BEDDING AND FIL TRA TION SPECIAL INSTALLATION NOTE : NATURAL ( - SUBGRADE ALL. INSTALLATION PROCEDURES AND MATERIALS SHALL BE AS PER THE PAVER MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. No.8 AGGREGATE IN OPENINGS FOR FIL TRA TION 4" OF No.57 STONE OPEN GRADED BASE COURSE 6" (min.) OF No.2 STONE SUB -BASE GEOTEXTILE UNDER BASE COURSE - TYPE AND INSTALLATION TO BE AS PER MANUF. SPECIFICATIONS SOLDIER COURSE AS A BORDER OR CONCRETE CURB SET 1/4" ABOVE GRAVEL WITH CONTROL/ EXPANSION JOINTS AT 15' O.C. (max) OR ELEVATIONS AS PER PLAN NOTES: 1, CONSULT WITH MANUFACTURER IF SOIL IS EXTREMELY WEAK OR SATURATED. 2. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE DRIVEWAYS, 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION. 4, PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED. 5. OPEN GRADED BASE COURSE SHALL BE A MINIMUM STONE SIZE OF #89 OR AS RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF TYBEE ISLAND. SIDEWALK / DRI VEWA Y BRICK PAVER DETAIL NOT TO SCALE DRIVE OPTIONS EARTH OR 4" (MIN) LIMEROCK OR GRAVEL - #57 PREFERRED WITH #68 BEING THE SMALLEST ACCEPTABLE SIZE _ NATURAL SUBGRADE GEOTEXTILE UNDER BASE COURSE NOTES: 1. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION. 2. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED IF APPROVED. GRAVEL PAVING DE TAIL NOT TO SCALE WASTE MATERIALS : 1. All waste materials will be collected and stored in a securely lidded, metal dumpster. The dumpster will meet all solid waste management regulations. All trash and construction debris from the site will be deposited in the dumpster. The dumpster will be emptied a minimum of once per week or more often if necessary and trash will be hauled as required by local regulations. No construction waste will be buried on-site. 2. All personnel will be instructed on proper procedures for waste disposal. A notice stating these practices will be posted at the jobsite and the Contractor will be responsible for seeing that these procedures are followed. 3. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars will be inspected daily for leaks and spills. This includes on -site vehicle and machinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets. In addition, temporary fueling tanks shalt have a secondary containment liner to prevent /minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by local and State regulations. 2. Points / Finishes / Solvents - All products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations. 3. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on -site. 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the monufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of these materials will be under roof in sealed containers. 5, Building Materials - No building materials will be buried or disposed on -site. All such materials will be disposed of in proper waste disposal procedures. Soil Cleanup and Control Practices 1. Local, State and manufacturer's recommended methods for spill cleanup will be clearly posted and procedures will be made available to site personnel. 2. Material and equipment necessary for spill cleanup will be kept in the material storage areas. Typical materials and equipment includes, but is not limited to, brooms, dustpans, mops, rags, gloves, goggles, cat litter, sand, saw dust and properly labeled plastic and metal waste containers. 3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future spills. 4. All spills wit be cleaned up immediately upon discovery. All spills will be reported as required by local, State and Federal regulations. 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL. BE CONTACTED WITHIN 24 HOURS AT 1- 800-426 -2675. 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1 -800- 426 -2675, 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL. WILL BE CLEANED UP AND LOCAL. AGENCIES WILL BE CONTACTED AS REQUIRED. 9. The contractor shalt notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum is stored onsite (this includes capacities of' equipment) or if' any one piece of equipment has a capacity greater than 660 gallons. The Contactor will need a Spill Prevention Containment and Countermeasures Plan prepared by that licenseed professional. MPLING FREQUENCY Stor water samples shall be taken for the following events : (a) Far stream, th for monitorin• 8:00 AM to 5: constructionactivit occurs after all cle in the first drainage location : ch area of the site that discharges to a receivin irst rain event that exceeds 0.5 inches and a during normal business hours, (Monday th • PM and Saturday 8:00 AM TO 5:00 s being conducted by the Primar ing and grubbing operations • ea of the location selee (b) In addition to (a) above, e to a receiving stream, the firs 0.5 inches and allows for monito that occurs either 90 days after all mass grading operations hay area of the location selected come first : •ws Friday, when Permittee) that ave been completed as the sampling i ach are. of the site that discharges ain ev- t that reaches or exceeds g ring normal business hours first sampling event or after completed in the drainage s. • piing location, whichever .e. he (0) At the time of sampl' • performed pursue to (a) and (b) above, if BMPs are found to -e properly designed, in •lied and maintained, no further action is equired. If BMPs in any are. of the site that discharges to a r eiving stream are not properly signed, installed and maintained, •rrective action shall be defined on• ' plemented within 2 busi s days, and turbidity samples shall be t• en from discharges om that area of the site for each subseque rain event tha reaches or exceeds 0.5 inches during normal bu ' ess hours til the selected turbidity standard in attained, or until • •st- star event inspections determine that BMPs are properly desig -d, ins led and maintained. INSPECTIONS : Primary Permittee. 1. Each day when any type of construction activity has taken place at a primary permittee's site, qualified personnel provided by the primary permittee shall inspect : (a) all areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment ; (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off -site sediment tracking ; (c) measures rainfall once each twenty -four hour period at the site. These inspections must be conducted until a Notice of Termination is submitted. 2. Qualified personnel (provided by the primary permittee) shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater the following : (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization : (b) areas used by the primary permittee for storage of materials that are exposed to precipitation that have not undergone final stabilization and : (c) structural control measures. Erosion and sediment control measures indentified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points ore accesible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization, the permittee must comply with Part IV.D.3.a(3). These inspections must be conducted until a Notice of Termination is submitted. 3. Qualified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e. until a Notice of Termination is received by EPD) the areas of the site that have undergone final stabilization. These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). SANITARY WASTES : 1. A minimum of one portable sanitary unit will be provided for every ten (10) workers on the site. All sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. 2. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge in negligible. Additional containment BMP's must be implemented, such as gravel bags or specially designed plastic skid containers around the base, to prevent wastes from contributing to storm water dischages. The location of sanitary waste units must be identified on the Erosion Control Plan Grading Phase Sheet by the contractor once the locations have been determined. 3. Sanitary Sewer will be .provided by Municipal Authority /Septic System at the completion of this project. HAZARDOUS WASTES : 1. All hazardous waste materials will be disposed of in the manner specified by local, state, and /or federal regulations and by the manufacturer of such products. The jobsite superintendent, who will also be responsible for seeing that these practices are followed, will instruct site personnel in these practices. Material Saftey Data Sheets (MSDS's) for each substance with hazradous properties that is used on the job site will be obtained and used for the proper management of potential wastes that may result from these products. An MSDS will be posted in the immediate area where such product is stored and /or used and another copy of the MSOS will be maintained in the ESPCP file at the jobsite construction trailer office. Each employee who must handle a substance with hazrdous properties will be instructed on the use of MSDS sheets and the specific information in the applicable MSOS for the product he /she is using, particularly regarding spill control techniques. 2. The contractor will implement the Spill Prevention Control and Countermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials. No spilled , hazardous materials or hazardoud wastes will be allowed to come in contact with storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are taken to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel in the use of the SPCC plan. DAY INSPECTION NOTE : The inspecti the BMP's the Plan an inspection to th all deficiencies i report (unless addit permittee may use an provided that they make professional who develope sign professional must be retained by the primary permittee to conduct a _ ite within seven (7) days after initial construction begins in order to del- mine if ave been installed as designed and are being maintained as re• -Ired by he Green Book. The design professional must report the r- -ults of the rimary permittee within seven (7) days and the prima• • must correct tified in the report within two (2) business days • er receiving the al time is needed due to adverse weather), . e primary ternate design professional to conduct e BMP inspection, written request to -EPD to change • ' om the design he plan and EPD has agreed DESIGN PROFESSIONAL 7 DAY SIT CERTIFICATION Date of Inspection : I certify the site was in compliance with •e _ &PC Plan on the date of' inspection. Mark Boswell 2104 GSWC LEVEL II DESIGN PROFE - ONAL CERTIFICATION # Inspection revealed the foil ing discrepancies from the - . PC Plan. The - - deficiencies must be addressed immediately and a re- inspection scheduled. ork s i not proceed on the site until design Professional Certification is obtained. to IDATE:September 16, 2010 1 1 1 o z CO w ISCALE: os shown Z a m 2 o 0 o Z 0 N BOSWELL DESIGN SERVICES. INC. N 0) N 0) LAHBOS@BELLSO UTH. NET ci W 0 ZW wW� LI om� W 2u) WO �1-1-1 Z Lcirl W 0 z CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C -7 7 OF 7 SHELIS IDATE:September 16, 2010 1 1 1 o z CO w ISCALE: os shown Z a m 2 o 0 o I l ci W 0 ZW wW� LI om� W 2u) WO �1-1-1 Z Lcirl W 0 z CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282 -7411 DRAWING NUMBER C -7 7 OF 7 SHELIS