Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
12-0414 Ramaker
CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/03/2013 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 #: 120414 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME TIMOTHY RAMAKER CONTACT ADDRESS 275 PROMAN LN CONTACT CITY STATE ZIP FLEMING GA 31309 PROPERTY ADDRESS 1112 LAUREL AVENUE APPROVED BY: 0,,„,„.J L.» P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org DATE ISSUED: 07 -23 -2012 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 ENGINEERING FEE NEW RESIDENTIAL BLDG - SF 1112 LAUREL AVENUE TIMOTHY RAMAKER 275 PROMAN LN FLEMING GA 31309 TIMOTHY RAMAKER 275 PROMAN LN FLEMING GA 31309 1350 P $6,045.00 $95,000.00 PERMIT #: 120414 TOTAL BALANCE DUE: $ 87.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Tuesday, March 26, 2013 2:39 PM To: Dianne Otto Subject: Single- family driveway inspections Ms. Otto, In response to the City Manager's email of March 26, 2013 11:45 AM: 1) The project in question of Laurel Avenue has been invoiced. Only 1/2 hour was invoiced a couple of days ago for my postconstruction site visit to evaluate conformance of drainage to the permit. All can be assured that I did not invoice for water testing or my time involved in the matter of evaluating conformance of driveways as it relates to City permeability requirements. I contacted your office prior to formally responding the results of my site inspection. No other projects should be of concern on this matter. In response to the City Manager's email of March 21, 2013 11:11AM: 2) I concur that projects should benefit from the latest ordinance changes. My reason for asking regarding this project is that I do not have the authority to make such permit decisions. 3) I was not aware of a moratorium on water tests and enforcement regarding permeability of driveway materials. At this point it does not matter as the City Manager's direction not to enforce or water test the permeability of driveways is a directive that I understand. As I am not to question the permeability of driveways during inspection and project closeout, I am not aware of a benefit of my including permeability of driveways in my plan review of single - family projects. Therefore, I will cease permeability related review on single - family projects. It is my understanding my review and inspection on commercial projects will not change. Please confirm I understand correctly or advise otherwise. Thank you, Downer 1 Dianne Otto From: Diane Schleicher Sent: Tuesday, March 26, 2013 11:45 AM To: Dianne Otto Subject: FW: Driveways and Water Test Importance: High Dianne, If any water test have been conducted in error, please do not invoice the property owner for Mr. Davis time. Thanks, Diane From: Diane Schleicher Sent: Thursday, March 21, 2013 11:11 AM To: Dianne Otto Subject: Driveways and Water Test Importance: High Dianne, It was brought to my attention that the Planning and Zoning Department is still conducting water tests on driveways if the driveways were permitted prior to the change in the ordinance. If property owners benefit from a change in an ordinance, all property owners should be given that benefit especially if it is the city council's intent on making the change island wide regardless of the status of their permit. The mayor and city council enacted a moratorium to such test and enforcement of the ordinance on the books related to driveways prior to changing to ordinance itself because the majority of the council wanted the ordinance changed. The mayor and city council has now made their decision by changing the ordinance which is a directive to me and the city staff. I expect you to follow this and to direct the city engineer to do the same. Please let me know if you have any questions or concerns. Thanks, Diane 1 Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, March 20, 2013 6:46 AM To: Dianne Otto Subject: Re: FW: tim ramaker compliance letter Following receipt of this email with the attached compliance letter I visited the site. Based on my observations and to the best of my knowledge, I found the site to be compliant with the exception of the driveway pavers. The pavers are not compliant with the ordinances under which the permit was issued. The pavers are not Ecostone nor or they equal with regard to permeability. The new ordinance requires only that it be, "... constructed of materials designed to allow retention of the first one -inch of strormwater." I have not conducted the detailed infiltration /permeability test I explained in emails last Fall. Even with the porous base the GC advised was placed beneath the pavers, the traditional look pavers did not appear to be receiving any infiltration when I ran the water hose over it. As I advised the City Council last Fall, as the State now has guidelines which place the burden of water quality on larger projects, I am not promoting any permeability requirements on projects in the City of Tybee of this nature. However, in fulfillment of my role as plan reviewer and inspector on this project, I advise that I have no basis on which to approve these pavers as holding and passing even the first 1" of stormwater runoff. I will await direction from the City prior to taking further action on this project. On Tue, Mar 19, 2013 at 3:12 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Downer — See attachment. This is for the lot at 1112 Laurel Avenue. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbos@ bellsouth.nm Sent: Tuesday, March 19, 2013 3:13 PM To: Dianne Otto Subject: tim ramaker compliance letter THE HISTORY WORKSHOP STORIES OF THE LAND AND THE PEOPLE s (a S r o rt ? c2,v f6 1 Exhibit Design I Interpretive Planning I Interactive Exhibits www.thehistoryworkshop.com BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 -897 -- 6932 LAHBOSOBELLSOUTH.NET January 12, 2012 To: Dianne Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: Tim Ramaker Project 1112 Laurel Avenue Tybee Island, Georgia Dianne, MR192013 At the owner's request, we have inspected the project referenced above for compliance with the approved plans. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved plans including final stabilization. Thank you for your assistance and please do not hesitate to contact us with questions or comments. Sincerely, Mark Boswell, P.E. r S , ��I I Y U I - I Y h 3 t t I S L A N D 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 - 2 7 4 9 P h ( 9 1 2 ) 7 8 6 - 4 5 7 3 F A X ( 9 1 2 ) 7 8 6 - 5 8 3 2 V e n d o r # : I s s u e d t o : 0 1 - 0 0 2 0 5 5 D A V I S E N G I N E E R I N G , I N C P 0 B O X 1 6 6 3 T Y B E E I S L A N D , G A 3 1 3 2 8 F . O . B . P o i n t - T y b e e I s l a n d , G A P U ' ' . C H A S E O R D E R P O N u m b e r : 1 3 _ 2 2 3 8 3 T h i s n u m b e r m u s t a p p e a r o n a r e a t e d c o r r e s p o n d e n c e , s h i p p i n g p a p e r s a n d i n v o i c e s . D a t e : S h i p t o : 0 3 / 2 5 / 2 0 1 3 e q u i s i t i o n # : 1 3 - 2 2 3 8 C I T Y H A L L 4 0 3 B U T L E R A V E N U E T Y B E E I S L A N D , G A 3 1 3 2 8 T e r m s - N e t 3 0 d a y s L I N E U N I T S D E S C R I P T I O N P R I C E A M O U N T 1 0 . 0 0 E n g i n e e r i n g - R a m a k e r 1 0 0 - 7 2 2 0 - 5 2 - 1 2 0 3 D a v i s E n g i n e e r i n g , I n c . - I n v # 2 1 2 0 1 9 0 2 d a t e d 0 3 / 2 5 / 2 0 1 3 f o r 1 1 1 2 L a u r e l A v e n u e , T i m R a m a k e r , f o r $ 8 7 . 5 0 P u r c h a s e O r d e r v o i d a f t e r 9 0 d a y s . 0 . 0 0 8 7 . 5 0 S p e c i a l I n s t r u c t i o n s : I a g r e e t o p r o v i d e t h e i t e m s / s e r v i c e s l i s t e d o n t h i s p u r c h a s e o r d e r a n d a c c e p t t h e P u r c h a s e O r d e r T e r m s a n d C o n d i t i o n s t h a t a c c o m p a n y t h i s f o r m . S u p p l i e r A c k n o w l e d g e m e n t D a t e T O T A L 8 7 . 5 0 A u t h o r i z e d b y D a t e F o r t h e C i t y o f T y b e e I s l a n d DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbus(a�gmail.com March 25, 2013 Diane Otto City of Tybee Phone (912) 786 -4573 lltz RE: 'Ms? Laurel Avenue - 03 -20 -12 0.5 hours 0.5 hours add -Aro 12-o404- • "P.a. 13 -a0313 INVOICE Island P.O. Box 2749 Fax: (912) 786 -9539 Invoice #21201902 Tybee Island, GA 31328 Tim Ramaker site inspection and email report to D. Otto @ $175 /hour = $87.50 Total Due This Invoice 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 For Insurance Company Use: Al. Building Owner's Name Tim Ramaker Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1112 Laurel Avenue Company NAIC Number City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 4, block 10, Garden ward A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deq 01.126 min Long. W 80 deq 51.323 min A6, Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1344 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 646 sq in d) Engineered flood openings? ® Yes ❑ No A9. For a) b) c) d) Horizontal Datum: ❑ NAD 1927 ® NAD 1983 surance. a building with an attached garage: Square footage of attached garage n/a sq ft No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade Na Total net area of flood openings in A9.b n/a sq in Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Tybee Island 135164 Chatham GA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 CO213F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA El Yes 0 N SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1-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 A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion /Comments a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.5 Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 16.7 n /a. n /a. 13.5 Check the measurement used. 0 feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 0 feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) 6,8 7.0 6.8 ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ 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. / certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 Signature FEMA For -31, Mar • phenson venue, Suite C City Savannah, State GA ZIP Code 31405 Date 3/12/13 Telephone 912 - 352 -0464 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the esponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1112 Laurel Avenue City Tybee IslandState GA ZIP Code 31328 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments The ground level contains parking and storage C2.e) n= NC pad This house h 6 engineer =d flood openings made by USA Flood Air Vent. Each vent provides for 250 square feet of enclosed area. Signatu Date 3/12/13 ❑ Check here if attachments ECTION. ILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones A - nd A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet El meters ❑ above or El below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ 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 . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or El 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? El Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. El A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: El New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet El meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet El meters (PR) Datum G10. Community's design flood elevation El feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments El 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. 1112 Laurel 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, following. Front View March 8, 2013 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1112 Laurel Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Rear View March 8, 2013 State of Georgia Certificate of Compliance Name: Tim Ramaker Address: 1112 Laurel Ave. Date: April 3rd, 2013 Town: Tybee Island State: GA Zip Code: 31328 In accordance with Home Land Security — FEMA/NFIP Technical Bulletin 1 /August 2008 requirements for engineered openings in foundation walls, USA FLOOD /AIR FOUNDATION FLOOD VENT will allow for the automatic equalization of hydrostatic flood forces and pressure during flooding as well as for base 100 year flood or 1% chance of flooding in NFIP FIRM (Federal Insurance Rate Map) "A" zone properties. Additional information to meet FEMA/NFIP requirements for flood venting can be found in TB -1 /August 2008. The International Code Council (ICC) requires a minimum 3" diameter opening to be maintained during flooding to allow passage of debris through a flood vent. USA FLOOD /AIR FOUNDATION FLOOD VENT meets the regulation of Federal Emergency Management Agency's National Flood Insurance Program (44 CFR 60.3 (c) (5)) and Flood Resistant Design and Construction (ASCE 24 -98). I do by certify the USA FLOOD /AIR FOUNDATION FLOOD VENTS openings are designed for installation in buildings to meet the FEMA, NFIP and ICC code requirements for the equalizing of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater during floods up to and including the base (100 year) flood. USA FLOOD /AIR VENTS provide hydrostatic pressure equalization during a flood. Each vent will cover 250 square feet of enclosed building area as per FEMA, NFIP or ICC instructions and calculations. I further certify that the breakaway door releases under less than the required 20 lbs. of hydrostatic pressure. The vents must be installed with the long dimension horizontal and the installation must be in accordance with the manufacturer's printed instructions. Jason M. Conn, P.E. 16360 Trotter Lane Linden, MI 48451 810 - 458 -4350 GA License No. PE033867 Dianne Otto From: Dianne Otto Sent: Monday, March 25, 2013 2:41 PM To: 'Michael Blakely' Subject: FW: engineered flood openings Attachments: Openings in Foundation Walls.pdf; S35C- 413032217140.pdf; S35C- 413032217150.pdf Okie dokie. Thanks, Michael! Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Michael Blakely [ mailto :mblakely©chathamcounty.org] Sent: Monday, March 25, 2013 2 :12 PM To: Dianne Otto Subject: RE: engineered flood openings Hi Dianne, the surveyor did it right. It's the net opening that matter. I've attached Technical Bulletin 1 which is on Openings in Foundation Walls. Look at page 20 and this situation would be explained. I hope this helps. licTiael B. Blakely, CFM Chatham County Dept. of Engineering 124 Bull Street, Room 430 Savannah, Georgia 31402 office (912) 652 -7814 fax (912) 652 -7818 From: Dianne Otto [mailto:DottoPcityoftybee.org] Sent: Friday, March 22, 2013 5:42 PM To: Michael Blakely Subject: engineered flood openings Dear Michael, Attached is an Elevation Certificate and flood opening information for a new single - family that is wrapping up. See Section A. Each of the 6 flood openings in the enclosure provides 250 square feet of venting. Should the surveyor use 6 x 250 = 1,500 for the answer to A8.c instead of 646 which he calculated to be the literal net area of the 6 flood openings ?? THANK YOU! Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 1400472.1003 • FAX 1.31 4972 woods InfaXesaffoodelnreAsosom RECOMMENDED INSTALLATION INSTRUCTIONS & DETAILS FOR RETROFIT DOUBLE DOOR POWDER COATED & STAINLESS STEEL MODELS RFPC & RFSS RE OMM IUD IDINSTALLATION PROCEDURE, 1. Provide a clean, square and level rough opening for each vent with the bottom of the opening no more than 12" above the outside finished grade. (Garage Door Installation): Provide a rough opening of 8 1/4" x 14 5/8" (figure 2 & 4). (Stud Wall Installation): Vent will fit between 16" OC stud opening (figure 2 & 3). (Stud Wall Installation with Security Insert): Provide a rough opening of 8 1/2" x 14 3/4" (figure 2 & 3). 2. Unhook the vent doors, by pushing lower section of the door into the frame. Door will unhook once it is "90" degrees perpendicular to the frame. 3. Position the vent frame in the opening with V channel at the bottom of opening. Ensure that frame is square and level. Apply a small bead of good quality exterior adhesive caulk on the backside of the vent flange (figures 3 and 4). The caulk should hold the vent in place while you proceed to step 4. 4. (Garage Door Installation): Attach to garage door using the required amount of nuts and bolts In the holes provided in the flange (figure 4). Install metal backing strip on inside of garage door. (Stud Wall Installation): Attach to stud wall using the required amount of stainless steel screws in the holes provided in the flange (figure 3). 5, Reinstall the doors by reversing the procedure in "Step 2 ", Be sure to reposition the pressure relief flap (rubber strip) on the bottom of the door in the frame channel. 6. For final inspection, check that the door is not binding in the frame. Test to see that it swings in a bidirectional manner (figure 4). DFTAI SPE .IFI CATIONS: * Material: 22 Gauge 430 Alloy Stainless Steel (RFSS) or 22 Gauge A30 Mild Steel White Powder Coat (RFPC) * Operation: Operation of vent is based on hydrostatic pressure (See Certificate of Compliance). * Hydrostatic Relief: Each vent provides 250 sq. ft. of hydrostatic relief, * Requirements: A minimum of 2 bidirectional vents are required for enclosed flood exposed area and should be installed on opposite or adjacent walls. Note: Consult with your local Code Official for compliance. 2007 All Rights Reserved, USA Flood Alr Vents, LTD MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC 8 ASCE SUPPORTIVE DOCUMENTS, TB 1.93, 44CFR 80,3(CI(5j, ASCE 24-98 1800.8724993 " FAX 1431.2698872 wobska www.usa800dalrwnb.com Infoeusalloodakvonb.ccm FIGURE I 13 7/8 " 0 O 0 0 0 O A 0 O 2007 All Rights Reserved, USA Flood Air Vents, LTD 16 3/8 " RECOMMENDED INSTALLATION INSTRUCTIONS & DETAILS FOR RETROFIT DOUBLE DOOR POWDER COATED & STAINLESS STEEL MODELS RFPC & RFSS ROUEN OPENING 01AGRAM FIGURE 2 14 3/4" FOR SECURITY INSERT 1 r 1 14 5/8 " FOR VENT ONLY f FOK SEGUKIIY INSERT o 0 0 0 0 0 o a o a o a 0 O A 0 O 2007 All Rights Reserved, USA Flood Air Vents, LTD 16 3/8 " RECOMMENDED INSTALLATION INSTRUCTIONS & DETAILS FOR RETROFIT DOUBLE DOOR POWDER COATED & STAINLESS STEEL MODELS RFPC & RFSS ROUEN OPENING 01AGRAM FIGURE 2 14 3/4" FOR SECURITY INSERT 1 r 1 14 5/8 " FOR VENT ONLY f FOK SEGUKIIY INSERT Permit No. Cit, .f Tybee Island • Planning & Zoni..g Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name 0,4 ' ��_��" Date Needed Gen. Contractor ` --�� Subcontractor Contact Information Project Address Scope of Work Inspector 79 ( (a frl n p ) re Ave_ , Inspection n oJs€ I , 0 LQQ C 14 kD Date of Inspection Pass Fail ® Fee "(.4 'i o 0d °pew 'rs3f 0 w_J eq. r e Pass n Fail ❑ Fee I- 4° 4- c- , ? _0.4.% ar-C,4 OL.5-0 Q ! e e, u r c' Inspection (YLa c h etz ikk:f rAk --- A5- t,) ; &<.) a.) Inspection Pass ❑ Fail ❑ Fee r J P G Inspection Pass ❑ Fail ❑ Fee ir, Permit No City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 /,;-J/-// Date Requested 3 /1.,76 //..5 INTERNATIONAL CODE COUNCIL MEMBER Owner's Name ril K 6/ Date Needed Gen. Contractor Subcontractor Contact Information -11M M Project Address ���� Ay, Scope of Work AM-(4) 5 Inspector Inspection , ! °�1 /1 L-- Pass ®,-j it Fee Date of Inspection Inspection C_ re ■S Inspection 1 Pass Pass S Fee Fail (—j Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. Owner's Name /4-:;29,1-1 4- Gen. Contractor IL Contact Information Project Address /1/2 Scope of Work A ) '12-J Inspector INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Inspection M/2- Date of Inspection / v.) u„:341 vvi 1.21Z-t),.) !Z. • -4-7 Pass El Fail -1-ts j7) -t41 J, 24-4-1 r,) Inspection ,2)/: - r C- Pass RN Fail Ei Fee Inspection /7- /:.- Pass 0 Fail m Fee i..ifi---, m. p:2 Z.4.--C, 1 --) "...7(..)41.` -+/ 0 ,-.S V----e..)7—. co,),..2,-Tz--Tz.- --'s:::-..-,:f...f, 1 , , "-- t) IC:4::A) ' ,) iI. 11-,c-t rE:47:::,1,35101.,)4_, s,j t-trz:-.4247. 0 Is(4) 5 1) (2) 1:7,0 (,) / 1) !ft._ t ---■14,....1D1r= '4'. v.) 1 72:- , ,----) c.:1-1c—i i). ...), 4. L.---f-f c, -I. Ni -=°3"c>`fo 0 ::°. 1 le3-1-1- _><:;. ---/-r--) • - ' ',/,:---'1' Inspection Pass Fail Fee I Ci 'it: 1491186 i• ILEb FOR RECORD NONCONVERSION AGREEM T i j -, I o go 1 a FOR STRUCTURES IN THE FLOCitYPIAIN La n i e l it a.� = =; c Clerk SU periot togrt of Ch.th Address of Propel :MI t -( W, 2:o, i . ,4 ; i . Building Permit Number j — Cj t4, L) PIN IS— FIRM Zone/le_ BFE )a feet (NAVD) Property Owner(s) RECEIVE - -(3 Il k %ti.ilty LEI Panel Number 13DSIL ©a 3e f ctivedate `j /D 4jo8 Ror. iee-r2 CAmsvic 11dr� s Contractor In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Preveni Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood - resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which perm automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area be ow c flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above rte- grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. S. it CO 0 Signature of Property Owner Date Printed Name of Property Owner Signature of Property Owner Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on this oK �P day of , 1 0 /3 , before me, a Notary Public of the State of Georgia, j_ j{ p- 14-K 64. , known to me, or satisfactorily proven to be personally appeared Date the person whose name is subscribed to the foregoing instrument, who acknowledged that he /she has executed it for the purposes therein set forth, an th . i is his act and deed. In witness - re +f, I have set my h• nd a .tarial Seal. NOTARY My Commission expires on WITNESS SIGNATURE Printed Name VAA (SQ tila PoU7 -p, 727kgeC4 3I3Z -B Address SHARON S. SHAVER Notary Public, Chatham County, My Commission Expires Dec. GA "SEAL Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. Georgia Residential Energy Code Compliance Certificat Address: 1112 Lct e. Ave Builder /Design Prof.: 2cr4na Envelope Summary: • List the R -Value for the following components: Flat ceiling /roof: Exterior wall: Attic kneewall: Basement stud wall: Crawlspace stud wall: Foundation slab: Cantilevered Floor: • Fenestration Components: 220 213 NA NA NA NA NA Window U- factor: .35 Skylight U- factor: NA Glazed Door U- factor: .32 • Building Envelope Tightness (BET): BET test conducted by: D ' l3u' Fan Flow at 50 Pascals= 315 CFM50 Total Conditioned Volume = 10080 ACH50 = CFM50 x 60 / Volume= 1.88 ACH50 (must be less than 7 ACHso ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R -2 buildings only.) Visual inspection conducted by: NA Phone: NA Permit #: Phone: h9-0-4/4 -� 3 cite- 12 -D414 Sloped /vault ceiling: NA Above grade mass wall: NA Attic kneewall sheathing: NA Basement continuous: NA Crawlspace continuous: NA Floors over unconditioned space: 1Z19 Other insulation: NA Window SHGC: Skylight SHGC: Opaque Door U- factor: ( <50% glazed) .23 NA .25 Phone: 721 -2001 ft3 Mechanical Summary: Water Heater Energy Factor: OM 1 Ef Fuel type: ❑ Gas ® Electric ❑ Other Number of Heating and Cooling Systems: 1 Heating System Type: ❑ Gas: AFUE ® Air - Source Heat Pump: 7.7 HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): htpuvi. Cooling System Efficiency: 13 ® SEER ❑ EER ❑ Other Heating /Cooling Load Calculations Performed by: Trr%,cvw0- 1444ovv Phone: 912 - 663-.777 Total Heating Load (Based on ACCA Man. J or other approved methodology): 23337 Btu /h Total Cooling Load (Based on ACCA Man. J or other approved methodology): 21521 Btu /h Cooling Sensible Load: 17646 Btu /h Cooling Latent Load : 3874 Btu /h Total Air Handler CFM (based on design calculations): 1000 CFM Duct Tightness Test Conducted by: NA Phone: NA CFM25 per 100 ft 2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors (PCO) is <_ 8 %, the post construction total duct leakage (PCT) is s 12 %, or the rough -in total duct leakage (RIT) with air handler installed is <_ 6 %. State which method was used to conduct the duct tightness test: duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD). System Method (DB, MBDS, AMBD) Test (PCO, PCT, RIT) CFM25 Area served (ft2) Result ( %) 1 2 3 *Note: This permanent certificate shall be posted on or in the electrical distribution panel or air handler. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. TX Result Report P 1 01/22/2013 09:26 Serial No. CM35228060004 TC: 375756 Destination Start Time Time Prints Result Note 18888514411 01 -22 09:25 00:00:51 001 /001 OK Note THR: Timer TX, POL: ORB: Original Size Setting. FME: Frame Erase TX. Dubl - SiangADictionSSpeclSoriaFCODE- ceBND: oededBidinreo. TX. iaoignl. FCODE: Fod. PC-Fax. 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- 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. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER Or:� o} c7 Y o�xe�I 1- lco -i3 `E 3Fr 1 -'2 2-i PHONE: 1 -888- 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1 -888 -851 -4411 ///2. LAU�t t- f���_ G' -- Location Address: iL._Tds I Release Type of Release: Temporary ' Permanent Permit # /Z•�t�f� Electrician: 4j' Owner / Builder:` l` 7 Phone # Phone # 'z! - -76�5 Location Address: Release Coate: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner /Builder: Phone # TX Result Report P 1 01/16/2013 16:35 Serial No. CM35228060004 TC: 375212 Destination Start Time Time Prints Result Note 18888514411 01 -16 16:34 00:00:51 001/001 OK Note TMR: Timer TX. POL: MIX: : Mixed yye- SidedaBindingADirectioni. Tx. : Specialsorilinal. Forward, : F -Code, RTX: Re -TX. ILFAXR5159. MBX:FConfidential. BUL: Bulletin, SIP: SIP Fax. IPADR: IP Address 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:Memary Full, LOVR:Receiving length Over, POWER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MON Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1 -888- 748 -5843, Press 1, Extension 32855 or 32856 FAX: 1 -888 -851 -4411 Location Address: Type of Release: Electrician: Owner /Builder: Temporary ✓ Permanent Release Date: Aa. 3 Permit # Phone # �/� lvs7 -loS %mil Phone ## ' — Location Address: Release Oate: Type of Release: Temporary Permanent Permit # Electrician: Owner /Builder: Phone # Phone # RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER Or�ar,c4 10-xed I- I(o -13 e- -�ask nq 1 -22 -13 04 Cam PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 ///„:2 L,w Location Address: J //Z L,�rJ/ � 1 Release Date: / /( Type of Release: Temporary ✓ Permanent Permit # /Z--047 /47/ Electrician: Z C CTgiG Phone # %/2 -‘61-‘57, %j Owner /Builder: l- 77— °/[4,--1 Phone # 'ZI ° 76 5 Location Address: Release Date: Type of Release: Temporary Permanent Permit # Electrician: Phone # Owner /Builder: Phone # City of Tybee Island Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 111 wank INTERNATIONAL CODE COUNCIL: MEMBER Permit No. D ate Requested L.-/ -- , • f / 7 , Owner's Name k,,.-4'-/ F9L!,.1.-47:: Date Needed /A.73 Gen. Contractor Subcontractor Contact Information 17) Project Address / I / 7 LA-Lr7a-c4; i Scope of Work Inspector 12f) Date of Inspection; ----7 Inspection -- , , -, ,--) ) ,--- 4:: . , ..... Pass p Fail Fee r.:37,5"( - Inspection Pass Fail El Fee Inspection Pass El Fail El Fee Inspection Pass Fail Fee City of of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Dna, amok ==m. INTERNATIONAL CODE COUNCIL' MEMBER Permit No. //.7--04/// Date Requested (21//S /13 Date Needed O)1//, 43 Subcontractor 2; - Owner's Name A K Gen. Contractor Contact Information Project Address Scope of Work t-'44) P' Inspector Inspection .6fzEe 7 /2 lc 11-L Date of Inspection Pass El Fail • Fee " ) , iW ((-) / : 11: , (A2 Inspection Pass Fail El Fee Ic Inspection Pass Fail El Fee Inspection Pass Fail Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. /.27- '994 Date Requested ' INTERNATIONAL CODE COUNCIL MEMBER Owner's Name t 4kk,4V!7 Date Needed Gen. Contractor Subcontractor Contact Information �-'� -32 / - "? `•S Project Address ///Z ' J %� f /h Scope of Work AI 57-- Inspector Date of Inspection Inspection /11/%>i i.. Pass ®f ' Fee Fail } to _i� Inspection Pass ❑ Fail ❑ Fee Inspection Pass EJ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City bf Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Owner's Name 4,4 Al'r :..'.. Date Requested . -f Date Needed INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information ti i _ 4� 3 - ` J4' A Project Address % / /7,. LA' Scope of Work Inspector ' Date of Inspection j Inspection - Pass El Fail Z Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 -,. ■ors in.•i INTERNATIONAL CODE COUNCIL MEMBER Permit No. /2- (; tl %41 Date Requested /!,�' / ,/ Owner's Name I <:;47-.7 4-) 'iU-, Date Needed / ' 1 Z s/i Gen. Contractor Subcontractor Contact Information ,:- Project Address ///-2.:' f! ri t z, Scope of Work Air c.0 Si-: Inspector Inspection Ia , % 4 /47I/i./; ' Pass Date of Inspection Fail I I Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass 0 Fail ❑ Fee not remove until final in actions 6 code official Qualified for area indicated. Admissible pour les regions indiquees. e) — a ej 4 >. ..... 0 c g eu d Canada energystar.nroan- no rnoa.g.oa ..epolir-AP t° /+ AP M1114001.- ENERGYSTAR p \\ r energystacgov ® =Qualified /Admissible e„,,,,, - IfiEC1;4 National Fenestration Rating Candle SilverLine WINDDyrf•000 an Andersen CPDI* SIL 2901 Single LoE3 Grids Rf irip Company —N -16- 0376 -00001 Hung Vinyl Dual Glazed CERTIFIED ENERGY PERFORMANCE RATINGS U— 0.34 (ll,S, /I -P) Factor 1 1.93 (Metric /SI) Solar Heai Gain Coefficient 0.23 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance 0.46 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performame NFRC ratings are determined for a faxed net of ernnronmenlal conditions and a specific product size NFRC does not recommend any produ;l and does not warrant the suitability of any product for any specific use Co-suit manufacturer's literetore for other product performance information wuu n rc org WDMA _- WINDOW AND DOOR www warns corn ill ALI.MARK ANi,FACTURaRSASSO lATlOr1 CRTIFIED 440 -H- 025.28 Silver Line Windows 2900 SERIES SINGLE HUNG Manufacturer Stipulates Conformance to the following standards STANDARD R A T I N G AAMA /WDMR /CSA 101/I.S.2/R440 -08 CLASS R -PG50 Size Tested 38 x 66 in DP .50/ -50 psf FL 14911.6 ' ' TDI- WIN -799 Glazing 2.2 mm Single Str AN Outer/ 2.2 mm Single Sir AN Inner 6061.R0/R0 Complies with HUD UM Bulletin 111 IGCC2 /IGMAG 10 -12 20599507,1.1 leets or exceeds MEC, CEC & IECC Air Infiltration Requirements WDMR Hallmark City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 i Permit No. "/ Z -(2 I,k / Date Requested / / i[:a /Z..,y -7 / Owner's Name 4rJ..9i /,Z. Date Needed , ' /, / / Gen. Contractor Subcontractor Contact Information / i 1j 3 1 , 1 so__ INTERNATIONAL CODE COUNCIL'' MEMBER Project Address /// 7 /,41)77- Scope of Work /1 s; Inspector Inspection Inspection /%7,- i'• L.. � Date of Inspection t . n>, j`- Inspection 77/12 j - Inspection ,1 A 111 1 / IV/it) i � 4)C \Iv Pass G�^` Fail LJ Fee Pass Fail ❑ Fee 7/,(/ / /.);FAG Pass Fail ❑ Fee Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. %Z' -- 7 cl /'/ Date Requested 4t■-t-ic gag INTERNATIONAL CODE COUNCIL MEMBER Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information '`L9 JZ %- y« Project Address /// 2 4k',Z e.,/ Scope of Work /J/E-4-1./ Inspector Date of Inspection Inspection i')? -' J - Pass Ej Fail TZ Inspection ii ° 7,41 --7Z Pass Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. )(11 Date Requested ) Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address , Scope of Work INTERNATIONAL CODE COUNCIL' MEMBER Inspector ; Date of Inspection Inspection !-- Pass 1:1 Fail Fee Inspection Pass Fail El Fee Inspection Pass El Fail El Fee Inspection Pass Fail Fee Dianne Otto From: Dianne Otto Sent: Thursday, October 18, 2012 1:37 PM To: 'Tim Ramaker' Subject: RE: foundation survey - 1112 Laurel Ave. Attachments: RE: foundation survey - 1112 Laurel Ave.; DEST4472.pdf; contractor registration_form.pdf Dear Tim, Thank you for the email below regarding the attached foundation survey dated 10/16/2012. This meets the requirements for a foundation survey certification. The required "building under construction" Elevation Certificate has also been received. Please verify your subcontractors as listed below. If the list is correct, Underwood Plumbing needs to register prior to doing any work. Mechanical —A Action Air — registered Electrical —C & A Electric — registered e� Plumbing — Underwood Plumbing — not registered (2 page application attached; contact Sharon Shaver 912- 472 -5072) .j cy2.44 1 /Permit 12 -0362 for removal of 3 pine trees remains unpaid. The fee is $50. Have the trees been removed? rd • to '2-2 1 2_ Permit 12 -0418 for a street cut remains unpaid. Will this permit be paid on or before December 31, 2012? Sincerely, Dianne K. Otto, CFM City of Tybee Island dotto @cityoftybee.org phone 912.472.5031 fax 912.786.9539 From: Tim Ramaker [mailto:tramaker64 @ hotmail.com] Sent: Thursday, October 18, 2012 1:07 PM To: Dianne Otto Subject: RE: foundation survey - 1112 Laurel Ave. Diane Otto, This is a letter to certifying that all required setbacks according to Sec. 5 -156 have been met. As per survey by Whitley Reynolds dated 10/16/2012 In regards to the note below that the building set backs (10.1' etc.) are to close to allow for exterior finishes. This statement is incorrect. All trim and siding accessories will be no more that 1" in thickness. Tim Ramaker From: Dotto @cityoftybee.orq To: tramaker64 @hotmail.com 1 dotto @citvoftybee.orq phone 912.472.5031 fax 912786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 3 1\ i`a c_A-0 C s4-1--a-•L', tans (( v ►'r Jr\ 104, y d am`W O l 4v AK.- /-0A6. i o}J A42 ` rolct D S- I^1 -I 2 D 1 Q. o nS (.kr1 70 -) /- l2. btx_ need Elev. Cle r�. -t- .d kQ.. ifoarcr t3 to -tr-1z Kew. �'ocrr, Sury r ' `e . r C. L1ev. Cer`E'. to - t - (Z 'Re c. Qr -l-. (4-r, -Co v tloks%Sa -, so. rv�y `�' U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Tim Ramaker A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1112 Laurel Avenue City Tybee Island State GA ZIP Code 31328 OMB No. 1660 -0008 Expires March 31, 2012 12-04( 4 For Insurance Company Use: Policy Number Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 4, block 10, Garden ward RECEIVED A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deq 01.126 min Long. W 80 deq 51.323 min A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1344 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ® No A9. For a) b) c) d) Un L-r C9nS4- rd4-inr Horizontal Datum: ❑ NAD 1927 ® NAD 1983 surance. a building with an attached garage: Square footage of attached garage n/a sq ft No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade n/a Total net area of flood openings in A9.b n/a sq in Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Tybee Island 135164 B2. County Name Chatham B3. State GA B4. Map /Panel Number 13051 CO213F B5. Suffix F B6. FIRM Index Date 9/26/08 B7. FIRM Panel Effective /Revised Date 9/26/08 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile IS] FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: El NGVD 1929 IS] NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* IS] 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, 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 A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion /Comments a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.5 16.7 n/a n /a. n /a. Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.8 7.0 6.8 Check the measurement used. ® feet ❑ meters (Puerto Rico only) IS] feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) IS] feet ❑ meters (Puerto Rico only) ® feet feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ 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. / certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes ❑ No Certifier's Name J. Whitley Reynolds License Number 2249 Title Company Name J. Whitley Reynolds, Land Surveyor Address 636 Ste. ,, n Aven Signature C City Savannah, State GA ZIP Code 31405 ate 10/16/12 Telephone 912 - 352 -0464 FEMA For 1-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the c sponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1112 Laurel Avenue City Tybee IslandState GA ZIP Code 31328 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments The ground level contains parking and storage Signature Date 10/16/12 El Check here if attachments SECT - E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. 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, crawlspace, or enclosure) is ❑ feet El meters El above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is . ❑ feet El meters ❑ above or ❑ 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 . ❑ feet El meters El above or El below the HAG. E3. Attached garage (top of slab) is . El feet El meters ❑ above or El below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . El 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 El No El Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. El The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction El Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: El feet El meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: El feet El meters (PR) Datum G10. Community's design flood elevation ❑ feet El meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments El 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. 1112 Laurel 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, following. Front View October 15, 2012 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1112 Laurel Avenue Policy Number City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Rear View October 15, 2012 U • City or Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. !(1- Date Requested /izf,,crr Date Needed Gen. Contractor Subcontractor Owner's Name (r„,%,,4,04_,7::-,7.- Contact Information Project Address r`;! /1 14,)-(7,1 INTERNATIONAL CODE COUNCIL MEMBER Scope of Work Inspector Inspection ,&(P Date of Inspection '<< <k•. A-E ' +G 4,//:' ] /474_A a r1 ,) Pass Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 14/9c0,r 1 Citf Tybee Island • Planning & Zohg Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 IlUk‘ e...SrI.a'ii- lNTERNA11ONAL CODE COUNCIL MEMBER' Permit No. il? Date Requested ±4 Date Needed Gen. Contractor Subcontractor Owner's Name ,Af-VAY-4:efL. Contact Information Kr) Project Address Z.,4-1.17:>-e. I Scope of Work AL,I=fA.) <1(-77- Inspector Inspection Date of Inspection cA":"s4k, Pass Fee Inspection Pass Fail El Fee Inspection Pass El Fail Fee Inspection Pass Fail Fee ENGINEERS & SCIENTISTS 57-C Sheridan Park Circle • Bluffton, SC 29910 Phone (843) 815-5120 • Fax (843) 815-5121 -4' FIELD DENSITY WORKSHEET (PRELIMINARY) Project Project Name: \ v, L7,...„. cv.4.. r° \ It\ Client: c um.", Date: i ,1-.... c,w • No.: 4 v-', — -7 kv• '4 ;-'4, -,.. 1 Contractor: Technician: ...,.„— --,,, S , 1 1-,e.,N „..--..,,r,„4 ,,,,,, ) ks, Test No. Location Depth /Elev. Total Sample Wts. Wet Wt. Soil Wet Wt. PCF % Moist Dry Wt. PCF Proctor Opt. Moist. % Compaction % Req'd Pass /Fail C.-2,i,, n•:: . . ,z..) -, ..,,1,,,,,,, ,,s4,.! ...„. t-- v 0, .• j____________t_..t_ + r • :A°' ) e"..: ... ..-+ , L.:, 'T. , ■ e5.11 . ,r.''' :) ' Ici ., ' e "k S ,, '1 knio.Z ( , V e" 1 1 . ce"' e to ..,_ir t. r''' t-4......, ,,..„.„ . . . ,„ t• .r.:V++,11,.., E\ e . \i‘... .,5. C) Mold Weight / Volume Factor: Elevation Referenced To: Copies To: + From Top of Pipe FIG = Finished Grade - From Finished Grade S/G = Subgrade Other Test Locations Established By 81eyation,Established By • • • Contractor Survey Survey .1 Technician Estimation 01 Estimation HSA Engineers & YATES —ASTRO TERMITE & PEST CONTROL CO. P.O. Box 23313 ,ID1 WORK ©MR /Pm ♦Jn v nu II vnt I, VEVI1VIl1 Jl'tVJ (912) 651-9000 DATE DATE OF.ORDER )AT CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING DATE / BILL TO SPRAYS ARE DRY ORDER TAKEN BY ADDRESS Pro �/�/'� �� �'i� ro man !�/Ln Lane. . DAY WORK CIT �/1 r' I ' `9 1 G P ) `--°° C9 fri ACT • EXTRA TOTAL AM OUNT JOB NAME AND LOCATION "- I I I Q C__.. (Arf,V .vim.- 1 D.--g 1 JOB PHONE _ QE1C�IPT OF WORK: 1 , j S-9 II J,�^ I_(/ I`IY�'IVI _,j�— ** PRETREAT ** SQ. FEET: IL() LINEAR FEET BLOCK VOIDS: LINEAR FEET INSIDE TRENCH: LINEAR FEET FOOTERS: I -1(� GAL. USED: f . GAL. USED: GAL. USED: GAL. USED: TOTAL GALS.' C) DEPTH OF FOOTER INSIDE: 1 2 3 4 DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: X TYPE OF SLAB: r'1t;n -a CHEMICAL USED:ViAaliAikor %d,06 TECHNICIAN(S): �j- 14i TARGETED PEST: SUBTERRANEAN TERMITES RENEWAL: —., evuI ALLOW RESIDENTS, CF{jLC ®RENp� TOTAL MATERIALS PETS INTO PERSONS, OR TREAT FO ARCA UNTIL TOTAL AO L SPRAYS ARE DRY TAX DATE COMPLETED �' ' /z / / z_ WORK ORDERED BY TOTAL AM OUNT $ ❑ No one home Signature ❑ Total amount due for above work: or I hereby acknowledge the satisfactory completion of the above described work. ❑ Total billing to be mai ed after completion of work Permit No ) City of Tybee Island Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Owner's Name --- Gen. Contractor Contact Information Project Address Scope of Work Inspector ( , Date Requested Date Needed Subcontractor 11.11111111111111 Mel rIEVal L'a MUM. INTERNATIONAL CODE COUNCIL MEMBER -7/ 4 /4c.K1t: (-27 Inspection Date of Inspection ierf: r_tc e•=2 12/i Inspection Inspection Inspection Pass Fee Pass Fail Fee Pass D Fail El Fee Pass Fail Fee mine INTERNATIONAL CODE COUNCIL City of Tybee Island • Planning & Zonie.j Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. /a2 - Qi//`I- Date Requested 7/, 17% Owner's Name 43 ili/3 ei "ie., Date Needed (9 1 /3d / /o1--- Gen. Contractor Subcontractor C14 C2('7-PfC Contact Information -7-:011 Project Address i /a 1 -4/L, f_ Scope of Work All, ti) F- Inspector '7/4 Date of Inspection i_=� / r 7) / /-74‘15 MEMBER Inspection SU)POL/ Pbtti-Vier- Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR GEORGIA POWER PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 12-o(444- FAX: 1- 888 - 851 -4411 Location Address: At9f . Type of Release: - Temporary Permanent Electrician: II, I 4:ZIC- Phone # LS"7_ 46-'78? Release Date: -7 Z�, CZ• Owner /Builder: yviAlLit.Z Phone # 3Z l -7zt4 Location Address: Release Date: Type of Release: Temporary Permanent Electrician: Phone # Phone # Owner /Builder: /XPA4i TX Result Report P 1 07/30/2012 08:50 Serial No. CH35228060004 TC: 347820 Destination Start Time Time Prints Result Note 18888514411 07 -30 08:41 00:00:57 000/001 Cont 18888514411 07 -30 08:49 00:00:52 000/001 NG Note MIX: Mixed Original_TX11CALL:OManual1TX. Original Size FWD:FForward, PC:aPC -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, Busv: Busv, M- Full:Memory Full, LOUR:Receiving length Over, POUER:Receiving page Over, FIL:File Erydr, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. 12. -04 RELEASES F • R ELECTRIC SERVICE FROM TYBEE IS ND FOR GEORGIA POWER PHONE: 1 -888- 48-684-3, Press 1, Extension 32855 ar 32856 FAX: 1- 888 -851 -4411 Location Address: I l l % o-rz 7 _4 SAS.. 317i'('t_ Type of Release: Temporary Permanent Electrician: Owner /Builder: -1 ' wtA- 1Gr�aa Location Addre Type of Releas =. Temporary Perrrmanent Electrician: Release Date: Phone # Phone # 3z l —7&A-1S Release Date: Phone # Owner /Builder: Phone # City of Tybee Island • Planning & Zonihy Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. - 044 Date Requested Owner's Name -171-°/1') Date Needed INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor (1. - A Contact Information Project Address _), lurf Scope of Work Inspector --1 //--) Date of Inspection tiA, Inspection •`---__ -,4k4.37.--_-, -1 /F Pass El Fail 07.), 6c_ -4-r- 21 Inspection Pass Fail El Fee Inspection Pass Fail Fee Inspection Pass Fail Fee DATE ISSUED: 07 -23 -2012 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 1112 LAUREL AVENUE TIMOTHY RAMAKER 275 Proman Lane Fleming GA 31309 TIMOTHY RAMAKER 275 Proman Lane Fleming GA 31309 1350 P $5,957.50 $95,000.00 PERMIT #: 120414 TOTAL BALANCE DUE: $5,957.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DATE ISSUED: 07 -23 -2012 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 ONE WATER METER (3/4 ") CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP NEW RESIDENTIAL BLDG - SF 1112 LAUREL AVENUE TIMOTHY RAMAKER 275 Proman Lane Fleming GA 31309 TIMOTHY RAMAKER 275 Proman Lane Fleming GA 31309 1350 P $5,957.50 $9.5,000.00 PERMIT #: 120414 TOTAL BALANCE DUE: 0 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 60J-6 IREScheck Software Version 4.4.3 Compliance Certificate Project Title: RAMAKER JOB Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: 2009 IECC Tybee Island, Georgia Single Family 11% 1851 2 Construction Site: LOT 4 -10 GARDEN WARD TYBEE ISLAND, GA 31328 Owner /Agent: TIM RAMAKER LOT 4 -10 GARDEN WARD TYBEE ISLAND, GA 31328 912 - 321 -7645 TRAMAKER64 @HOTMAI L. COM Designer /Contractor: GAIL LEMONDS G &L RESIDENTIAL DESIGNS, INC 150 THUNDERBIRD DRIVE SUITE 305 RICHMOND HILL, GA 31324 912- 756 -6751 GLEMONDS @GLRESIDENTIALDESIGNS.COM Compliance: Passes using UA trade -off Compliance: 9.5% Better Than Code Maximum UA: 1748 Your UA: 1582 Maximum SHGC: 0.30 Your SHGC: 0.28 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 Area or R -Value Perimeter Cont. R -Value Glazing UA or Door U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Door 1: Glass SHGC: 0.29 Wall 2: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Single Pane SHGC: 0.28 Wall 3: Wood Frame, 16" o.c. Window 2: Vinyl Frame:Single Pane SHGC: 0.28 Door 2: Glass SHGC: 0.29 Wall 4: Wood Frame, 16" o.c. Window 3: Vinyl Frame:Single Pane SHGC: 0.28 Floor 1: Slab -On- Grade:Unheated Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 1350 36.0 0.0 42 399 13.0 13.0 14 19 0.290 6 457 13.0 13.0 16 34 0.310 11 277 13.0 13.0 9 33 0.310 10 19 0.290 6 306 13.0 13.0 9 57 0.310 18 1350 0.0 1407 1350 19.0 19.0 34 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 2009 IECC requirements in RESchec(c Version 4.4.3 and to comply with the mandatory requireme s listed i t .e REScheck Inspection Checklist. n C Name - Title Signature Date Project Title: RAMAKER JOB Report date: 06/22/12 Data filename: C: \Users \GDL \Documents \REScheck \RAMAKER.rck Page 1 of 5 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Tybee Island, Georgia Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: LI Ceiling 1: Flat Ceiling or Scissor Truss, R -36.0 cavity insulation Comments- Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -13.0 cavity + R -13.0 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments- ❑ Wall 2: Wood Frame, 16" o.c., R -13.0 cavity + R -13.0 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' ❑ Wall 3: Wood Frame, 16" o.c., R -13.0 cavity + R -13.0 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' ❑ Wall 4: Wood Frame, 16" o.c., R -13.0 cavity + R -13.0 continuous insulation Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall. Comments' Windows: ❑ Window 1: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments* ❑ Window 2: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments ❑ Window 3: Vinyl Frame:Single Pane, U- factor: 0.310, SHGC: 0.28, For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break" Yes No Comments' Doors: ❑ Door 1: Glass, U- factor: 0.290, SHGC: 0.29, Comm "nts - ❑ Door 2: Glass, U- factor: 0.290, SHGC: 0.29, Comments- Floors: ❑ Floor 1: Slab -On- Grade:Unheated, R -0 (uninsulated) Comments' Project Title: RAMAKER JOB Report date: 06/22/12 Data filename: C:\ Users\ GDL \Documents\REScheck \RAMAKER.rck Page 2 of 5 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 I " ^ c o n d i t i o n e d S p a c e , R - 1 9 . 0 c a v i t y + R - 1 9 . 0 c o n t i n u o u s ' " 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 . 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' 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 ) 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 ( i n c l u d i n g r i m j o i s t j u n c t i o n s ) , a t t i c a c c e s s o p e n i n g 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 w i t h c a u l k , g a s k e t e d , w e a t h e r s t r i p p e d o r o t h e r w i s e s e a l e d w i t h a n a i r b a r r i e r m a t e r i a l , s u i t a b l e f i l m o r s o l i d m a t e r i a l . Q' A i r b a r r i e r a n d s e a l i n g e x i s t s o n c o m m o n w a l l s b e t w e e n d w e l l i n g u n i t s , o n e x t e r i o r w a l l s b e h i n d t u b s / s h o w e r s , a n d i n o p e n i n g s b e t w e e n w i n d o w / d o o r j a m b s a n d f r a m i n g . Q' R e c e s s e d l i g h t s i n t h e b u i l d i n g t h e r m a l e n v e l o p e a r e 1 ) 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 a n d 2 ) s e a l e d w i t h a g a s k e t o r c a u l k b e t w e e n t h e h o u s i n g a n d t h e i n t e r i o r w a l l o r c e i l i n g c o v e r i n g . Q' A c c e s s d o o r s s e p a r a t i n g c o n d i t i o n e d f r o m u n c o n d i t i o n e d s p a c e a r e w e a t h e r - s t r i p p e d a n d i n s u l a t e d ( w i t h o u t i n s u l a t i o n c o m p r e s s i o n o r d a m a g e ) t o a t l e a s t t h e l e v e l o f i n s u l a t i o n o n t h e s u r r o u n d i n g s u r f a c e s . W h e r e l o o s e f i l l i n s u l a t i o n e x i s t s , a b a f f l e o r r e t a i n e r i s i n s t a l l e d t o m a i n t a i n i n s u l a t i o n a p p l i c a t i o n . Q' W o o d - b u r n i n g f i r e p l a c e s h a v e g a s k e t e d d o o r s a n d o u t d o o r , c o m b u s t i o n a i r . Q' 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 i r S e a l i n g a n d I n s u l a t i o n : " B u i l d i n g e n v e l o p e a i r t i g h t n e s s a n d i n s u l a t i o n i n s t a l l a t i o n c o m p l i e s b y e i t h e r 1 ) a p o s t r o u g h - i n b l o w e r d o o r t e s t r e s u l t o f l e s s t h a n 7 A C H a t 5 0 p a s c a l s O R 2 ) t h e f o l l o w i n g i t e m s h a v e b e e n s a t i s f i e d : ( a ) A i r b a r r i e r s a n d t h e r m a l b a r r i e r : I n s t a l l e d o n o u t s i d e o f a i r - p e r m e a b l e i n s u l a t i o n a n d b r e a k s o r j o i n t s i n t h e a i r b a r r i e r a r e f i l l e d o r r e p a i r e d . ( b ) C e i l i n g / a t t i c : A i r b a r r i e r i n a n y d r o p p e d c e i l i n g / s o f f i t i s s u b s t a n t i a l l y a l i g n e d w i t h i n s u l a t i o n a n d a n y g a p s a r e s e a l e d . ( c ) A b o v e - g r a d e w a l l s : 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 a n d c o n t i n u o u s a l i g n m e n t w i t h t h e b u i l d i n g e n v e l o p e a i r b a r r i e r . ( d ) F l o o r s : A i r b a r r i e r i s i n s t a l l e d a t a n y e x p o s e d e d g e o f i n s u l a t i o n . ( e ) P l u m b i n g a n d w i r i n g : I n s u l a t i o n i s p l a c e d b e t w e e n o u t s i d e a n d p i p e s . B a t t i n s u l a t i o n i s c u t t o f i t a r o u n d w i r i n g a n d p l u m b i n g , o r s p r a y e d / b l o w n i n s u l a t i o n e x t e n d s b e h i n d p i p i n g a n d w i r i n g . ( f ) C o r n e r s , h e a d e r s , n a r r o w f r a m i n g c a v i t i e s , a n d r i m j o i s t s a r e i n s u l a t e d . ( g ) S h o w e r / t u b o n e x t e r i o r w a l l : I n s u l a t i o n e x i s t s b e t w e e n s h o w e r s / t u b s a n d e x t e r i o r w a l l . 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 : Q' 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 . " 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 . Q' 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 . Q' 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 : Q' S u p p l y d u c t s i n a t t i c s a r e i n s u l a t e d t o a m i n i m u m o f R - 8 . A l l o t h e r 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 e n v e l o p e 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 n d T e s t i n g : Q' 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 . Q' A l l j o i n t s a n d s e a m s o f a i r d u c t s , 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 b u i l d i n g c a v i t i e s u s e d a s r e t u r n d u c t s a r e s u b s t a n t i a l l y a i r t i g h t b y m e a n s o f t a p e s , m a s t i c s , l i q u i d s e a l a n t s , g a s k e t i n g 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 , m a s t i c s , a n d f a s t e n e r s a r e r a t e d U L 1 8 1 A o r U L 1 8 1 B a n d a r e l a b e l e d a c c o r d i n g t o t h e d u c t c o n s t r u c t i o n . M e t a l d u c t c o n n e c t i o n s w i t h e q u i p m e n t a n d / o r f i t t i n g s a r e m e c h a n i c a l l y f a s t e n e d . C r i m p j o i n t s f o r r o u n d m e t a l d u c t s h a v e a c o n t a c t l a p o f a t l e a s t 1 1 / 2 i n c h e s a n d a r e f a s t e n e d w i t h a m i n i m u m o f t h r e e e q u a l l y s p a c e d s h e e t - m e t a l s c r e w s . E x c e p t i o n s : J o i n t a n d s e a m s c o v e r e d w i t h s p r a y p o l y u r e t h a n e f o a m . W h e r e a p a r t i a l l y i n a c c e s s i b l e d u c t c o n n e c t i o n e x i s t s , m e c h a n i c a l f a s t e n e r s c a n b e e q u a l l y s p a c e d o n t h e e x p o s e d p o r t i o n o f t h e j o i n t s o a s t o p r e v e n t a h i n g e e f f e c t . C o n t i n u o u s l y w e l d e d a n d l o c k i n g - t y p e l o n g i t u d i n a l j o i n t s a n d s e a m s o n d u c t s o p e r a t i n g a t l e s s t h a n 2 i n . w . g . ( 5 0 0 P a ) . D u c t t i g h t n e s s t e s t h a s b e e n p e r f o r m e d a n d m e e t s o n e o f t h e f o l l o w i n g t e s t c r i t e r i a : ( 1 ) P o s t c o n s t r u c t i o n l e a k a g e t o o u t d o o r s t e s t : L e s s t h a n o r e q u a l t o 1 0 8 . 0 c f m ( 8 c f m p e r 1 0 0 f t 2 o f c o n d i t i o n e d f l o o r a r e a ) . ( 2 ) P o s t c o n s t r u c t i o n t o t a l l e a k a g e t e s t ( i n c l u d i n g a i r h a n d l e r e n c l o s u r e ) : L e s s t h a n o r e q u a l t o 1 6 2 . 0 c f m ( 1 2 c f m p e r 1 0 0 f t 2 o f c o n d i t i o n e d f l o o r a r e a ) . L i P r o j e c t T i t l e : R A M A K E R J O B R e p o r t d a t e : 0 6 / 2 2 / 1 2 D a t a f i l e n a m e : C : \ U s e r s \ G D L \ D o c u m e n t s \ R E S c h e c k \ R A M A K E R . r c k P a g e 3 o f 5 (3) Rough -in total leakage test woh air handler installed: Less than or equal to 81.0 cfm (F ".fm per 100 ft2 of conditioned floor area). (4) Rough -in total leakage test i. .,ut air handler installed: Less than or equal to 54.0 c, ,4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air - furnace, at least one programmable thermostat is installed to control the primary heating system and has set - points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. D Heat pumps having supplementary electric- resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. LI For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Li Circulating service hot water pipes are insulated to R -2. Li Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: • Heated swimming pools have an on /off heater switch. • Pool heaters operating on natural gas or LPG have an electronic pilot light. • Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. D Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: Li A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: L7 Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: u A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space - conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: RAMAKER JOB Report date: 06/22/12 Data filename: C:\ Users \GDL \Documents \REScheck \RAMAKER.rck Page 4 of 5 Project Title: RAMAKER JOB Report date: 06/22/12 Data filename: C:\ Users \GDL \Documents \REScheck \RAMAKER.rck Page 5 of 5 2009 IECC =:nergy Efficiency Certificate Insulation Rating R -Value Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): 36.00 26.00 38.00 Glass & Door Rating U- Factor SHGC Window Door 0.31 0.29 0.28 0.29 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Comments: Date. CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 1112 1,4 AvA. Location: L Q boa. 1 C> d t.,�, �( r,,-►" � '� _ PIN # `-t' -- 002 (Q - 03 -0 IS NAME &ZUNI V.} 0,M) ADDRESS rr o 2 sets of building plans �vo\ copy of survey showing • ground elevations & flood zone LX 'copy y REScheck or COMcheck _✓ $250 plan deposit TELEPHONE Owner i ! ' t rRgi.,,� 2vr. � ^' A 3/ 7n9 't 2) 32 i-- -2L,41 Architect L \-1,, 9 tS • gtiz.- b,(2 or Engineer ciz. st54. s jip " kL,r.Q +lA .0 r 3% 1 ,1 ClZ 1 st (e7c7 Building Contractor ____-- 975- P 101 Ka ,-,s j b - - F-7(2.,,,., i,,,: L r. (:-LA 313 n 9 (9t) 3z i=7l� s (Check all that apply) [q- -w Construction ❑ Other Details of Project: '-cam ��, lj Residential mgle Family ❑ Duplex ❑ Multi- Family ❑ Commercial Estimated Cost of Construction: $44 q t000 Construction Type I (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: ' i � cam,, 41 �./ lit 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 I # Bedrooms 3 # Bathrooms Lot Area 4 c00 Living space (total sq. ft.) 13T0 # Off - street parking spaces `a Trees located & listed on site plan V6S Access: Driveway 30 (ft.) With culvert? 00 With swale? Setbacks: Front Do' Rear 10' Sides (L) !v l (R) / # Stories a Height dS. - , I , 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. $957,50 During construction: On -site restroom facilities will be provided through L A/J . On -site waste and debris containers will be provided by f kt Construction debris will be disposed by D- S,— by means of Q \\ jf fit' C c . 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: eO -?O — ?-b12_ Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification a -2-7 -FBA Approved rezoning/variance? ----' Street address and number: New l 112 Lau re\ Ave.. Existing - Is it in compliance with City map? Vi2-S If not, has street name and/or number been reported to MPC? NFIP Flood Zone 2 4 FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size 3/4-- c� Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager 350 s4. Q4.. x Coo = 4 35-; coo Value, FEES Permit Inspections Water Tap (n70 Sewer Stub 550 Aid to Const. 1 350 CC Recovery 2o a o I�ra,n 202.570 TOTAL 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: f— Project I.D.: Attachments approved by: Date: 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 Signature of Owner /Contractor 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: 9-9-s" Pte . -e�-` ,,•� Contractor's Name: -'77„7-,..N. ' et," kir_ 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 Owner / Contractor Signature Owner / Contractor Printed Name day of 3vi..k_ STATE ENERGY CODE AFFIDAVIT Location of Work: lived -e, j 4 ELK- t©, /$z L kk. y ? K C1 '}1 IJ \ Owner's Name: - 1 i -t% Address: Contractor's Name: - ---17-;\ I 'y K _ This letter is to confirm the understanding of the owner / contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. 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. Owner's Signature Date I / •"1 ( {. Owner's Printed Name Contractor's Si nature a Contractor's Printed Name to/zo Az Co zxt Date CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT DEPARTMENT P.O. Box 2749 •403 Butler Ave., Tybee Island, GA 31328 Phone (912) 786 -4573 • Fax (912) 786 -9539 Water Tap and Sewer Stub Application Location of work (street address) t)--qty- L £Lt l tLi j plc ,54,5 rN^o e) Contractor ----7;";:M et, Address of contractor a s r --Ri r C 313739 Contact name & telephone number of contractor 91)-- 32(- 7G Ts-- Name of property owner '7T/1N fat,,, ./j.r Mailing address of property owner a'3 p Le Telephone number of property owner e1 I a 2 L if Details of project c nI ice 1•6114...1,_ Residential /Commercial Enter the required number of water taps /meters and the number of sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 3/4" 1" 1 -1/2" 2" 4" 6" 8" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of meters and lines shall be the responsibility of the owner /contractor. Contact the Water /Sewer Department at (912) 786 -4573, extension 122, for line and tie -in locations and for inspections. Contact the C mmunity Development Dep went at ( - , to arrange pick up of a meter. �TsS Ja ci. us ■ 4%-, Per'.+ 1 2 - S O 3 0 It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact (912) 786 -4573, extension 110. Owner si nature I lM d4ktr Owner printed name Contractor signature Contractor printed name Date Date Location of Work: Owner's Name: Address: PERMIT FOR INFRASTRUCTURE ALTERATIONS Contractor's Name: 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 described alteration in accordance with these provisions. Owner's Signature Owner's Printed Name Contractor's Signature Contractor's Printed Name Date Date APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: LAmej i, t, to -c- t-{ 61 6%-- NA-I ? >v s' C- Ntk(z_biv. kiciv Owner's Name:Th.� Address: a'IS fp L Contractor's Name: F Lr&rN 111 CAA - 31.3 9 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. Temporary electrical service will be granted as an aid to complete construction only. It will be granted for a maximum of six months and may be revoked as circumstances dictate. Owner's Signature Owner's Printed Name Contractor's Signature Contractor's Printed Name Witness's Signature an -NcLE? anvvik..3 Witness's Printed Name Date G -zo Date Date (oho/La ALL wiring, service included, must be COPPER. NO aluminum allowed. Means shall be provided to disconnect all conductors from the service - entrance conductors. NEC 230.70 CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work;6 k,R t W g _ l� Owner's Name: je_2rr Address: `) J moo—. L VYVN `,ten Contractor's Name: VAA..44)■., List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company PC F ( aJ ta_c -Cu�t) Address R a {4 N\ 6NA Contact Person 4V 2. Company Address z Contact Person c.), S � VA 3. Company j N bt1x L-. CAA �. �C xp Q,r-F Address Contact Person jR i �✓ Li3soeu 4. Company (A /J v tx)- a ( LAAALeN Address 0 Contact Person 5. Company Address :-P(-2_6-V—L5svas\,46-) '21,00-11 s_ - ors CO.. CA Contact Person Business Type License Number c� Phone Number 40, D10 S 4 C Business Type License Number Phone Number Business Type EtJX31119 License Number Phone Number Business Type License Number Phone Number �+1L1 M a c (el 0111- -l©§PS Business Type License Number Phone Number Attach additional sheets if needed. I2 -o414 DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee island, Georgia 31328 Tel. (912)695-7262 dkdbus(cgmail.com INVOICE July 20, 2012 Invoice#21201901 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 fi ' RE: 1`1-Z Laurel Avenuet �, r 0.25 hours Initial site meeting w/Boswell BY. e 0.50 hours Plan review and comments 0.50 hours Site meeting with DPW, Boswell and GC 0.25 hours Review of revised submittal and concurrence 1.5 hours@$175/hour=$262.50 Total Due This Invoice 'l _ D - 12 a, d di, !2 - Q I Li z D -2oo2 5" DAVIS ENGINEERING,INC. P.O.Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus @gmail.com July 20, 2012 JV ? 2012 JV Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912) 786-9539 RE: *NZ Laurel Avenue, Tybee Island, GA Dear Ms. Otto: I have reviewed the revised submittal from Mark Boswell. As I conclude my plan review services on this project, I advise that I have not attempted to duplicate the work of the Planning Commission or City staff with regard to tree/landscape review, setbacks, density or other zoning or subdivision regulation issues. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that the site construction portion of this plan meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please advise if you have any questions on this review. Sinncceerrely, Downer K. Davis, Jr.,P.E. President 2120190B cc: Dianne Otto From: Dianne Otto Sent: Thursday, July 19, 2012 4:18 PM To: Joe Wilson Cc: dkdbus @gmail.com Subject: FW: FW: tim ramaker letter of response Attachments: RAMAKER-C2-NEW-Model.pdf Hello, Joe. Downer has accepted Mark Boswell's revisions to the 1112 Laurel Avenue drainage plans.Attached is a revised C-2 page. Would you please come sign the plans and permit application if you agree with the plan? Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Dianne Otto Sent: Thursday, July 19, 2012 3:43 PM To: dkdbus @gmail.com Cc: 'Mark Boswell' Subject: FW: FW: tim ramaker letter of response Hi, Downer. Mark signed the attached revised page since you accepted it. Please invoice at your earliest convenience so I can issue the building permit.Thanks. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Mark Boswell [mailto:lahbosPbellsouth.net] Sent: Tuesday, July 17, 2012 4:02 PM To: Downer Davis Cc: Dianne Otto Subject: Re: FW: tim ramaker letter of response revised to 8" per hour and included pdf if this is acceptable, let me know and I'll sign and return hard copy to tybee. Bos From: Downer Davis <dkdbus©agmail.com> To: Mark Boswell <lahbos @bellsouth.net> Sent: Tue, July 17, 2012 8:42:53 AM Subject: Re: FW: tim ramaker letter of response That will be acceptable. However, as i have found that many tables for selecting the roof gutter size as in inches per hour, I will accept that as it may me even easier. You can simply use the 8" for only one hour(which 1 From: Downer Davis <dkdbus©gmail.com> To: Dianne Otto <DottoPcityoftybee.orq> Cc: Iahbos@&bellsouth.net Sent: Mon, July 16, 2012 3:59:26 PM Subject: Re: FW: tim ramaker letter of response 2. Have complied — added numbers to plans for the 25 year storm so that the designer can properly size gutters and downspouts. Above is only comment I could not determine had been satisfied. Mark advised the info was on C-2 and he'd get with me on it late today or in the morning. Downer On Fri, Jul 13, 2012 at 2:04 PM, Dianne Otto <Dotto@cityoftybee.org>wrote: Downer, Attached is Boswell's response letter that goes with the plans that Jerris emailed to you. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Mark Boswell[mailto:lahbos(abellsouth.net] Sent: Friday,July 13,2012 8:56 AM To:Dianne Otto Subject: tim ramaker letter of response 3 OF 4 Ak 7s K APPLICATION FOR LAND DISTURBING PERMIT Applicant i% ,n\, Q A- A- - - Phone Number 3 2-1 - 7 6, A S Applicant's Address Z.1 S P(2-4.- Ar N ( N G— / l-- u.�+�-r� �i3O' l �i Property Owner )-✓••-- Phone Number - Property Owner's Address 5...,,,;-.4..,......._ Plan Prepared By Y"\ P2-$c_ t7 - :-,.._ Project Location l 1 12- 1J Q--- (..-- P VC PIN - 00 2-UP d 3 - C, r s Square Footage of Area © . i c f I hereby certify that I fully understand the provisions of the City of Tybee Island Erosion and Sediment control Ordinance and Program, and accept the responsibility for carrying out the erosion and Sediment Control Plan for the above referenced project as approved by the City of Tybee Island. I further grant the right of entry onto this property, as described above, to the designated personnel of the City of Tybee Island for the purpose of inspecting and monitoring for compliance with the aforesaid Ordinance. )/ .. CEOZ Tie) 1 - _ 1z Applicant's Signature Date * * * * * * * * * * * * * * * * * Project File Number Date of Application D 1- O 5-2. O 2 Permit Effective Date APPROVED Zoning Administrator Date BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS @BELLSO UTH.NET July 13, 2012 JUL 1 2012 Diane Otto Planning and Zoning Department By . . ................. Tybee Island, Georgia Re: Tim Ramaker Project 1112 Laurel Avenue Tybee Island, Georgia Dianne, This letter is in response to review comments. Please find responses to comments as follows : No. _ Response 1. Have complied — as per on site meeting with Joe and Downer, the solution was to drop downspouts out on the pervious drive to help disperse run-off — included in re-submitted revisions. 2. Have complied — added numbers to plans for the 25 year storm so that the designer can properly size gutters and downspouts. 3. N.A. —addressed by planning and zoning. 4. Have complied — met with owner/developer on site with Joe and Downer and explained drainage patterns to the rear were not to be impacted. 5. Have complied — discussed with Joe, Downer and the owner/developer on site. In addition, the 5'vegetated buffer was added to the plans. 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 Dianne Otto From: Mark Boswell [lahbos @bellsouth.net] Sent: Friday, July 06, 2012 12:31 PM To: Downer Davis Cc: Joe Wilson; Dianne Otto Subject: Re: RE: at present, most of the lot is covered with pine straw and sparse wild weeds. From: Downer Davis <dkdbus@gmail.com> To: Joe Wilson <jwilson@cityoftybee.orq> Cc: Dianne Otto <DottoPcityoftybee.orq>; "Iahbos(abellsouth.net" <lahbos@bellsouth.net> Sent: Fri, July 6, 2012 11:41:05 AM Subject: Re: RE: No. Not in the ROW or in rhar lot. And with no formal driveway and the competing tree roots, not much chance I'd establishing a vegetative cover. Sent from my iPhone On Jul 6, 2012, at 10:23 AM, Joe Wilson<jwilson@cityoftybee.org>wrote: I concur. As to run off to the west is that side grassed ? From: Downer Davis [mailto:dkdbus @gmail.com] Sent:Friday,July 06,2012 10:00 AM To: Dianne Otto Cc: lahbos @bellsouth.net;Joe Wilson Subject: RE: 212019 Laurel Avenue Tim Ramaker Diane Otto, I met with Mark at this around a week and a half ago after 5pm one afternoon. Mark's purpose was to show me the grading and drainage challenges. Based on my site observations and Mark's statements, it appears to me that Mark is pursuing a general design concept that should be appropriate. I offer the following comments and look to direction from your office and DPW prior to preparing a final comment or concurrence letter. 1) This lot drains partly south to the rear onto the vacant lot between Gerald's and the restaurant building to the east. The remainder drains to the front. Mark's calculations show a reduced runoff to the vacant lot to the south and an increased runoff to the Laurel R.O.W. This is acceptable as we do not require detention on individual lots of this age. However, the increased runoff may be an increased nuisance to the lot to the west which appears to receive runoff from the Laurel R.O.W. I look to Joe for concurrence or comment on this. 2) Mark has added notes regarding the responsibility of others to size the gutter to handle to runoff from the 25 year storm. While I can understand the practicality of the building designer 1 , . S 79°54-22-E 49.95' P . o qt) 4eLts 4.43- 'le ‘ CUE )- -...+.--■14201.1.■■■■•■■110111•*;■•IIMM ..., ,...... 09 4.4 la 71 TPIT7' 7.79'17 V TPT i 1 LIA II , . (bet mi sb a JUL 0 9 2012 j x f 1 liff 1 I BY- ixb I 20' ESL i _ Icll 1 I icit eb +6- I —t tf-k -c0 c0 Oi 1 03 x x--- ---1 I[ to- 1. I RAVE EXCITORS O. F clet4t) li 6) . V E b 1 .. _,.. . " 0 ...., ._, to . ..._.. . z 1 to _. ••• . .. __ .... 4t. _ . . ._ ...•- _ • .41 b . ,. rri I ih + , .. ...,, .. .__ +tr 0 rx. 4 41, 0 0 LOT 4 , ._ .. - • • _- . •,..,„,,,,, ,0 0 0 1 . „. . . _ ... .. ., ---,..„,,, . I , '''',,,,, ''i-„, , ) LA‘,\Rkj. Nved. III I ,... , _11. . I ....,„„,..., f. _- -..,,,,,_ I I - ---r-i).- ..: gNit- sPer- 1 1/444 -,, , .,.....alirmiiimiliuMMIt X s Ic __:.1..:? Pl■Al C1,-\_ I 1 L......._ .,,ri I 11 ."4"."1011111ftwar_ 4 Alir t It ' . II. ' • i 1 . . ,.,,,,, . . , it- --04 ' ft - ?... . ...... ,. ,, .... /8'' R8F, - - 5/8 RBF . c, / (I 'TA I 1 Pe t.-7S5 Y e -TE1) b to-AR .......4.0.- ......_. ..............„.,.., I *4219'81" i witarage6f, • .t---i`a et w 17\i- 1-1 )( Li 0 sT s „.........„ r.......,_ „ . _ • ,, :,. :.,•:‘,;.;",;;;;.:,.,4:::..;.":,•;;;;; ;:..:,.0,.;•".,,. ',.,',''',....,,'",.,;,:".'' ,..• .:.',, ''''..• ',;-'';,. '.' ;',. ' ".-.,'....,:',.:......:.•..''''.''".•'!..•;'."1.;;- :,•:.:.,:.,:''..',..,.',':' ri'.:...,.:: „ . :';''',"•,•::: ..',::"..:: :. ' :: :,: •.''' '': : '.... ., : ' :.::::•'...','.:.' ' :::::::1''': ,, ,.'.::',,i..','„,',''' '..,,•'-i..,:y,':,.,:fh.,,,,jg..1,,,,.•;::•..1-,',.f.,',,.'',,,',.:. , Ail' " ..:;.,, :, -; ,..,:,,,,..:J.:,';'".•'..'",-..;:,.,,,,,::::,1::::.-;:::.„., ::''''.:.;',;',..,:',1;;;.,,:.... .•,;;.,,'"::.'..',... :::;•••:.::,..,'.':...:::,.*:.,::;::', '...::.:::::,•... .....;....,..,..:;.:•:•:',' :::;' :::".. '....*.."....J..';''.;:::::,...i...,•••.:',:.•:.':. . . i,... ;'''.".:'. . “: '.':•••••.:. ;;'2. . • -L.,',:,..,,..;::,;1..'„,,,,,,,:'',,,',,'.,:.;,,,,,,.•1 ''':::.041:''''::::'.0.,!,':::..,,':',.'..::::-', .,:i•ii,,,..'...,,; .. .•„•,,: :::''.::::''''':';''''''',,..''',i'-'..:.'.,' 1.:',,'''...,/,':',„H.:...:;:,..1 .::-.::.:,, '::.:':'.''',::i.::..';'.:::.''....,.:.,;...:'.i.:1'.1:*:'...:' ':;',,i',.::',.:'::••:::-'.''','' ;':::::: ::.::',;:,'''..•:;.;'..';',-;,:.:::::::: :::::::•...:''.. : ' : ...',.;:..::.,.;:"..*.: :::::-.*:'....•:: . .', ;;,t;,,ict,,,,,,Sio..„;,,;, :,..1.7/59,..,,,,,,,,4,„,,,,,i;:•v;s1.„. .,„ii,,7:',..,:.,:.14;..),,, . ,t+.71.,..!,,,,..:::„.;',,,, . ,., :,,,:.,..,:1 ;::.;'. •i 01.',,.;.....,,,,,......,';'...-• .....,'::',./..,,.•,... .. ,:..' ,''',..• :',..' ': . . , .":',.,,;:,''..“.p....., , ',...,,,:';', ....: . . 7110k:','.01,i0r..,;4):::',1,,:t4;,...'i,'.';;;;;:oZy,"::.11;,..:4).1 '". ' ; .',4r.".:'"1 -"...1:.,' . .:.. .,. .., :...,.:.,,.*:, 1 . ,:..:...•., ':...'' :.... .:.::.,<'.:".'..":::‘ .."''.;',+. '''.:.'.. ::..:....' f. : ' t.' •.'''''...'..:'.:.i.::: : ....•.:',. . . - ':.......:;.,..:', ..,''.;;iii'.)R.fr'tf;4,:t11,iii.,44,7".+;:ji'Clutreg '44'4,C?'4:ifkI1+.'it.";"..7,",lv'i :‘'.''. ::''' ,:.." ;!.Ail ..:A;.;',..',;„;;,.;.;,,,; (;!1:.i....i,c;::;./...:-i.,,;;;'...,. .,:i..:';71 1;.‘ ;,r%.,.;::!; .....,,'‘...... . 1..,....:,...',..*::.*...i)/i. %.,.'it.:1:,,7,,.),,,:-.::•:;.i. e::.:.:J:::::',:..:1:::;.;.;.',; '.:,'::.1",...::::.::::::; :z.,:. ...',..'!..:•......i.:„,.....:.:,............1.,:, „.. ,,.' ,, , .,i...,•.•.',.:,,,,•.:',......:,...;...:..,....:-''.:;',..,'',..,..,:r. .,t... , 0 , . li ... ,. ,..0... .a.-.1„:•.. 11 ' 3 --t) .4.. 1 i,k,`,, • . V ' '').1',.,: 1,4 , 5. p ..... q-7"°., -, 5 N 10•0941"E 89,861 1.-------"1. en_ . ° °DEN FENE,...__x_x I , ri r?1— f. i I X X X X X............ Me alat NifiaMararialaiMa NM aND 1111111trb I1111111111111 IIID IMO 1104111111111111•11111111111 MI IMO IIIIIIIMIIIINNNIIMIIIIIIIIII MN MO 411,1111111111111111•MINP Ole OM 1.1.111111.111.1.111.1.=Win '77 mp, I , 4 1 .:• - - '-- 4A ' P - - , .., : ! ,,,,,-- . rr, . , .., t,......,.. I 1 ',A.1 : k 1 , :L.,.'.... ,,,,,,), 040_ ,...;::::.* IL , .,',.:, 10° ESL r...... -,.-.. ; ..........,,,.....4;......441 , , .......t +Id. ' . A. — ■ . ' '••••• P;>" 1 . . •49 -"C ' , : , li 01 ' 1 '■. ; ' 9) -1> ' ..,;,.., . . V. „ I ...1 tau' ,. S glifb RI 7V-■ ' +as' s' ill ' -C.'''' '-'1 '‘1 '''•:, \ ,Te LA —1 • , - '•-• '‘,.., - tti ,....... .• . t $. c_.-- 4 143 BSL ---.1. • ' et, 4b 41, 1, 1.....Z • 4. r sia.A S P : +d RAVE , _..._ .._ x..........,x,.............. .. 1.1.11........... .....323111ILLx—x—x-----x , ....___,....,..!....■urtrairarnsfienTergrae.in osiiipPrimmerteme.filperame_i all imirrmalr— so' ow ow, — —iiiwat...._ .......... 6 . ., P .e .0 HOUSE ,178'69 Alt,49,00.0T ::•.:,,;',.';::,,..,.',; iii:,.,2'...C:',: ' ' drt(f"l ;d4 rd p c • , r.�74f7`a 4'7 1i. ,,`� 1'c ? .• f: (PFl A,4z4d. '. '-,+++ "'., ii .,.$�.�, .,e�17 (;ri�`�tl)�,rr r<..,�•a;..1,,s4 n{e .VIte4U'.G1,�.:,r�r AR��a�T4 t{uy+` r .. .. i;.;,i ,y. � c I.) ; A. „sir 7v- ar t Ii.X(°• .,A.v ...a ,.v ;••,, r ∎. .. ,.. ..,. .∎• � ,.• a b. A i, x �:;t. • �' '. y N 10.0• ' 7 `ti �,ODEN FENCE lIx _ x x x x x �� x x rr�rrr `wwrr.. _ ' c� , '' y; z lop a m -� ', .-.4c-c_11.._____ -..---.:-- .; .., ,, 1 . . —„ sc----- €--- ._..._._. c„. , r, , _____. ,,,„ „ ...., .. , , .3 —f___ \N.) { r �N • .'''' ' , . , 0 +6 0 11 "- ' 6.... .. .. N ot r LA Ktit I MI p p • rrtV. 10' -3 • S t I • • nl �� �, ,$ :; , Q ,. EAVE �, • HOUSE •$ ��' '�'�--�---�t ��1VG� ..._...,` o� 1''8168 14,49100e0T • IO. J V C DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Tim Ramaker 1112 Laurel Avenue Tybee Island, Georgia FOR Tim Ramaker 275 Proman Lane Fleming, Georgia 31309 July, 2012 =,_ O R o 1�`$\\ BO ti! BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAHBOS @BELLSQurH.AlL RcpORT HYDROLOGY REPORT For The New Residence 1112 Laurel 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 and grading. The total site is approximately 0.10 acres with the new project being approximately 0.08 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. The existing drainage area consists of 0.10 acres and drains predominantly to the south east corner of the site (towards Highway 80). The existing storm water run-off volume currently leaving the site will be the maximum allowed to impact any adjacent properties during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site is divided into three drainage areas (N-DA-1,N-DA-2 and N-DA-3). N-DA-1 consists of 0.035 acres and will drain north towards the Laurel Avenue right of way. N-DA-2 also contains 0.035 acres and also drains north to the Laurel Avenue right of way. New drainage areas 1 and 2 are to be directed to the north by directing all new roof run-off to gutters and downspouts and by utilizing swales to the north which prevents any increased run-off to adjacent properties. N-DA-3 contains 0.03 acres and will be pervious. This drainage area will continue to drain to the south east corner. 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 = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE-DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff,which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR E-DA 1 0. 14 0. 16 0. 17 0. 19 0.20 0.21 ALLOWED TO THE 0. 14 0. 16 0. 17 0. 19 0.20 0.21 SOUTH N-DA-1 0. 17 0. 19 0.21 0.23 0.25 0.27 N-DA 2 0. 17 0. 19 0. 19 0.23 0.25 0.27 N-DA 3 0.04 0.05 0.05 0.06 0.06 0.06 TOTAL NEW 0.38 0.44 0.46 0.52 0.57 0.60 RUN-OFF NEW RUN- OFF TO THE 0.04 0.05 0.05 0.06 0.06 0.06 SOUTH TOTAL INCREASE IN 0.24 0.28 0.29 0.33 0.37 0.39 RUN-OFF DgAIN 01-1113ITs LAUREL AVENUE 60' R/W y I,o9� EDGE OF PAVING 19. E IN 15" PINE ------7--___ ELEV 9.62 ....___ 4 % NAVD 1988 , S 79°54'22 E \ 9,95 1 0 K ----—i--- cm—i--1------tt--,(0 -"' -----..b ---0?-1-I—4A:.i . --— 150' 1 `.� ° � tj III ` is \ LOT 4 I i 1.•I I ROCK DRIVEWAY I IIXo i x I z � 1 • m I 20' BSL i „9 � 4i i 1 9i 1 x,i e ‘ + x�9 1 I I III Ii � I�i —x—x i OT 3 m� 1 1 J SAVE ENCR∎ACHES C� ' "a LOT 5 I 6 ct00 ,,I f I I m R iI o W x l o� °o ci l I I HVAC , J m - fi w I j MIN SL ` b M 0 zxl I II x I1 1 i, � 1 1 1 e'"ty x 2 +9. } 1 II + 0'4 NI I • III I , I I I i1 i 1O' BSL A`' i III i I o by ... ` 1 ° Isl x 1 /� 9....�► i.o' o A 1) o N 79°48'58 VP 50.17' 5/8" RBF 1 1 1 1 I LOT 13 I „, .- 0.35LOPUERR '2> C9 4' A VATtrz - ,, 60' txr,G RAr ., -,/ ” -.....,.. ../.- -„,......../...,....:. Ars :. i,, 160, P, , a 1.b . ' ------- ---- , f , N i . 6.4' z't " `41-k , Ir , att‘q-c3 lik . firry, d'N 15,, 1, ,c,,,,Pwvilliiice . 0 ,vAiri) zo74 hvz i 1,2.00,\___ - _...., I, g . 0 00 P eAc IA* 1V-DA_ I t 0 est, . / --"-8 t'• 1 p_ .-02, / —0 0 IC , ...,VeRti r,o• /54c / i & " • ------/ .2. '935 ACIe IPP' ..< .----7 ' g or a **----.- I -, ./" />.2.- I , C7 c- it ---<,-2-.-->.':% . ---%'-.-•%;‹ 7 .° i.g. - ....----..----.---.--- .:----...-----.>-_,-.--- .fa :r..7 ., 4, 1 0 4 ...•>/''''...,>■< ...•"''>%'''>"- . . . „ • ' .■>'' '' ./i<4 1,j":"<.- 04 g i '' '''?... .'• '''' ' ." .:' .'. *.' 4,1114.111110. 1 ■>'> - 5--- --- /*'.. '..■?2....>"...' ...•"< '''', . 2'.,:' ,'<>:. ....''''. ../<:<.;< .; ,:''''.. ./'.'' .e/<>:'>' .*4 iL4 C? LOT 6 1471: .//,././. .. <.,>'>'',./''41 .:<//./' ./"./.>"->"" .. cn /.../'/"..>',,l< >;>"-...-,-i<;< i , 14 lit t2 r IN *■ 2 - '/' .:>/'.- ::- -.- /"%> co X, „---:-<----->:-.". .....!-!--":< co A i 2->"-:-<>' /;!.//./' Is <-- <!..>-'./'..- -- >%<-, -.* ,04..‘' If.. 0 >'.', '''',--<,'''%'".- ,> /"'.../'...,-<' ).'".< .,-. :/"- .--/-:-/"..- , -,a...<:. -- *;,-....',---"" , ,r 11: tx-----°x -dr. • 1- -.'1 -'<---. : ie .......„...iitir ° ' 414Arel?041 I, / 0 Ai 1C11:413 61F 681,-.7** 50.11,11.** - zr-81".•■ LOT 13 t t I Gw GA, CUL-NT'ONS CHERYL MATLOCK - NEW RESIDENCE ---CW CALCULATIONS E-DA-1 -CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC. PERVIOUS AREA = 0.10 AC TOTAL = 0.10 AC (0.95x0.0) + (0.25x0.10)70.10 = 0.25 N-DA-1 -CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.002 AC. PERVIOUS AREA = 0.015 AC TOTAL = 0.035 AC (0.95x0.002 ) + (0.25x .015) / 0.035 = 0.89 N-DA-2-CW POS/-DEVELOPED FACTOR IMPERVIOUS AREA = 0.002 AC. PERVIOUS AREA = 0.0'I 5 AC TOTAL = 0.035 AC (0.95x0.002 ) + (0.25x.015) / .0.035 = 0.89 N-DA-3-CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.0 AC. PERVIOUS AREA = 0.03 AC TOTAL = 0.03 AC (0.95x0.0) + (0.25x .03 ) / 0.03 = 0.25 EXISTING HRoGpS � � $ 1 2 3 4 5 6 Project: TR-LAUREL-E-HYDRO.GPW IDF: SAVANNAH.IDF 6 hyd's 07-02-2012 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.14 1 5 5,882 2 — --- --- TIM RAMAKER-EDA-2- 2 Rational 0.16 1 5 6,746 5 --- -- ---- TIM RAMAKER-EDA-5- 3 Rational 0.17 1 5 7,341 10 — --- — TIM RAMAKER-EDA-10 4 Rational 0.19 1 5 8,098 25 -- ---- -- TIM RAMAKER-EDA-25 5 Rational 0.20 1 5 8,745 50 ---- ----- — TIM RAMAKER-EDA-50 6 Rational 0.21 1 5 9,286 100 -- --- — TIM RAMAKER-EDA-10 Proj. file: TR-LAUREL-E-HYDRO GRIM file: SAVANNAH.IDF Run date: 07-02-2012 Hydrograph Plot English Hyd. No. 1 TIM RAMAKER-EDA-2-YEAR Hydrograph type = Rational Peak discharge = 0.14 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 5.45 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=5,882 cult 1 - Rational - 2Yr - Qp = 0.14 cfs 0.15 -- 0.10 — C� a 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 TIM RAMAKER-EDA-5-YEAR Hydrograph type = Rational Peak discharge = 0.16 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.25 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=6,746 cuft 2 - Rational - 5 Yr - Qp = 0.16 cfs 0.20 0.15 0.10 — - 0.05 0.00 1 0 5 10 15 20 25 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 TIM RAMAKER-EDA-10-YEAR Hydrograph type = Rational Peak discharge = 0.17 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.80 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=7,341 cuft 3 - Rational - 10 Yr - Qp = 0.17 cfs 0.20 0.151 CI) Cr 0.10 0.05 0.00 I 0 5 10 15 20 25 Time (hrs) Hyd. 3 Hydrograph Plot English Hyd. No. 4 TIM RAMAKER-EDA-25-YEAR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=8,098 cult 4 - Rational - 25 Yr - Qp = 0.19 cfs 0.20 0.15 cn 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 4 Hydrograph Plot English Hyd. No. 5 TIM RAMAKER-EDA-50-YEAR Hydrograph type = Rational Peak discharge = 0.20 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 8.10 in Time of conc. (Tc) = 5 min i-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=8,745 cuft 5 - Rational - 50 Yr - Qp = 0.20 cfs 0.25— 0.20 co 0.15- – - Cl 0.10 { 0.05 ' 0.00 i 0 5 10 15 20 25 Time (hrs) Hyd. 5 Hydrograph Plot English Hyd. No. 6 TIM RAMAKER-EDA-100-YEAR Hydrograph type = Rational Peak discharge = 0.21 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 8.60 in Time of conc. (Tc) = 5 min 1-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=9,286 cult 6 - Rational - 100 Yr - Qp = 0.21 cfs 0.25 0.20 . 0.15 a 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 6 Ni ITYDgpGRAPHs 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 Project TR-LAUREL-N-HYDR4.GP 1DF: SAVANNAH.tDF 30 hyd's 07-02-232 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.17 1 5 7,329 2 — -- — TIM RAMAKER-NDA-1- 2 Rational 0.17 1 5 7,329 2 — --- — TIM RAMAKER-NDA-2- 3 Rational 0.04 1 5 1,765 2 — --- — TIM RAMAKER-NDA-3- 4 Combine 0.34 1 5 14,659 2 1 +2 -- -- 5 Combine 0.38 1 5 16,424 2 3+4 -- — 6 Rational 0.19 1 5 8,405 5 --- — -- TIM RAMAKER-NDA-1- 7 Rational 0.19 1 5 8,405 5 — -- — TIM RAMAKER-NDA-2- 8 Rational 0.05 1 5 2,024 5 — — -- TIM RAMAKER-NDA-3- 9 Combine 0.39 1 5 16,810 5 6+7 ----- — 10 Combine 0.44 1 5 18,833 5 8+9 --- ------ 11 Rational 0.21 1 5 9,147 10 — --- -- TIM RAMAKER-NDA-1- 12 Rational 0.19 1 5 8,405 5 — -- — TIM RAMAKER-NDA-2- 13 Rational 0.05 1 5 2,202 10 — — ----- TIM RAMAKER-NDA-3- 14 Combine 0.41 1 5 17,552 10 11 +12 -- — 15 Combine 0.46 1 5 19,755 10 13+14 — --- 16 Rational 0.23 1 5 10,090 25 — -- — TIM RAMAKER-NDA-1- 17 Rational 0.23 1 5 10,090 25 — -- — TIM RAMAKER-NDA-2- 18 Rational 0.06 1 5 2,429 25 -- — — TIM RAMAKER-NDA-3- 19 Combine 0.47 1 5 20,179 25 16+17 — — 20 Combine 0.52 1 5 22,608 25 18+19 --- — 21 Rational 0.25 1 5 10,896 50 — ----- -- TIM RAMAKER-NDA-1- 22 Rational 0.25 1 5 10,896 50 — — -- TIM RAMAKER-NDA-2- 23 Rational 0.06 1 5 2,623 50 --- -- — TIM RAMAKER-NDA-3- 24 Combine 0.50 1 5 21,792 50 21 +22 --- --- 25 Combine 0.57 1 5 24,415 50 23+24 -- 26 Rational 0.27 1 5 11,570 100 -- -- -- TIM RAMAKER-NDA-1- 27 Rational 0.27 1 5 11,570 100 --- -- -- TIM RAMAKER-NDA-2- 28 Rational 0.0-5 ) 1 5 2,786 100 -- --- -- TIM RAMAKER-NDA-3- 29 Combine 0.54 1 5 23,140 100 26+27 ----- — 30 Combine 0.60 1 5 25,926 100 28+29 -- -- Proj. file: TR-LAUREL-N-HYDRO.GIf file: SAVANNAH.IDF Run date: 07-02-2012 Hydrograph Plot English Hyd. No. I TIM RAMAKER-NDA-1-2-YEAR Hydrograph type = Rational Peak discharge = 0.17 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 5.45 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=7,329 cuft 1 - Rational - 2 Yr - Qp = 0.17 cfs 0.20 — 0.15 - en CY 0.10 0.0511 0.00 6 0 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 TIM RAMAKER-NDA-2-2-YEAR Hydrograph type = Rational Peak discharge = 0.17 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 5.45 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=7,329 cuft 2 - Rational - 2Yr - Qp = 0.17 cfs 0.20 0.15 ' ' — - 4- c.) 0.10 to 0.05 0.00 5 10 15 20 25 Time (hrs) Hyd. 2 Hydrograph Plot English Hyd. No. 3 TIM RAMAKER-NDA-3-2-YEAR Hydrograph type = Rational Peak discharge = 0.04 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.25 Intensity = 5.45 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=1,765 cuft • 3 - Rational - 2 Yr - Qp = 0.04 cfs 0.05 0.04 n 0.03 0 a 0.02 '1 it 0.01 !' is 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 3 EngCtisn xap1, plot 0 34��s t'►Ydr°g atge , ,� ,min ��tsch 4 peme`nt �ryd_N©_, 2 �1d.NO• 2nd �n�1© �4>659 at N 7 C0���,ne 'Cota�v°fume Pe cs o raPh ry 2 N1 tStov g re4uencl o r 1 s st�pow hyd.N 3 �{s ,NO. . Cep ' a' A, . combine 2 \ 4 0. OIIIIIIIIIIII `,. 0 :111.112 N Ci a 20 11111111 1111111 \ 0,1 15 1 IIPIPIII■10 \' 0 5 Time Ors) Nyd' 4 0 d 2 ,�/ \ i �yd. 1 �� /`J Hydrograph Plot English Hyd. No. 5 Peak discharge = 0.38 cfs type = Combine Pak interval = 1 min Hydrograph = 2 yrs Storm frequency 1st inflow hyd. No. = 3 2nd inflow hyd. No.= 4 Total Volume=16,424 cuff \ ______—______ gi 544- Combine - 2 Yr - Qp = 0.38 cfs — Q4 1 0.3 -- \ u) u 02 \ a lim0.1 iimmumminimmi iTilltillahls-- ..__0.0 2 0 5 10 Time (hrs) 15 20 5 Hyd 3 Hyd. 4 / Hyd. 5 i 1 Hydrograph Plot English Hyd. No. 6 TIM RAMAKER-NDA-1-5-YEAR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 625 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=8,405 cult 6 - Rational - 5Yr - Qp = 0.19 cfs 0.20 0.15 co • 0.10 ' 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 6 Hydrograph Plot English Hyd. No. 7 TIM RAMAKER-NDA-2-5-YEAR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 6.25 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=8,405 cuft 7 - Rational - 5Yr - Qp = 0.19 cfs 0.20 { 0.15 1 - CY 0 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 7 Hydrograph Plot English Hyd. No. 8 TIM RAMAKER-NDA-3-5-YEAR Hydrograph type = Rational Peak discharge = 0.05 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.25 Intensity = 6.25 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=2,024 cult 8 - Rational - 5 Yr - Qp = 0.05 cfs 0.05 0.04 — 0.03 'I v CY 0.02 - 0.01 0.00 ` 0 5 10 15 20 25 Time (hrs) Hyd. 8 �n9��sh pro cagraph : °391:111 s ��� age � � Pi.2 9 �(‘m . {ia�by e-A6,$Ao cud d. No. Znd in �ota�Vatun' Ny G°mb�ne h type 5 Ifs Nydc°gcap Uen°y � � s�°�,{C�ny���'°" 1st`°�°w ,39 ��� °' 5�t - OP . 0 Goa�ne 9 - m o.& 011.11101 Oli 0.S ' ogi v o2 CS 25 2d 0.A 411111 \ 14 , \ . \ 0.0 o 5 ime (hcs) Nyd 9 / Nyd�6 Hydrograph Plot English Hyd. No. 10 Hydrograph type = Combine Peak discharge = 0.44 cfs Storm frequency = 5 yrs Time interval = 1 min 1st inflow hyd. No. = 8 2nd inflow hyd. No.= 9 Total Volume=18,833 cuft 10 - Combine - 5 Yr - Qp = 0.44 cfs 0.5 --- i 0.4 0.3 l' 0.2 ' I 0.1 - I 00 0 5 10 15 20 25 Time (hrs) Hyd. 8 Hyd. 9 Hyd. 10 Hydrograph Plot English Hyd. No. 11 TIM RAMAKER-NDA-1-10-YEAR Hydrograph type = Rational Peak discharge = 0.21 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 6.80 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=9,147 cult 11 - Rational - 10 Yr - Qp = 0.21 cfs 0.25 0.20- 0.15 o 0.10- 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 11 Hydrograph Plot English Hyd. No. 12 TIM RAMAKER-NDA-2-10-YEAR Hydrograph type = Rational Peak discharge = 0.19 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 6.25 in Time of conc. (TO = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=8,405 tuft I - — 12 - Rational - 5 Yr - Qp = 0.19 cfs 0.20 0.15 — — CO 0 10 0.05 0.00 0 5 10 15 20 25 Time (hrs) 44 Hyd. 12 ! -- I Hydrograph Plot English Hyd. No. 13 TIM RAMAKER-NDA-3-10-YEAR Hydrograph type = Rational Peak discharge = 0.05 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.25 Intensity = 6.80 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=2,202 cuft 13 - Rational - 10 Yr - Qp = 0.05 cfs • 0.06 0.05 0.04 0.03 0.02 0.01 'I — 0.00 o - I 5 10 15 20 25 Time (hrs) Hyd. 13 4 MEnglish rapt piot ��©(� �:AA. 1 cfs arge �,�n ak d�sch N 2 NQ• 14 P me��1°w hyd•N .,7,����'� ma. ' Combine 2nd Tflr����"um raPh type : 10 yrs mdroga - 1 S�Orrn w hyd•No- 1 1st in�10 _ ap Os c0•4i s 4 • Combine 0.2 - 2.0 00 15 10 p 5 -erne Ors) Nyd1A, 0 Nyd. 12 ,! Nyd " - Hydrograph Plot English Hyd. No. 15 Hydrograph type = Combine Peak discharge = 0.46 cfs Storm frequency = 10 yrs Time interval = 1 min 1st inflow hyd. No. = 13 2nd inflow hyd. No.= 14 Total Volume=19,755 cuft 15 - Combine - 10 Yr - Qp = 0.46 cfs 0.5 0.4 n 0.3 0.2 ;j 1 i' 0.1 ,' 0.0 0 5 10 15 20 25 Time (hrs) Hyd. 13 Hyd. 14 Hyd. 15 Hydrograph Plot English Hyd. No. 16 TIM RAMAKER-NDA-1-25-YEAR Hydrograph type = Rational Peak discharge = 0.23 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=10,090 cuft 16 - Rational - 25 Yr - Qp = 0.23 cfs 0.25 0.20 co 0.15 0 0.10 - i 0.05 0.00 - 0 5 10 15 20 25 Time (hrs) Hyd. 16 Hydrograph Plot English Hyd. No. 17 TIM RAMAKER-NDA-2-25-YEAR Hydrograph type = Rational Peak discharge = 0.23 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=10,090 cuft 17 - Rational - 25 Yr - Qp = 0.23 cfs 0.25 0.20 0 0.15 - — v a 0.10 0.05 - 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 17 Hydrograph Plot English Hyd. No. 18 TIM RAMAKER-NDA-3-25-YEAR Hydrograph type = Rational Peak discharge = 0.06 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=2,429 cuft 18 - Rational - 25 Yr - Qp = 0.06 cfs 0.06- - 0.05 0.0411 0.03 ' 0.02 0.01 0.00 - 0 5 10 15 20 25 Time (hrs) Hyd. 18 EngC�sh VW C No. 1 9 Nyaa9ap r a pe , 2 ts P N°' 1 Z stocrOceA uency � .. 6 y 2A-4 h*d' 1st iniiow y 'N -Vaal V \100\e=-- 20,0 alit Z CS one -261c 05 IIIIIIII 11111i1011111111 0� t N ° IrillaW CS 0.2'` YiPli'' 25 20 0 1 15 i 10 19 0 5 IiMe Vs) / ‘mo. 0. 0 NYd Al d N`1d16 Hydrograph Plot English Hyd. No. 20 Hydrograph type = Combine Peak discharge = 0.52 cfs Storm frequency = 25 yrs Time interval = 1 min 1st inflow hyd. No. = 18 2nd inflow hyd. No.= 19 Total Volume=22,608 cuft 20 - Combine - 25 Yr - Qp = 0.52 cfs 0.6- 0.5y 0.4 t co 4- 0.3 a { 02 � 0.1- 0.0 ., 0 5 10 15 20 25 Time (hrs) Hyd. 18 Hyd. 19 Hyd. 20 1 • Hydrograph Plot English Hyd. No. 21 TIM RAMAKER-NDA-1-50-YEAR Hydrograph type = Rational Peak discharge = 0.25 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 8.10 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=10,896 cuft 21 - Rational - 50 Yr - Qp = 0.25 cfs 0.30 � 0.25 0.20 rn 0.15— - - 0.10- 1 0.05 0.00 I 0 5 10 15 20 25 Time (hrs) Hyd. 21 Hydrograph Plot English Hyd. No. 22 TIM RAMAKER-NDA-2-50-YEAR Hydrograph type = Rational Peak discharge = 0.25 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 8.10 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=10,896 cuft 22 - Rational - 50 Yr - Qp = 0.25 cfs 0.30— 0.25 0.20 , a 0.15 ; 0.10 0.05 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 22 Hydrograph Plot English Hyd. No. 23 TIM RAMAKER-NDA-3-50-YEAR Hydrograph type = Rational Peak discharge = 0.06 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.25 Intensity = 8.10 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=2,623 cult 23 - Rational - 50 Yr - Qp = 0,06 cfs 0.08— - — 0.06 - CJ 0.04- 0.02 1, - - I 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 23 ,d � �a��' c , 0 50 Os t,�y�►r g arge ` ,� trim !�disch 4 Poe ant w a\ A 140 22 �2�g J d= 4. Z e `./Id Itlik �o `vpiurne �ombin h type , 50 Its Storm{a queriG. a• - 2A Stec flowhy�•N �St�n 0.50 cis _ 0 Iv - 0111.- iiii Gob'ne o.6 fl•5 immow.., iiiiiii,ir 04 .1110plia \ 0 03 10 C3 25 �, 0•� 20 15 \ o� ,ifl 5 e �rrsl Hyd•24 fl 0'fl -�,�` 22 / Hy Hyd•2A Hydrograph Plot English Hyd. No. 25 Hydrograph type = Combine Peak discharge = 0.57 cfs Storm frequency = 50 yrs Time interval = 1 min 1st inflow hyd. No. = 23 2nd inflow hyd. No.= 24 Total Volume=24,415 cuft 25 - Combine - 50Yr - Qp = 0.57cfs 0.6 0.5 0.4 Cfi 0.3 U 0.2 0.1 0.0 " - 0 5 10 15 20 25 Time (hrs) Hyd. 23 ' Hyd. 24 Hyd. 25 Hydrograph Plot English Hyd. No. 26 TIM RAMAKER-NDA-1-100-YEAR Hydrograph type = Rational Peak discharge = 0.27 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=11,570 cult 26 - Rational - 100 Yr - Qp = 0.27 cfs 0.30- 0.25 — 0.15- H 0.104 0.05 _1 0.00 D' 0 5 10 15 20 25 Time (hrs) Hyd. 26 Hydrograph Plot English Hyd. No. 27 TIM RAMAKER-NDA-2-100-YEAR Hydrograph type = Rational Peak discharge = 0.27 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.89 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=11,570 cuft 27 - Rational - 100 Yr - Qp = 0.27 cfs 0.30 0.25---- 0.20--1 - 0.15 0.10 - 0.05- -- 0.00 0 5 10 15 20 25 Time (hrs) � - ---------- ------- Hyd. 27 Hydrograph Plot English Hyd. No. 28 TIM RAMAKER-NDA-3-100-YEAR Hydrograph type = Rational Peak discharge = 0.06 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.0 ac Runoff coeff. = 0.25 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 287 Total Volume=2,786 cult 28 - Rational - 100 Yr - Qp = 0.06 cfs 0.08 — 0.06 - L a 0.04 `� -� I 0.021 0.00 0 5 10 15 20 25 Time (hrs) Hyd. 28 tyd r o J r a b Pk ot E n 9 N d•Na• 29 e � raV e N\ldf°ga h yp Op ycs 'Peak.dxs°raa9 e -- 0A54 Gds Akrae 230 m StOrrn ce�enol = 26 2nd t{kO 10,010N\-0-N°. CpkavQu<"e ,V,A40 cut.Go��Ine 29 ' p,6 11. 05 p4 03 \ co CS 25 02;\ 20 014,� ' S AO Vs) Nyd 2 0.0 0 Nyd.Z-1 ,� 26 � / �y� Hydrograph Plot English Hyd. No. 30 Hydrograph type = Combine Peak discharge = 0.60 cfs Storm frequency = 100 yrs Time interval = 1 min 1st inflow hyd. No. = 28 2nd inflow hyd. No.= 29 Total Volume=25,926 cuft 30 - Combine - 100 Yr - Qp = 0.60 cfs 0.8 - - - 0.6 C1 0.4 f 0.2 uni 0.0 MUM 0 5 10 15 20 25 Time (hrs) -;' Hyd. 28 Hyd. 29 Hyd. 30 APPS N� S�GIS I Page 1 of 1 ---- — ---- , ,--- _----- cl, , , !AV= t 4 .' . , . 4 _. 1 - • "*.'. f '-5.6-.-.1-'-r.--•---.--- ..- , .. r ' 1 01, '''. '547----i--b-a-- - _ . 'Z.?. i . i _t. 1 -16 i .,_ , 1 1 I 5o -, , ' t-r) , . r 1 1 L ' 1 I t f I 9 1 2) 1 21 ) 22 ) i• ' , . 1 } 1 ,4 i 1 1 4 i I 1,1 .._ : :::: , .__:::-i- -2-- t 1 ' 1 Z..4.; /l' , r , i I '' ■ L --_.______.___I :••.:3• cr• ;.- ,:7•:,7,---r---5- ---2.--- . -1- I f 1--...— / Cs, t's i I • I 1 75 , ;10 I ■ ....". I 3 ; , li f i--;' '''' 1 r 12 '... ;I ,, •, i L.._ I, a..4 I.11 ,7.-- 1 ,:, i., 1_ ,,.. , 4, -,43 _i r, ; 1 '---------, ,—:-_________, . '----- -L ; . 1----,t , t.7 , _ -----J.-—- _-.1_,:i:II .__j ._ --.. ---_ - - ... .,. _ ....1 7---,.•- - • .•••r,.----., 1 , r , •-:---- _____- .__. I 1 i ) - •--. 50.• i I 1 A . 1 t i.7: f , ■. i 1 • :•••■ / .7`. . •' ,,,:,;,;. Fiiii, i'1 5:;''', 14 - ' :: —) 1 1 , ...,. `,------- [-----.(--_-,-____I i ■ i : I • .--1 ' n3 5'2 ir . "'I- I , 0 r , '1 I f ' 7. 1 'Fs iZei F*- _ ' t,A) ----' ; t"-' 22 L -I 50 LI i ....1 15`.) I ; •-•-•• ."--z-:-.--4 1 I , ii:: .'.. ..V..3'••:- L• 1_.' s r!I 13 t IV':A V 4;•4 _. ----- c----, 1 2-..:.• 1 1 f ...:-. r - 1 ) 124 ' 2 dl ;Z:Li .. , I 2t- i ( 1 F: :q1„. 1 -i• i 1 _„. t.- z____j f , —01 cn I 415. I ; ... r_' 6: :-.-- 1.--,. I r- •:s 1,- .-- i".2 +1.---,S.,II1 "--, I ' ,-,3 _ 8 7 t-) t-I ,c; ..-i '.. , ..- 1 CI ,..-''' I 1 - • ! 1,-, Crk: I- i t v-r i T , 1 I , , 5 2 2 ,-,,--- , f_ i-..----1 I I 3 i 1 l e —i i 11 • 11.10 f I 1 • , ■ I- 2 0 SALT i.AGC3ON ' x i 0, I trn 1 I ,, 1.__ • I http://maps.binarybus.net/WebServices/Printing/temp/export_4f9c8859b5a645f48a44b1a2... 6/25/2012 F -A .;41 ftet. FLOOD H' '°f 'RDI MAP SCALE 1 =500' _ ZO .` IS NOT SHOWN •250 ' 0 500 1000 •' ZONE VE IN AREAS OUTS! H r� F---{ I FEET «�+ ' JR •ZONE VE„ (EL 17) CHATHAM COU `_..., METE- r ZONE"V .�, +4K�' r ;ZON_E VE , +! '(E 14)'s 4.-4.•:°.4.•.'h7.,• ':' ' '�' •' °L G _ WO,�D,S '.(EL 15) r1J' m" rm'i :; 3 . . .' ` '°° - 1 �` �h ,JIILI�! PANEL 0213F � • _ • . OZONE AE c,ll., J JIII ZON (-1\t e .i •. S: . ,'"'.,. , t;r„ Y (EL 15) 1111111 (EL 14) ,• •', sy+;.•K.".•.ia; -,JIt.. ` y.a • tl.•••• °i.. , REEZZ.,•y •,•.ZONE•AE �'•,Y:•, ,;:::; ;;_:••.•.o.;.:° ;=-7-.., FIRM S 1• Y•� Y ° • •• J� tiq -;y; .i,1. �'�••e14`:YM•d's1 I'1 ,` ` ';�.�, ,;e«,�� .1.;. 'T ,�,�;,• EL�13 ► : . ..¢ :°.•. ar,e,, foal FLOOD INSURANCE RATE MAP , y , fir•• . . . .i. s f > •a er, ••Y aK1. •` .. ..••• °sY;•;`4 ,,,: .14.•:.• •: •/;• . .':`.•. • ° • �,•_i CHATHAM COUNTY,• r* m;:"::.ii;: ,.:.••° „° :."4--k :" ' , :r • •t°.°. •yo• 4.••".••• :,4 ...t.:1."....,..-4**....-......,' .fi. n' GEORGIA :�° GAP,ITAINS•VIEW;RD�;' .p Z *•`i ','' ' ' jt,; •' hs'• 0_•,0,� ;y O�VE AE , II AND INCORPORATED AREAS . ,,'. VtAte.f. •:,.4•', ° •:R.;: ;It:. .: ,•*. : •: . .k iii. 'ill; PANEL 213 OF 455•at� ,•: °tY.°• w : .9r.•••••••( h4s''.4' '•..° rAti f.•+N .' "� .117/:-;.-." ;III. (SEE MAP INDEX FOR FIRM PANEL LAYOUT) • •9I CONTAINS; �•' . '; , ,. .•.°. �^ y° �(' •, ti•w, pup. _ P`I - _ •• •.t• GJ°G . m,, COMMUNITY NUMBER PANEL SUFFIX „�.•t�.�� - �. 1,�•. ••111...4.�0�•� ,..^i-. jti•••• ° nmr` CHATHAM COUNTY 130030 0213 F•w• ¢ R ',. r '.' k. '1 ' ' �.1 } .°mod°{ ° TYBEE ISLAND,CITY OF 135164 0213 F fi•�.., , „ ..4 • . ..ca . . '�.1_. j ` '.. It\ ti:,r.-'I '.,-w,4} ,fi. ' . a" 'ONE ` .k...°.•.•.• 4 Y..,r , d •. .°T•• fig �''T. a.,.� _ i° . . ..•. eti • T 111111' Cu ,r �.• LUREL AV � r _ tt. u, E . .°R.+� } t ., ).., .0'4.. „ • t;f�;� OM p.i a•.•°• • lllll Notice to User:The Map Number shown below t• y Y ,f • +„ ' •,A /!� OH . • i °•p;•;*•1G•J• should be used when placing map orders; the•F °t • •.! �?I�' q `•.• • •;•;;• •'•.. $•••.' 111111 Community Number shown above should be j'• •. I-'4UREL AVE. 4 • 1 , ••� •. '.ir', •••' 1*.•' *••• °•°. unity N e bo e y� t f * ,; . ..c-• _ .1•.+.•.•.•' Ip,..- used on insurance applications for the subject • •-" 'h Ir Y" .., ;.•. r '• y .. • • • : , • �,'•.-i community. ` p ,� uu... • o'y• 26 •.�4 r •;II,'�. , • ,ry, 4' , t4AT, MAP NUMBER a• .. -....• �k 7�' 13051 CO213F • •. ° '• .•a 4 _iv RD •. 4 'I T''',..--- j'i'''9. ° +d fa t �• # ; ul'•� �� DATE �,,�. CTIV� s .•. . EFFE E.y ti .' .` ' n�` �"a 5ti SEPTEMBER 26,2008 i' r x l.� rt•'1 i. • A r.• ' a. i i}• .!••. , r - , ••F � _ :�� � Federal Emergency Management Agency•r r . Jf MOORED '•✓i l". ,•' , ••• • •••• °f ,• „,y0l� 'M,#• °•;• •j ��� /At ~' ' This is an official copy of a portion of the above referenced flood map. It 1 ,r"�• • '• • • fir. ' • was extracted using F-MIT On-Line. This map does not reflect changes VP `.�. \". o,'. • ' ••- .;,�,• Y p,or amendments which may have been made subsequent to the date on the _ ,title block. For the latest product information about National Flood Insurance•' • `. •r ¢r -' 4 * ••: ' _k °° Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov•-...-. —AAA_...der_ - L' .rt._.__-_,_ -1,1J._. -v SOILS 1 Soil Map—Bryan and Chatham Counties,Georgia (Ramaker Project) A - N in°§ m o 513510 513540 513570 513600 513630 513660 513690 513720 613750 513780 32°1'15" 32°1'15" lit°— T - live Oak Rd It 1111 • I 441; T i n - M 0 r ` o' -------"v"- -----_______, -----).,,'.',,. L it *Mt 4 „i„ . ir •Adlio ' Or'tr$ - . ',Z4r A ' ri • Ili N °a. 0 A or ortiewil Vill . ..., f AO 0 le 1 i 4 ._ i 1 * I , 14164* N r4N14 *Viii=41/6 4 Ra 32°1'8" ' s !i _ 32°1'8"7S11411 ilibi IF ' 613510 613540 513570 513600 513630 613880 513690 513720 513750 513 80 r c. N Map Scale:1:1,390 if printed on A size(8.5"x 11")sheet. Meters N 0 15 30 60 90 , $ Feet 0 50 100 200 300 USA Natural Resources Web Soil Survey Page 9 of 3 Conservation Service National Cooperative Soil Survey 9 Soil Map—Bryan and Chatham Counties,Georgia (Ramaker Project) MAP LEGEND MAP INFORMATION Area of Interest(AOI) eZ, Very Stony Spot Map Scale: 1:1,390 if printed on A size(8.5"x 11")sheet. L-- of Interest(AOI) .f Wet Spot The soil surveys that comprise your AOI were mapped at 1:20,000. sails Other Soil Map Units Warning:Soil Map may not be valid at this scale. Special Line Features Point Features Special Enlargement of maps beyond the scale of mapping can cause p Gully misunderstanding of the detail of mapping and accuracy of soil line k.. Blowout Short Steep Slope placement.The maps do not show the small areas of contrasting ® Borrow Pit soils that could have been shown at a more detailed scale. Other y Clay Spot Political Features Please rely on the bar scale on each map sheet for accurate map • Closed Depression 0 Cities measurements. ,{, Gravel Pit Water Features Source of Map: Natural Resources Conservation Service Gravelly Spot Streams and Canals Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Coordinate System: UTM Zone 17N NAD83 ( , Landfill Transportation This product is generated from the USDA-NRCS certified data as of A. Lava Flow +++ Rails the version date(s)listed below. • Marsh or swamp "' Interstate Highways Soil Survey Area: Bryan and Chatham Counties,Georgia US Routes Survey Area Data: Version 7,Mar 28,2011 ' Mine or Quarry @ Miscellaneous Water Major Roads Date(s)aerial images were photographed: 9/5/2007 CI Perennial Water Local Roads The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background v Rock Outcrop imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. - Saline Spot Sandy Spot Severely Eroded Spot 0 Sinkhole 31 Slide or Slip • Sodic Spot _, Spoil Area ,0 Stony Spot uson Natural Resources Web Soil Survey 7/4/2012 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Georgia Ramaker Project Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOl Cm Chipley fine sand 1.5 16.1% Cuc Chipley-Urban land complex 7.7 83.9% I Totals for Area of Interest 9.2 100.0% uSDA Natural Resources Web Soil Survey 7/4/2012 ill" Conservation Service National Cooperative Soil Survey Page 3 of 3 SEVERAL ROOF FSAMINtS NOTES �� I. ALL RIDGE,NIP 1 VALLEY MEMBERS SHALL e A 2x12 MINIMUM SEE SttE PLAN FOR DRIVEWAY MATBiW. O 2x10 FORM SET M SLAB,RETiWE AFTER ¢ Z AND CONTINKtS IN -5/4'MIGROLAM FOR COI ITiN1G1Y 2.60 �'HARDEN W I r LENGTH,IF NECESSARY. w 1/2•IMPREGNATED EXPANSION u. 2• ALL RAFTERS,UNLESS OTHERWISE NOTED,SHALL BE 2 X 6 C ib°O.G. JOINT COttT. N 4•THICK,WOO P5.1.CONC.SLAB,REINF.W FIBERIESH w 0 t 6x6.10/110 KKK•96'PERIMETE�R�,CV�Wu PO*INTO -a FTC.ON 6 MIL FoLTETIELENE cA ER CLEAT,DRY LL ....\\Iffy Alr&O(1/ 9'0• COMPACTED,TERMITE TREATED EARTH PILL Z 5'I' _ GARAGE FIN PLR O U (A 50'0 �/ �� r; °w > Is'-6' • \�\�j�\j/\%\/\/\\/\/ II ` ° ° •III / / \/\\� a • Te T'o /V/�iA%A/ /V%/V% IIa ° ° 11 ///V/VA Q i roieC tar FIR A 4�� on b Its at All • • Q r- ii\/%�//�j/�\ / e I ° I} \//\ ,,//j�%/� z g 1---- -1 \% / >//\/ L=°=�___ a 1,P- ¢ °• ° ` ° ` . e e �e a �� I VA/�.•,„/�%\VAA/VA,,/,/V...,/,/� 20•WIDE x 2'0•DEr•9000 REL Ma1gATHIC i 8 U ° e ./�//, 2,0' 5GO0NECE O OIG WtF.W/D(y e4 24 OB TOP t LL ¢ f� � ) m N r-_ 9 I I I oCOMPACTED OR als7�HfSOIL FREE(f a, --1° ° ° • a < ° .Q OF ORGANIC MATER AL. h r O ®6ARAeE DOOR SILL DETAIL °g • .1 "-� REVIEW . 'T ' o SCALE 1"=1'-0" o° v FOR C �E • .�, _ s a ± r- . § 9- z cc o o Every effort has ee • made l'''71. 1T b s OADBEAWN6WALLASEPELDONPLAN w w °W code vio q - 1 ° Z violations, no oversl.Iht by the s m • �i- -- �� �p a'TN CK 90W P51.CONC.SLAB,REINF.N/ OF z J° a e L_1 f - - I I 6X6 COMO KKK,TERN DOM INTO FTC. V O - 21 I' ° ° l 1 < 4. I�I oN 6 MIL PaYE1NELENE aJER CLEAN,DKr. ° N./ i z reviewer shall be onstrued authoH .(� a °p ,IFkEO,TE��B,��EARTHryLL ,ng ^ W• to violate, cane I, alter or ` ° 1 1 I s ° 1'° p 1I w W Y J 3s_IIT ° ° V ▪ b °I �° 1° 9 li I 'a any applicable c es or ordinances.The ° ° °s A m review and permit should not be construed I ° L Jvv �% ao' I gw Q 8 grantee. Reviewed 4 ° .b ° °L '•.��. pate �� ,'L �r ° ° . ° �•I e, 9i 2'-O• 24.LONGtl EX'BR D@�BEAM W C IM4 EAR ICANr. Q Z Z -�• I ® a W ¢ 0 s , ° �e a• ° °° , ®GRADE BEAM FT6. DETAIL °< ° ° v L J ° 1�° SCALE I^.I'-p• a�d ¢ �• VIAL PAD „ N I2 • 5/I2 PITCH 5/12 PITCH MT BE DETACHED F ALL CONSTRUCTION MUST-COMPLY WIT THE , g° ° I ° FOUNDATION NOTES �ZpLL �' SSTD io °A4 AND THE IBC ONE AND TV/0 I° ° ) 4'THLC 9000 PSI.GOK.SLAB,RENEW WF ° `y b ° 6X6•b/1I0 WYLM,TURN LOYN INTO FTC. 0 j 5 ON•MIL POLYETHELEtE OJER CLEAN,DRY, Z �° < O G COMPACTED,TERMITE TREATED EARTH FILL. N FAMILY DWELLING CODE �O` ED TION Z J� yh AMENDMENT ° °8 � ° ° ° ° e 2) 2'-0'WDEX2'0'PEEP,tT'Y)O P5.I.MONOLITHIC �pU 7 AN'D STATE OF LeiEORG L AMENDMENT • ° . w. o _° ° ° ° CGNLRETE FOTiNG,REINF.W(9)14 RE8AR5 TOPt _ `I BOTTOM GOVT.1 TIE W 13 RDD•24'OG. .y °—.° I ° . ° ° Q (LAP 25't BEND 25°•COWERS) �i o R ty? �F' t� + a ° ` p ° °' d ° ON LOHPAGTED OR IA6TIBTUiBED SOIL FREE v A a°w — _ °a t �41°I I °, Of oRBANw MATERIAL tree SECTION 9u t x2� U4 �G I S 7-4. �l w W !� ° ` 5) 13 X IZ'9000 P.S.I.0135.PIER �� , i O �^ 1 1 II ° ° I ° I ° e ° ° a W/4-*6 RODS VERT.,t*5 STIRRUPS 0 34`O.C. O S 0. 0 HORIZ.ON 5'O"X 9b•X 1'-4•DEEP 5000 PSJ. Y CONCRETE FOOTING,REINF.W/*5 RODS • �n F e m ° e ° I I° ° e 06'OL.EA.WAY JN4 • 14 �!/ ° 0 ° I a ° ° ° 4)b'x 6.5000 P.S.I.0135.PIER .F 1,, X I, `b W 4 6 RODS EERr.,/*5 STIRFRS•24'O.G. . w W a e ° , e 1 ° b FVORIZ.ON 9b'X 9'-0'X I'-4•DEEP 5000 P.S.I. r- .° ° ° d I° ° ° ° CONCRETE FOOTING,REINF.W/(9)•4 RODS y 08'O.C.FA WAY 4. IN E L- Z • ° ° I° I ° ° ° ° e I°° 5) 2'0°WOE X I''-0'DEEP,5000 PSI.Mo NOLITHIC 41/i) -- Pa' d ° ° °1° ° ° .1 I CWX.RETE GRADE BEAM,REII$.W(2)M REB.ARS PANT. O a 1Z rit 116I ° .m I ° . ° ILAP 25't 0040 25'•CORNERS) �l 1 °° ,� L-�'.--7 °° • ON COMPACTED OR UNDISTI.RBED 505 FREE 1• T H ',� / ^ q I ' I I° of ORGANIC MATERIAL. 11R v — ° . r°° ° ° e ` I ° 6)4'THICK 9000 PSI.G .SLAB,THICKEN SLAB EDGE TO Ib'W X 12'D. QR/- \\\- ° ° ° ° r°-Q- ° - .I--° -'� --e- °-__-J ° T) a'x 4'(fiaMRNHI.)P.T.PIER REIF.W 51MP90N•5844 TO FTC. U 6.1111 \ °P�° -} p „ ° J P DEEP MINIPMTU GAYS O CO+BTRWTION CONTROL JOINT L°s.,_- - 0 J J ° _ °'^I _ ° ° B)WTH EPO%Y FILLER AS SHpN ON PLAt1 0 \ Iu ( © � ° " I s �-'� ©ca �dr�� Sri /'' -,/ ( \ I I I I` 42'-6° ° es'$'P-- -) _ • L'F _ 5/_'6•TP.r.WOOD vECKING ■(� 5/+ --�------ 12 PITCH L —°a,l n e ° I I ° 'i e• ° U, 1/ft It a a i 1 < III ° 0 "7/ "'—t7 ,!• 1 X•P.T.FlAOR.01ST•16.00, w io writ° Y I I; ° 1 ° e° I (9)2 X 6 GIRDER T Z.. I °. ° I z k I -° N Mid N. al r __ I ��_� 2X4 P.T. I°bry W ry ,may I ° .11'. 1° ° I°° .1 El.,' s I gk' I ° I I I _� It,41 11 _\ 6AL�E ALCM.TERMITE SHETLD 61 w 111 L J L___J L___J : II II I: pW� N SIMPSON tPA-26 GALE,PETAL HOLD-DOPN i V I- W ROOF PLAN =-.1�, _ 11mJ SCALE V4••1'-0' p .11 I w 41a' S 10' 0 s 6' 0 II_I_- 12 X 12 CSC.PER w �-Q I*• 9'-T I I _ (OR 6X6 COJ T.4 W(4) ° ` rr II t • I I II «6 Roos vETa.4 of sn tIdPS•24'oc w 16'-0' • I2'-0' = 11 /m SREry� ID W 4p00 PAT. F MON 50,0" = r w PA g5 o ® il FOUNDATION PLAN SCALE:/4' I'-0' ©'. _ ►� _ of ligir O 99 °S °:r' w U , n � r r 'i ;i t. �sx>A �. c , 5' } tr t�Gs ` � ca ' 3iCV ym{t€ isms° is;>`�;' €r. =cc W t :s = 4 „R ,tt,Sla� iil `' €ats4sF X = tb Sit t,-?; Pima C- ar-'t ,:°, s�€a .Sa ti ae _ $' — E e-Fa x e'''at, . NA k 3 %�: A z- St s € t a# .F€d:; g t— > s L sa x g" „-. „ ,,.s :€�;,«,,,,. s >3 �i . Raab U� Z LL +4,. ct. t F r a b n passed, ti e drai:#:'¢, n;ir U (n - c as {_ ,r haw,. v z • S k; w O u>:..,a $ .3sanCei, .-., , -.- :dc an t, Jr ..s o ; . v,a..# `. Q - c3e, or ord }¢ those e . c7,--,,,,,,,,-..,.•-.,- /{,fs—,may Z U_ +"L 1. x - ��. ., ._ _ ..'(. x __.,. ., :,Fa _ v,v t c ; c.x ,. E. i .». ° r _ %CSa ca.> _Q�'$"^-^'�- -ern ,a ,-�. -.-__ -_ ._:.-- -.rR-->; 8:8 ijd.» _,:Gca, ; .ri c #- �b t°..._,, s ,.v ._ -...-r.,.rs.., a_... O U t`°4£ \- to i -2 t, 4'd s.,>}?€: o a s a.e :: '/5 cc Z �- 0 Y z ?$ �' _.`t r ,} a - C., c^f,>. ,w�4,-x °�. .� warranty t.� a.*�°>,.��' �. ., .-, >..>�7 -.;.y. .^ ib!> -- _ �.-...„ W O Fij ..� � u�&u r3.}.pia - - �- ° - ..�,,,.��a..,.,_F € ''_> 6 _ A --11Z. ' ATti '7—d ss�� 6 w ., ,w. Q 7) C ._ - LAUREL AVENUE 60' R/W › U. o _..-Kati_... . __- II In. e ,- w E �0'6 EDGE OF PAVING .6ti ,�? _• ALL CONSTRUCTION MUST COMPLY WITH THE :• .. - f Y DA./4-1 TD titi - AND THE I C M. AND ;`t:1 %r,¢ _ F -C• O--12 a f— SPIKE IN 15 PINE Ili o U FAMILY DWELLING C I _2saa EDITION = m ELEV 9.62 g > / / f�° Cr m D AND STATE GEORGIA APA N N S< � ., ,",„ , _i ...- I— CC •... . - -- i -.S 79°' 4'22"E 49.95' NAVD 1988 .,ii o Q c� 4 CMF .. • .- • . .. ..i II Occ r4 X r U•150 J/ cn ii i (tsitli: (Fia3(c� * aE :IiE" : '�° '¢ st-5t .� as seea -w fW/ O cc ci ii - _ , w ` (xx ' gw .w'-Da•-►:s �J o W z � 2 0 oomph,with The Internati Y3 i ii.i bi : n A °,b- ( V • '' n s rldRic,:l fine, S.'1, LOT 4-r ... �,.E.:€.,#bi it b- Sst:£aac` W - `� - V " _ -- ' -._ ,y o` RO„GK ' ` °0 RESIDENTIAL SITE NOTES '°` w cl • I71�11/f=WAi' '��o f j , f i o f �'N W�� I2- (4 I #�. 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE � . 1 � � _ z �R_____ ”" io'-oN WITH ADOPTED CHATHAM COUNTY BUILDING CODES. 1 m m V - Z m• All i �t atfr}=s r'<;:,� i E ; 1,? # .v �?p�n�c_ E�� ��ma a �9� WIRING � W x 2) ALL ELEVATIONS ARE BASED ON MEAN SEA I. ) , 0 ° z - W • �s idii# (Fjx s;� ?ii �.T-`'�1 `'1C+ 4:5�� ' a 6,Yi� ° O�t`��6ail" SERVICE (e # ` d ` 0_ , .,{;.n n,n;ti'1 ME4 3 I =-. �, E, 111 LEVEL DATUM. ' t U w cA Y • cc« iti",1 f °,dire, an t;; i fl0ns sb Ii ! °s ( � a"P ' m m W Ewa � � w.; .,..�.:ray' - , ,, be provided to disconnect w MFG >$, +6• I x 3) BUILDING AREA AND ALL AREAS TO BE -11-.-1 c:ir A�..°, ° t" O o ® = J _ q .s >_ �;r : , s ont actors in building or other structure L U1 1l J J '" e0 �, t PAVED SHALL BE STRIPPED OF ALL VEGETATION, 1 i e c� z U bi�lidin t_ ' 6 1 ■ xl r U 9. the s.rm - ntranc conductors. P4 soon i ri A O °D 10 1-0 E r ,•.a �� AND ROOT SYSTEMS. t.,Cf oi TOPSOIL, _Jo # >kt "511 ' co �pH�/.9 Z m W t{) Ty O Lv n • \ x x 4) SITE DRAINAGE SHALL BE ESTABLISHED TO � 1� ,� j`!<`LO �n I- Lo ! PREVENT PONDING WATER CONDITIONS ON THE O W ____x—x SURFACE AND TO ALLOW RAPID RUN-OFF OF , O I_ 03 A MI I t .�1,1ie ,4. Uzi: M EAVE ENC''{ACHES'�3 i�' " x 6 With � � g �`°� !t °" LOT 3 co w Z ?fix ;;4} I}> With r�h Cie:)4j: w t , LOT 5 STORM WATER. � G. � to Z Q x U2 ■ r, t ra,•• r i x ,-• 5) MAINTAIN FOOTING AND SLAB AREAS IN A DRY AND w ¢ C,,, j < x . �i' ° COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED. 'o^ pC Qs I II qu x o ANY AREAS THAT ARE SOFTENED BY WATER OR BY a o v� co ivim rid rwairi to, HV,hG CONSTRUCTION ACTIVITY SHALL BE REWORKED AND p mo o x I 0 MI01 •.L GROUND . EVEL as RECOMPACTED TO THE REQUIRED DENSITY AND BEARING. J O }co FA b x ! ■ ■ GARAGE UNDER o o 6) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING § ( J W m �> �> 8.5' M.S.L. _; fi Gil x AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL w w Z ,n W J 7/---- \\,. 1. MAIN L 1— ABOVE t',Is z s ■ ■ '•_- G MEASURES IN ACCORDANCE WITH LOCAL REQUIREMENTS. z Z 7.6 Si) ri 6.�, 11.58 M.S. +6 ° z rn w 77 ?(,/ji r 1../„\\ ( ril G` L. aQ € & W €ate '',',A0:-.',4 7 E'- f- zx •4' `�° f a � IO `_ 2.0 cc w / V \ /''''-' . of *x 1 s w 0 x � I � � W Z p I F o ; Q ; U m �R � � I o ELEVATION V x1 O'-0 1 �� i'i� @aav � $ ` #C� 57kkPEK---311 € `}�P Z (cS 0 11-11 a it 6.a x BSL yy . ........ 1i.• 4° ! 0'' 4J 0 , o ! . :o: r , 41( 0 0 0 F �(7 EAVE ENCROAC di S 1.0' %x(2) LIU I K )... EGRERR RE{ ) E 5/8" RBF oti ./8 RBF 0 ie, 7 ii A minimum O I��O ) means of _ ICY-0" N 79°48'58"W 50.17' provided and shall ho arranged shall be t minimize the possibility that Ooh � R might be r n r i a i h LOT 13 PLAT OF LOT 4, BLOCK 10 , GARDEN 1Z same emergency condition. 0 actio��� ����� WARD , TYRFF ISLAND , CHATHAM mid it j1/4) F COUNTY, GEORGIA z . z @PACE L W ELM ELEVATION (AE-Norio) . . FOR: TIM RAMAKER ° , a yl° tl #,required water Ir .: 5 _,�•,..4., ° . z arm.tg su<E3 I., 14 kii * it .111 7` ' x i iza,' 3 i fl I a P tg:g ::t u,r tll€ ¢� .., w } ttnri t / t '?..;:!A.. @o>r 0 J{+=t la zG€3 { ai 4a# CI i 4( xi Y $` It °iii i � r 3 s 4 'tt'7g1ead` i _, uG 3.-, pp_,� gg }} 6s�. Gt�:s1 � �_.�.-, 'sisCi °.a L� f,' #a��-a �q g r +, h_4°. ort lion,'• must ,i F.. •i..oak _ _ ' ""s ? ab the 'NV£ erii1 e fig.._ °a-'`S A A�.Y - ¢a Shcf dJa3Sz#�;.wat} � w F� t ris !#t�3 T".�'.,t';.i t cb' - v ad '11 k.:i-'.. - a zlo C�;xa <„�R, `_ i i��t- �i e'. sib 8- C m €sad € i3 S 11 t' 2a_;fr 3a °:a ----'---e` `ifw g 6s: a d tdaiVr-, _ �'J; du` !a fA 1): Di ,. Firmit $1d°' fu-' 1{xa _ - • `3 -i p!:1,,5 ..,. _ ¢¢ ;3;€�as°1 .ia;",:�m'3 '•' ad '�` °s a� ®8 J 0 a ._�u- tan -� 3 ., '� 4.„-.- tSS m — f- ACCORDING TO THE F.I.R.M. DATED Z 9/26/08 THIS LOT IS WITHIN FLOOD y ,�d„6 13 A R L i ZONE AE, BFE 12. "�..;_ y the ..-,.r ... �(�ne-'''"Q...c: 0,6 cc umi -03- ui 0 w , . . S 4 �.. EQUIPMENT: o 0 �ea • n:of o 11.1 TOPCON AP—L1A • ERROR OF CLOSURE: 1,7bw, Lard D # i - z LINEAR: 1 6 0 0 ifi j�� ANG: —"/ANGLE z W Y REYNOLDS LD S * q' '� T * BALANCED BY: - _� . « a _. o �' J. WHITLE R PLAT: 1/65,700 pm-mat i k c) a LAND SURVEYOR NO. 2249 A o 10 636 STEPHENSON AVENUE - ! 1 I 10 0 10 20 30 z w °fib SUITE C N 44 SCALE: 1” = 10' I - I I ° i_ SAVANNAH GEORGIA 31405 DATE: MAY 24, 2012 SURVEY TELEPHONE: 912-352-0464 �ITLEY ). DATE: MAY 24, 2012 PLAT GRAPHIC SCALE — FEET JgF� w __ FAX: 912-352-7787 FILE NO. 12-41 { a - ffi� � � � 4 0 -080- A m �, - J E— -#n A driveway opening which °o o _ public street shall not toe -- cm ° greater than e r PA: O O 1 c o ° m i in t`3 a1 H r 0 _ p1 a_ z E 00 e -1 P!N SAL. SOOF F AM I Me NOTES SEE SITE PLAN,FOR DRIVEWAY MATERIAL W O 1 I. ALL RIDGE, HIP $ VALLEY MEMBERS SHALL BE A 2x12 MINIMUM 2X10 FORM SET IN SLAB,REMOVE AFTER w Z Q AND CONTINUOUS IN LENGTH. USE 1-3/4" MIGROLAM FOR CONTINUOUS AFTER CONCRETE HAS HARDENED = I- LENGTH, IF NECESSARY. 1/2" IMPREGNATED EXPANSION X I 2. ALL RAFTERS, UNLESS OTHERWISE NOTED,SHALL BE 2 X 6 ® 16" O.G. JOINT CONT. 1•L- CO W z O O 4" THICK,3000 P.S.I.GONG.SLAB,REINF.W FIHERMESH z 4 6X6 #10/*I0 W.W.M.0 36" PERIMETER,TURN DOWN INTO Z U , FT6.ON 6 MIL POLYETiHELENE OVER GLEAN,DRY, it 11 3'-0" COMPACTED,TERMITE TREATED EARTH FILL. co E GARAGE FIN FLR 0 �0 co d •�G! a • •• U) {y Z a d _ °_ ,. z o O a -- — \' `,i / G M CD 301-0" .I i—.F— --— \ \\ \ ' \\\ Ei cc / • 15-6" • 141-6" • /i\//\//\//\//\//\//\//• 11 11 • • / // / \;/� _ ; W 1 11 �1 11 j\///j/j/j////. 11'A, 4 Q ° •• a 1;1 • e- /\\ /\\/�\ - c W • 7-b ® -O ® / / / / / / / I I/ • a 11 \\/\\ /\\\ a? i; > 1 L 0 ►— _1 1—— — 0 \/\\/\\/\\/\\/\ ° L •= -� - — - / /� - Q = 0 CC Q a d' . : „, . o I i I , �/ / / / / / / / \\/, 2LO" WIDE x 2'-0"DEEP,3000 P.S.I.MONOLITHIC W o o a a d 4 1°. d N "'1 0 / \/\\\/\\\�\\\\\\\/\\\/\\ 3n CONCRETE FOOTING,REINF.W/(2)*4 REBARS TOP $ I_-' _I cr d p a• a a j a o° . d /� • BOTTOM CONT. $ TIE W/*5 ROD•0 24" O.G. <L F-- . F —•_d— d . ...d .a ..� 4 . a , a E _ -±'-. .. —•— - 1 2111 8" " " o a to ° ' " • • fp (LAP 25 $ BEND 25 0 CORNERS) 0 co a. (T —•— —a - 777 —lam° I ° d d d 11 ' ( ON COMPACTED OR UNDISTURBED SOIL FREE Z m 44 ° I ° _ v .. .d. t14i � (I 1I I -- ° 4 d •/\/".a/ OF ORGANIC O MATERIAL. < a . 1 1 d a d a I 1 . a U Q • d' 4 • ° a to a d I eARAe �V SILL � e AI M a a ° $ ° L . •4 p a d ° d --° a 1 I a O= FD SCALE I 1-I 1-O 1 h a d ° d 4 a . 1 I Q 0Z -.................... d a 1. ° ° d a ° • L LOAD BEARING WALL A5 5PE G' ON P LAN C+ V O W cC W (f) W W 0 Z w s . p I a° — — 4"THICK,3000 P.S.I.GONG.SLAB,REINF.kV 0 z L — a . •— _ N .611 • I I 1 —d— 6X6 #10/#10 WWM.,TURN DOWN INTO PTO. - J Q 4' ; • t '1 1 V D _ Z° 4 d L _ I R CC CC ZD o r� 0 w CO a I a ° a : d I , . d p d a. 1 I 1 COMPACTED,TERMITE TREATED EARTH FILL.• d d ' ° . . . I a e .. p 1 • • Z D Z O -,° v I i ° "4 d 4 4 ° j d 0 W _ Lii V I a d ° d I( d1 d 0 a • 0 U J w 0 s° a ' a I v p ° ° a O O a( a d 1 1 I _ LL z E 0. U d ` 1 d d \ \// • . •• . // C . a a I d d ° • ' — _ _I -m \ \ ° dv \ Q < Lo• m° a a ° : d \ .d • • ° . I � I p . A d — a: a . 311° d ° � ° a - ( 24 WIDE X 12 DEEP,3000 P5.1. MONOLITHIC (n d o p a W ° # W CO 4 a a a I 4 . I I 8" 21-0" an CONCRETE GRADE BEAM W/(2) 4 BAR CONT. Q /� Z Allik 4 0 a4 t • • • ~ U3 w Q O. C > Q d " d 4 a ° a.l ' I d a Q'd a .. a a a C) LU �� 0 CC d ° d ° a 1 ° ,, d 2 r6RAI,E SEAM FTC. SETA IL Q o o• _O ���•' ° d ° °° d d 1' I ° ■ ° :�' °a !� 4 d FDI SCALE 1"_I I-011 Z O W cr T a d d ° a I I I 11 Q y�a ° .. : 4 ° • • • d a ° a d • d d°°p 9 ° Z 0 0 d a. I S'A-3..1. 4 1 ° ° d a (41-q}"1 O w 11 Z r' w I Zo z ( ^ Z �a*F (AG PAD ° a d ° a a d o I — o = �H 1� r� V 5/12 PITCH 5 / 12 PITCH ■ M15T DETACHED ,� •. 171. W OO J ( O ®T S O w Ili FROM MAIN a a a to w Q STRUCTURE 4 a ° 4 : ■A ° I ° ° d° d ° ~ O T 1 • n° °a' d° °I a ' a I) 4" THICK,5000 P.5.1.GONG. SLAB,REINF. W/ I < a. a . °-e. .d a. a°a,°.° • a.4g. d d- a < d bXb #10/#10 W.W.M.,T URN DOW INTO O FTC. ui U Z Er O 6 MIL POLYETiELENE OVER GLEAN,DRY, `A d d a 4 4 d 6, 4. d -� COMPACTED,TERMITE TREATED EARTH FILL. -§- Z ° a ; o 0 d 4 a 4 2) 2'-0" WIDE X 2'-O" DEEP,3000 PS.I. MONOLITHIC U W CONCRETE FOOTING,REINF.W/(3) *4 REBAR5 TOP 4 a : °a a a # Z 1 a d a O BOTTOM CONT. $ TIE W 3 ROD • 24 0 - — •d . (LAP 25" $ BEND 25" 0 CORNERS) -if- z Di * s( a a W a °4 d 6' m ' ON COMPACTED OR UNDISTURBED SOIL FREE U 4 OF ORGANIC MATERIAL (SEE SECTION SCI 4 SG2.) co w° a — 4 4 1 9 � I I a a a .° a • 4 4 O [[ 6 ul , a g v a 3) 12 X 12" 3000 P.5.1. G.B.U. PIER Z 0 a 4 ° v p I 4 d a 4 ° W 4- #6 RODS VERT., $ #3 STIRRUPS ® 24" OG. o m 1 1 ° HORIZ. ON 31-0" X 3'-O" X I'-4" DEEP 3000 PS.I. Lift V It 111(1 a a ° CONCRETE FOOTING, REINF. /#✓ RODS w .1 ® 8" OG. EA. WAY d(' a d d 26( if —0 I- CI 4 4) a" X 8" 3000 PS.I. GB.U. PIER K a 1° , ° I . 1 ° a ° W/4- 6 RODS VERT., $ #3 STIRRUPS 24" O.G. ` a d" a o. a �: � ° a 4 ° d HORIZ. ON 31-0" X 3'-0" X I'-4" DEEP 3000 P.5.1. �- d. °.. ° '.a o ,• a I°. . a. CONCRETE FOOTING, REINF. W/(5) *4 RODS 0 8" O.G. EA. WAY I- :Id 4 `'it 4 ° 4 c ( a I 1 ° ° d 4 °d a 4 ° p d I 5) 2'-0" WIDE X ILO" DEEP,3000 P.S.I.MONOLITHIC CONCRETE GRADE BEAM,REINF.kV(2) *4 REBARS CONT. iF 1 1 1Z W v 19 I d a a d Q a I (LAP 25" $ BEND 25" o CORNERS) CI d" ° ° 1 : I °" • ° °Fj I'.o: d a da °• a °e v a L d � \ �" a a I ON COMPACTED OR UNDISTURBED 501E FREE 4• v OF ORGANIC MATERIAL. id v °.d• 4• "°4 .. 4 . 'a 4 0 .1 a I . ° d FDI ° ° .1 d" 6) 4" 1T'i1GK,3000 P.S.I.GONG. SLAB,IT'iIGKEN SLAB EDGE TO Ib" W.X 12"O. 1U 1 a - a ° d a ° °d.— . 1 0 -1) 411 X 4"(NOMINAL) P.T. PIER,REINF. V1/ SIMPSON#GB44 TO FT6. Z C) I < < -r j — a ,a 4: 14 r4 - —'-4- a:a-�-I- I— 'n ° a 8) I"DEEP(MINIMUM) SAWED CONSTRUCTION CONTROL JOINT Z d I I _ ° — 0 J ) ° : — p� ,a ° a °" . WITH EPDXY FILLER AS SHOWN ON PLAN. VVV mi CO 11— ' Q 7 •.1 I a * < Liu 5/4" X b" P .T.WOOD DECKING W� --• ()Abb... 4 .4 • , . i — AS SPEG'D tii * I 0 1 I '� 5� �42n I a 2 X b Pr.FLOOR.01ST 0 ib"oG. c CC It , 5/ -----0- 7_____. a 12 PITCH N L — — -1 d , ° " a . ': 0- • a a.a I d °° co d a I. �. (3) 2 X 8 GIRDER .� � V M 1 . Z (J 1: f S d 41 I d TTr 1 i N 0—cc/03 1- A 17 • J m LLI 44 ID ° l. 41 . (° I :a • I 2 x 4 P.T. C7 a 1 it I. 1 IN°. 4 1 ' ' . 1:. . 1 I S_• • t 1}°11 1 22 GAUGE ALUM. TERMITE SHETLD �,W 1 �- -• ( i •:I1 ( - Q) 51MP5oN#PA-28 6ALV.METAL HOLD-DOWN V • III " II 1t. 1 H 11 ROOF ELAN = all 1 ° la I1 • 1 12X12 C.B.U.PIER in W L SCALE: 1/4" = I'-0" ° o m r- 11-77"--7-11-1 4'-6" 5'-10" '-0' 5'_811 (OR DX3 GM PIER)W/(4) o a •-A1 4 1/ q'-3" 11-4 I/2" a Iii . 1) °' #6 RODS VERT. 4 #3 STIRRUPS 0 24" OC Q w I2L3.' f,is j,{'.� AIM/ `••::•'1•:^:t"• `• j1^i z.' j3 (8'--O" 121._/111 ° lIa al CELLS FILLED NGRETE 6RO SOLID W/4,000 P.5.1. W F- "' c<_ ril;i ?:. .. ell"r ' t. 3:r-. _',!, _ ., `V -•V • =_ am_ F�CO 0 tab' s % `� '•t it .1 y' ) ':if',i ,.:' .t { ,4., 41,'4:"-1: 30'-0" O 01 r ,z - ..• ?is. .. 3• .,r. i. f' '. ,1E`;• ■ _ `iJa i-,, -,ii l;x'c 4'.214•, ry '' .4 .. :,• :_� � • • OO I I FOUNE7ATION PLAN R E SCALE: 1/4 = 1'-0" 3 • RIPLE cSIfitUER FP I I a } O ``Cr) t- § _ � a_ 4 8 1 ■ 1 , e . --c'S GI R L NOTES W . '\...1 ' I. ALL WORK SHALL I3E IN ACCORDANCE WITH THE CURRENT EDITION OF THE 2006 I.R,G. (INTERNATIONAL RESIDENTIAL CODE) WITH GEORGIA AMENDMENTS E S. • = DENOTES SOLID I3LOGKIN6 IN WALL ? W rE31)...." SOUTHERN BUILDING GORE CONGRESS INTERNATIONAL q, UNIT SIZES ARE NOMINAL DIMENSIONS.VERIFY R.O.WITH MANUFACTURER it _ 55112. 10-eta,HURRICANE RESISTANT CONSTRUCTION STANDARD. ALL EXTERIOR OPENINGS SHALL BE PROTECTED WITH CHATHAM COUNTY u (A Ili!:= U_ 2. MECHANICAL SYSTEM DUCTS SHALL BE COORDINATED APPROVED COVERINGS THAT COMPLY WITH S<B,C.C.I., {,y{y , " s„-:; -y•-,.O.9pi qF,� , ( Ul o 0 S 4i4Y,4s <S Ir F.�B A9.� -t$.i1v# A9 A'0 B*ss? ,aral #�!-a� W O O WITH FRAMING, CONTRATOR. S,STD. 10--141 112 IMPACT REQUIREMENTS. s = t- IMPACT GLASS REQUIRED ON EXTERIOR WINDOWS I DOORS NOT T 10-99 A U a 002A1: 002k2,602A3, SECT,E,d z ¢ ' - 3. ALL PLUMBING WORK SHALL CONFORM TO LOCAL, NOT COVERED WITH OPERABLE SHUTTERS OR REMOVABLE PANELS, r 3 3 F STATE,AND FEDERAL CODES INCLUDING THE CURRENT EDITION ' ''=I' "�i '< (6 W REMOVEABLE WOOD STRUCTURAL PANELS MUST BE PROVIDED � ►€� O' ,(L 5. O'. • A U SK- 1 1, S, , k SE o U tt) OF THE STANDARD PLUMBING GORE. FOR EACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF'7/16 �� t ..•to` �i���__ 4. CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDINATION AND A MAX. SPAN OF 8 FEET,PANELS MUST BE PRECUT TO SIZE WITH APPROVE) AND €s 9 ti i L I is,TO O:'i P i 1 ',MT! a Z ATTACHMENT HARDWARE PROVIDED AND NUMBERED 50 THAT A r:''t§ M�4 Y r,a .� . ,;.;: z a a WITH LOCAL OR PRIVATE UTILITY COMPANIES OR AGENCIES P S'ri .. ::-�,.� S,;.....:::i r. P;.t- `'_..,_u. ,,,_ HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR RELOCATION OF,OR CONNECTION TO EXISTING w cc -th FOR EACH PANEL. (IRG 3012.1.2 AND SSTD 604). if)UTILITIES. ALL EXTERIOR GLASS WINDOWS/DOORS WITHIN 4'-O” OF A CORNER OF _ z W 5. PROVIDE(I)SIMPSON*25A HURRICANE CLIP AT ALL RAFTERS. BUILDING SHALL MEET A MINIMUM DE516N PRESSURE OF X40;BOTH 9 Q m JAMB OP EXTERIOR DOORS AND WINDOWS TO BE CO POSITIVE AND NEGATIVE, IF A WINDOW/DOOR 15 FURTHER THAN 4'-0"FROM CORNER OF BUILDING THE DESIGN PRESSURE SHALL MEET *PROVIDE HOLD-DOWNS u_ o 6. THE TOP AT THE SAME HEIGHT ABOVE THE FINISH FLOOR UNLESS e. A MINIMUM OF PP40: DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE 30'-0" L w NOTED OTHER WISE. ON SITE FOR EACH WINDOW,DOOR,OR SKYLIGHT AT THE FRAMING, INSPECTION. • • ® TOP BOTTOM OF W = •1. FIRST FLOOR EXTERIOR WALLS ARE 2 X 4• lb"O.G.EXCEPT WHERE NOTED. (SSTD TABLE 602A1,602A2,b02A3) 15'-b" 14'-6" cti F_ ALL EXTERIOR COLUMNS (TYP) FIRST FLOOR INTERIOR WALLS ARE 2 X 4® 16"O.G. •EXCEPT WHERE NOTED. • • • • -'1 • 1 -1 • -1,4i, I-.V • 7�' _ n 30'-O" I'-8" 5'-1011 31II 31_61, o z I- • 15'-6" 14'-6" • 36" HIGH RAILING, " • • k=- o CC 6 5Q.COLUMN • y • 3060 TWIN / AS SPEG'D 4 AS SPEG'D,TYP ♦.— i'-a" -r_q" .1' /" il_O" ! ° = of 0 • • -V yaiiiiiiwvumv III - �' cc I Z 2'-O" 5'-b" 3'-4" 3'-8" ` - 0 • • 8X8 GBIJ PIER ; J, II 0 ¢ ,:I- 5040 12X12 G13U PIER(TYP) ! P05 NEVEL� , f O • CO 2 Ci • • • •- 1#'ArMliIfffIMItIttILWI!//114 If//#///IIIff4.111m111%VJl///// ',•. : • • • • I 0- W j O/_ UPPER ; P; I OC - U v n /j/ 5/4" X 6" T. EG N6 43 c w Z Q Uj H (jam _ dl ac = C`3Z Q 3b'. I11GF1 MERG!N` EuSsi.°E at; lti ii:tA E i'"�`a..u.t eJ MASTER �i�DROOI�1 S a +► O cc O - N d Q' CEILING o z W () C'3 p 0 •,., „.:REAR PORCH.. , • RAI.tN6, '_. _ 2X12 GL6 JOISTS •A5' PEO • 3' Al EMERGENCY c 't' v i'54.C DE A ��� - I O J J .: (CONCRETE)•... ,: . �.,®_ .,c , _�.,VI. Carl. l �—� o Q 16" O.G. gal HAVE $tt 'd u`r k�, 's t :i, fl#1 fl' . 1 ins: i` �� ! z LD = i- r ` •,'... •. ' '-1:: EXCEPT a,y a ' - I O Yf%//I1f////////!//f// 11111 Z } 1)11 .0 . ; , 6.7 O.FT.EX►.EPTGc7i10E.€LOO,R PE�)1 ,GSS L - � to • Td (� O r� CO W m IC cn C k I; I u 1 I, ° p .w„ ! �_C , ; X6 5Q. COLUMN w W `1 '8X8�GH.:,P.ri?•..: >n a �•j, ;I� AS SPEG'D (TYP cc W = aC U It TCZAGE _. �� i i it n, im�.aaviioa,, is :_._ __ 81-I" GEILIN6 _ e 1 WIRE SHELVES = } u_ 0 Z U,4> z — I .'' p iiiiimainnum MINI IIMIN.IIIIVM nri■ v■i»iiJ I OVER 1^I D t_- a g O LINEN / --1 C� x ' to / x'11// . n ' r �I�, 333,]__-N irl Ili u_ ,t4 fianuuoiiiiiI!I 5b M..nn arr►..neviiinorsiii a Q I- } -t• 0 Zo r I Xl Gf3C►:FI R(TYf?);. u0i M�tSTER a' GEI r o w (n m NC kRtn t - iii -- n o / • z� _ $,4TH / _N v ac ¢_ �� 1 0 0 SUSAN _ w W 0:•O in %Ng a GEILIN6 Q / �! m 0 O a ct ■_ •—� / _ .` o - 16 RANGE c7 w n'�' OC p cc O �////////111/IIIt%/O//////////!fl///j r irau.u.uiviir • .a 1 Il L�• 1L 11-2 I' �;���� ¢ ° ( )ri •J - \ /II - O a 0 0 fr tr r ...... MIRRO / cn z / CC to }m 4 P.T.PIER � / i W P) — — +►— — — 4414i. x g� .Dg `� �rriiiiimriii. ►rw riiiiiuiiiiiv..■1{►viiiin{1r.�iir��wf,unu►ri� I ' tf tA5 Tm 0 to /:• 41 . , t! r�4t l , 'aO A •' / / Ei 1 " V . _ m ,7U Un �t&3.. NY:r'.;,5 r<:Z s, ,:�;$ !?I �IU I`rucuuuur ll / 1 / 1 1 Q — W ID / i it n " ��r••1 °� biz 11#C1kiUiUJ z «isj1 :t E e IO'-10" 6_O t!7 •SLAB, I I-6 4 O „ :ICI ��I .Ik"I!1 AG UNIT / \ = , ■ w z p O+ , - ON:' ' �: � ��9 �.�,°��a lkNt��<Ilt�•f. • a �#�iE�a Y:��'� �k. ON P.T.WOOD � J - ■ � r d A� • f/ N .$ $3n �IK � '6t" !))4d sPLATFO�R�M / % } � BREAKFAST BAR C , GRJ 1L/L / A' 1Y�tYao7 � 4 ! '.�t.i,i.",' li< .. i E•� 7!.5;,? i ��. S , ;t$AC LL7 H P / — / / V�f �I' �d f <sIa : yw I — Z c+j " i I bt r:8 PROM STR.UGT. 0 , 1 ). z k ?I r4 I�� rs§¢ k 's�l r �r f) i,8-6 r S§ 2*MIN. ELEV. 31EDRDOM #2 tt ¢ z�� 4-0' 1 sk�Y I ¢€ t � ; � ? - 13.00'M.SL.O�r� � �� - m � a' CEILING = In*HVAC PAD ffi - ! / l ul - PLATFORM ABOVE Zo ' • I %1f,/.ice/i/.�rlfam..■f DIaINh? AREA r z - � = z tr MUST BE DETACHED 4r ,1 r tr / is L_.1" z 'Cr Ill 0 zit; FROM MAIN I *CEILING ON GROUND LEVEL _ 1'-8' •" I 141-6" °` '� 8i-IV II .."It `�li"l / t M C m in 0 fi ri STRUCTURE IS TO BE COVERED WITH - // V - ���//// ") cc 1/ WEATHER-RESISTANT � ° 0 .\ o o SHF_ETROCK •• y .tlu vo to requlrer to rolluve tutor prom lfi (hIlllWJ'A,.II!.4IPZV, �+ij1 LL is 111111111111111 l ut 1, j o w ul ii _ F , .3 �_,...._,.) .:ur floor frog BATH *2 - / ,f, r/)J - Bottom Yi I,ifi 'ust 4o, P•..,t:: , aou� o `ho •;`wEic' _ t �� X1-1 1 j a CEILING !i dr O ,,� $rah. F,.,t. p r - / 1 ► t#ovnt9 3 a uD ;-N aax6 in i:..k„:: oy lui :10 3 Sc //J/ Ain c o� m ii .1?m flow, �� ��,5 - 0 X__ 3O" = �% c�A idOR \VE 4,A Yip I Qr_t'w A,r%JS b oe N 6:.. a N O G 1 11 1 I 5T • co r 2-0 -0• R T o • 0 61-1" CEILING 8 i EIL►N6 Q _ I O m m - O la, � R $ 5 MIRROR m H I , 7 z o J ri 2X12 GL6 JOISTS o I 1 �j a rani,.■'iu. ` •� m �.(VI7 ROOM O\\.!,,,,,® I6" O.G. sgl,l, •� LEVEL WALLS TO ,/,/, a' CEILING : IIIIIII ZO 2 N 1 i P i- i ir x -�' o' O1lER1-EAI? DOOR / 17E1`w�" 4°F0 $J»;a U F '( I lv-Stf a'' / / ' ZX_ <_ H W z f_�:-Ye:-fie., �t:jEa,;-• 1 O H•' N IN 15E0 POST ION— r,` iY d, ° _ J r — I J - 3 . to r In s °`ik a z-- f ,.�yz -7 QOM 2 / z 111 4' �`'��� - c-/-) 1—(111) 1 ) i Armilimm 1 13-0" l t4s `Fri } I.•i % k ..- % o ¢ • • F. Iri// >a:3y ;s;..st<;=l:v'_"'- " pia ���\y� tii * I I IIIIII I ; -,1 --L \ W „, J M , _� I 1 1=► Iti ar 1��� 2660 TWIN 3 IO - - 1 it W 1 $ ����II 1 Jf+r� i., ss.s,1£ a'.�,;r$� i `'r.. - ��gIF ra,nnmYrroirniiii... I��� •� t W / I 'n / F::?w`""?tc•:s .,.->df Yx '3sl i}`.,a`2sa a.w: a f-'fH ///////1////M11■UIV//t • ces t 0 ci ;' 1 1 ii *S i' b E2PI permitted g rzs 1 /in € o` i�/��j j ' � 2� /�11 31U II I 1 ii!ltiii�l! �nlrri lain • • • '%ll//U//////I!1////11'/i/111%//JIa/////.1/I/uI4 i1U1/r////U/d '. • •• ,, • 0 _ _ �►!!��L• I `' ENTRY PORCH 12X12 GBU PIER(TYP) , . • 1" :1,., . . , m �� = • .6 oc - lJ/ ...:."1 ,:,.:.n.:•--12.: �O R PORCH o - s3 c� 1 CotJGRETE I I 3b" HIGH RAILING, W ku Lill it HI 1 I iv -I ; . r ♦ N �IIIIII1H H�, AS SPEG'D ITP) 1 i . ... • *PROVIDE HOLD-DOWNS -J x. .. ' ' \ ® TOP rl BOTTOM OF 10'-6,1 71-611 51_411 61_811 ¢ w �_• • • • ALL EXTERIOR COLUMNS (TYP) • IS'-0" • !2'-0" w i_ 12X12 GBU PIER(TYP) • • ( FS 2'-011 31 611 30'-0" SQUARE FOOT A ! w •121-6" 51_6" b'-O" 61-011 • GROUND LEVEL (UNHEATED) 1,350 SQ FT ceS °o • • • • • • FIRST FLOOR 1,350 50 FT o U I I m • IS'-0" 30'-0Il • 121-0" • ' LEVEL. FLOOR �� � TOTAL HEATED 1,350 SG FT c°� O o m �o • COVERED PORCHES 660 50 FT a .N • SCALE: 1/4" = 1'-0" z w o.N TOTAL UNDER ROOF 3,360 5Q PT o EE cc a eROUlsi7 LEVEL FLOOR PLAN SCALE: 1/4" = I t-O" O O @ E Jo N 25'-b" • • b'-r' a'-o" 25'-b" I b' b" •• 7'-l0° • b...1„ • I a'-o " p p o I b'-b" o 1'-10"§ 0 'Ni ! R §r_ dj rn 0 � iii 1-5 ig -6 -2 1115 T r, :1 ffi '� t a_ �j �j . , n+ ic, - f i. . _ _Lg"LLH i L,,, 0 11 Fp ,in ,,, - ...* L y x �� pp 11 N �,.....-,- A._ r...,,... C -� ° { il!A il ni ,, ,- 6 O ni 6 0 ' o -� - pi /#, i 4 h1■ b f --- �� III _� oilli z z 0 I / litillor ‘ ,,/ ,, , 2 ' . . / lit / ii < - - - (1( {� , _ - _ `\ O - J::_ r O• gS - 0 < i 0 rif < r < n T x ,-, ,' IH, '. O { ""z '" a s tf - / • • • ■: � .; E c / ... t / e.-, . ; .°«rt z . Y e. 3 'e''' B.a C',; L Ar - 'a 9, 4w7 93 m - 70,n i H 25'-b" "" 3 ;' • 25'-b" 81-1" 11-0" 4 > =3.'w U ° § •x 8 -� o b'-b" o 1-10" 1 r'. ex I s- (N7a a- 6 #1.9 ca,,,azi! ,,:0-4,-A- � liii*I j: ° tAr r -t iJ r ? Itt►%I■ I- 1• fjj �.3�i�i■'�I_l� 11 *. C ■i - W I■1-I■I1 iimo` ,' 1I1iIiII -' ' 11iii•I■111111-i■I■I 1111■■._I�■■_I_ '■I■Ioiii_ I r -I- I I.-I 1 1 ■ .I■�■I■I■I�I� I i�l.i ii■ 1. I■I� ■11, ..1■1111■ill_ ■I� 4 I■I■1�1��11■1•ji ■�i1 �1.I■�� ■It -o I■ ■ ■ I■ ■! O n Iiirii'i i _i�'r-am ����-1.1 I ■�■ I■I■,-I■ I.u i II_IiIIIII Ii 4 1 _ IJIIJ_IiJiI"I�-1 ;o I 1111 �i 9 : g S ■, iI v 1---- --- i�l■;mi�■Ir'�I�i�-It 110 - I■a 11II■' i1■I.I■'■1,■1■'■1■ ,III ■0�l111.1111'�Iiil■l 111111-0.111 :_1-I■ 1 ■I■ -_I■I■I -11 .11 1■111.1■i■I• ..iii 0111 - 111-1■1■111111.411■1�■ I■ I_ ■ 1��111 -I■i■I■I_I_I_1 I■,.■i■� IRWI■ 1�1■I-I■ 1■_■ -1.11111111.41111.1111611111111111111 ■ 1.111■1111111■1111■61•'i ■I■ I a I II 111111121111111111112111111.1111111111 1- I■ 1- I ■ 'i, .111115 111 110.1-'111-11, 1111■I�■I■ 11 11111 • 1111111_1-1111111■I_1-I 1111 ', tJ ■1■1-1-0_1 .Ii1-I I■III <, I■I_I-I_ _1 i_ 1 x 111__■ l I_I■-ai■ 1.1■I■1,I■ill I ` \ 0 Bpj:EI!j:EI \■ i I■1■1_111 I■I■I-1■ 1 111■ (111-1■I■ 1111_1■I1 r m ■I■I-111•1111111-1■ 1111. -I■1■I_ I-■1111_ II cj T. ■ I■_I■I■ 1■, I■I■ 1 I • I1 !f ;_iIpiI 11 0 1i1!I1INIi 11 �' N l , z iia:uiiiiiii:'„„, 1 �' - ••1■1■111- I■$ , �I�ii1•n _1111111■11 ■■1■I_sl N _1-1■, I■_1-111 I■_i. tt - ...._."0".... x I■1.1■i111■1■I•I■1■ICI■II lI■1■111■ICI■I 111■11. 0 . . 1-It01■I■ 1-_I■1■ ■ - - I■1■1-I■ I■1■I-I■ I1 � .• { 21■ 21-1■II b 11111I�1■111■11I�1�1■I■I. 1I■1■11 - ■111111-_1111 I■1 -1■I•1_ _ I■ ,�� 1�1 1111■11 ■ '-I■1■Irk-i■1111■_ I■11 -1111■ -'gal■111 11_10 1-111f111■ ■ ■-111111 _ I■_CI g g \ I■11 I■1�11 r-- -1■ ,1111'.,1■1■I11■v - 1-I_I■1111. I■ICI_ I■IlI_1■ I■- i ■ 1■111 111p ■1111_ -. ■- 1-1_1.111 I_ 1111_ - , ■tt I■ I 11 I■ I■ I_ \\ 1■1111■,�I■1■111■1.1■11111 111111111■,-,y11111111 10.11 I_1�1■1111■_,-1111111■_■ NE IN I_ I■- I■ I■ I■ I■ I■ II 11 ■EI■ aAut■ I■I■I. y 1111_..1■111■1-i.I■111■■ _ -I■I�� nt>•I■1■ii I-I. = I■11 1111-1111,., 1111,11111 i ,t . , 11 I_ 111011 I_•I■I■ _ (■ n.-�, _ fit 111111■I■; I■111■11 11 N 11 _ I■ I_ 111 I■ ■I■ -I_�I■ 1-_I■I. 1■ 1- 1� -,_ I■ g s 1■ I 1■ a I■_1-I- :1112- - II ■i-_I■ x111_1-I■ 1111. I■ I■1■1111F I■I■I■I■ I1IiIIIIiIi I- iV - 1_ I■ I_ . z r 11 l x I■11111111- �111111i�1a1� vvv i■_ I■-� 1■1-iil�l11ll-I■I1 111, ■1-1.■ i_I , - �i1111 .1111. rn - 1- I■I■ 111111 _ I■I1I�;� 1111111111 11 < I■1■1-i■1■1v111-1!1j■II tps+ - ■111111-I_I■�0".��I_I■I1 < 1!1iIILIiII!!11 Ir 1 ■.-iiI■I■ '10.1.1■ ■ i$IIIIEI4IJ■1111 I.I■111111111- I1 1■1111_1■11 I■I■I_ ,, _ I■ I.11111-iil■ ',X1_1111111■II 1-I_I■I.1.111111■11141-■I-1■11 1.,■,■I. I pl■1111�1.01�1111�1.011 cn ■_ ■ I■ ■ I■,. 0 I■ 11 I■ 11 Ii-I■11'1_-■11 ■ 11111..1111 I�-•i■111' I. i ■I■ I■1-I■I■ 11..11_1■1111- I_1■111.1■ II 111111■.-om ii1.1-1_11111_ ■1■ 1■ .�I■ 1� 1111 I■ I■ I■1■ ■ Itl■I_1-,■111111_1-1■I■I■I_I� N I_ (111_ I_ 1111_ I■ IIiI!_II(i!_IIi o1 ■11I�ci I ■11 1 � r 1111■11111_ I■1- 1_ 11 < iii.IInhuIm 1111■w 111111111 n - 11_1111111 I■1■i■■i-I■I : c3 -1_11 IIIJii_II.IIIIIIIIIil 1111■ I ■111111■II ■Im ' _I■11■.111■-_.` p1■��1111 1I1I!-1'I1Ii11.111.11■ �-1■1I1■I�I: �. I■I.I■I 11111 1.111 111I■I� �11111I11■1�1■I1I11111�1. �_ ;:` 111 1- 11111 _ 1.111 I•1■�-111 I■11-1■ 1 v - 1_;1111111-1_1111111111-no 11;1-1■ 1111■I-I■ (111. - I■ I_ I■ I_ II I■ I■ I■ I■ ` , 111 1.111 111111 _ ■I 0-_1111 1_,-11111 x I PiIIjIiIIj.1I-I■11 iIijIIIIIiI1 1111■■ II 1_■i■■ -n ii-1�N 1.1■i: a"r E.2 ;. ,: v�,�"a -� �- 111I11i1111.1■1111 1" "1•11 g 4 11,il�ii111111i �iil11111ii m� ;,, N [ I-I■ I_I■I 1■) 1_1■1-11 c I■ 11 I■ I■ °' :k a':� 111-1.1■1111111--1■1111111■ vw%} r ry ,.Va' 11 i-I-111■I_ I_1�11 :� ,(,4 w'°" yes ," 1�a I..I■I-1■.:.1111-1■I -i -111 I -1■ I■I 1_11 '. G 11111 3" '°` "-I: l■ I■ I■I■ I■ I■ I. _ -_l■■I■-_I■1■I■1-I. re nwrn�� ,-' 4 ,) F . , sy. I■1■ 111111 i_ -0 i 33;t_,,.s ,�:, s ii I■111 ii I■1■ is ■ 111■ ii 11111 ii I_ I■ 1_ 1■1■ ��1� I■ ill■1 11 It f,) '',1J t•Ma C °!;� rg a ' I .� _41 1111111111111-1■111111111-1 11 ■1111-I■1111■I■-11111111111 ��D r-' _ z N, 4` / ' I 11.11■1-111111-■1-11111 j � 1 m ' i- "` z; ,:i I■ I.I■111■ 111■111■ l ' •:,, 1.11 - 111■ - 1111`i:"1 r r 7,r „.4 "." ,.y' . ' r I . ,_I_ I■I-I_ I■i le I i/', y ' : �J. ■. I 11111 IC 11 CD E 1111111■I■ I■1■1■1■ 11 1■ I-I■ I■ -.t ,.., k ‹ I I■,-I■11 I■,-11111 I■,� ■1■ MIMEO ..tm 1.111-111.1■I■-1.111■II ` ',) D. :y 1..,.i i 1.1111!1-I■I„I■1111-1■1111 (1,1 - '? ; .6 '`, ;'> s a ''� ___ _-1_ 1 11■l�iil�l�li Co. ' '''z >�� w ' <:w 15 ._..1 , ./ -I�I■I�I■I■-10010..-. m_I�■ilml nd i. �,° ,'4 .. 'Y'. _ ., _1111 i,l_1�1 4 ■i■I■111111■11I1 MI I a L, `" r. yr_F- _ r ,, milim1111_- 1111111_-11 4 ii 111■It■I■1111■II s 111_1-111 I■_-111 II !111 _ _I■ _ 1_111,,,,EzI�1111■I�I■Immie-I■111111 .-1111111■ ■n ICI■1■ I■111■11 I■1111 , 't,> ,,:, Y ' ` .111110-M.1111111116 I 1� 1 I. I. 1 4 / ■11.�20.-,1 (1•$ -0 0 P 51 CJ 0 �S g § RT 02 F I i - cl CI i- 1 1 COPYRIGHT@ 2008 G&L RESIDENTAL DESIGNS, INC. dba G&L Residential Designs DO NOT SCALE THE DRAWINGS.THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS.VERIFY ALL DIMENSIONS„FINISHES, FIXTURES, ETC. DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION BY G&L RESIDENTIAL DESIGNS, INC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT,OR NOT CLEAR,THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. A NEW RESIDENCE FOR G&L RESIDENTIAL DESIGNS, INC. STRUCTURAL REVISIONS SHEET NO. th,A ' 150 THUNDERBIRD DRIVE * STE 305 RICHMOND HILL, GEORGIA 31324 14 . ( R . TI SAMAKER (912) 756-6751 WWW.GLRESIDENTIALDESIGNS.COM i_N Q T # .4- I 4 SZ�M N A M:� DESIGNED BY: DRAWN BY: CHECKED BY: DATE: 0 Professional Member of I T .E I S . ANi // CHA I'4AM CIOUN T �EOS l A SPA.. 6.P.L. J.},1.. 06/01/2012 OF /merican Institute of Building Design 0 w Z STAGGERED ROWS OF Sa QUICKTIE SYSTEM = I- (2)ILS AT 3" O.G.HORIZONTAL HURRICANE &SEISMIC TIE DOWN SYSTEM X = SPACING AT TOP PLATE , TOP OF PLATE _ TABLES REFERENCED FROM "INSTALLATION GUIDE FOR USE WITH SSTD 10-99" ,� CD • _• .. .. .. • EDITION 2008 vs z IL TYPICAL EXTERIOR w 0 0 . . • SHEATHING PANEL _ -,p Q • L (REP.DETAIL 3-SI TABLE 3.2 Z 0 . t EXTERIOR SHEATHING(2) STAGGERED ROWS OF 8d °L FOR TYPICAL QUICKTIE UPLIIFT PLACEMENT uS E 311 NAILS AT 3" O.G.HORIZONTAL > NAILING,PATTERN) z O U U) t t . SPACING AT SPLICE SIDE WALL UPLIFT ANCHOR SPACING AND CONNECTORS 10 PSF DEAD LOAD z pC Z z o O '_ ._ . - - - - _ •_ j OF PURLIN 0 SECOND FLOOR JOIST 12' EVE HEIGHT 30' EVE HEIGHT 2 cc uy 1-7 V FRAMING BEHIND o w 5 NOTE:ALL STRUCTURAL MEMBERS&ANY — • to (VERTICAL STUD z TRUSS/RAFTER TRUSS/RAFTER W EXTERIOR MATERIAL SHALL MEET OR 3 Sd NAILS AT 3 O.G. WALLS BEHIND NOT -' z = • VERTICAL SPACING, _A WIND SPEED/ QT TO TOP PLATE QT TO TOP PLATE < 7) EXCEED A 130 M.P.H. (MIN.)WIND LOAD& • AT EDGE(TYP) FOR CLARITY) BUILDING WIDTH UPLIFT SPACING CONNECTOR UPLIFT SPACING CONNECTOR u o TYPICAL 2 ROW •MEET OR EXCEED ALL BUILDING CODES • _ _ _ _ _ _ _ _ 100/28' 616 6'6" (1}HA4 770 5'9" (2)HA4 > 1 BUILDING DEPARTMENT, INCLUDING IRC 2006 NAILING PATTERN T 1-1 - ] ] I [ [ ] f [ CONTINUOUS SHEATHING 100!30' 660 6.-3" (1)HA4 825 5'-6" (2)HA4 ui = &SBCC{SSTD 10-99 STANDARDS. ; FRAMING, ND FLOOR 100/32' 704 6'-0" (2)HA4 880 5'-3" (2)HA4 Z ILI CC fil• SHEATHING(TYP) 100/34' 748 6.-0" (2)HA4 935 5'0" (2)HA4 CC co GENERAL STRUCTURAL NOTES • _ • . . . OF PURLIN CD Z . • 100/36' 756 5'9" (2}HA4 945 4'9" (2)HA4 U IL 100!40' 840 5'-6 _ 0 D RESIDENTIAL DESIGN •• • • •• Sa NAILS AT 6" 0.G. (2)HA4 1050 4'6" (2)HA4 0 Q CC / VERTICAL SPACING, u 100/42' 882 5'3" {2)HA4 1103 4'3" (2)HA4 Z i CHATHAM COUNTY, GEORGIA • `T EACH INTERIOR STUD W HORIZONTALLY A JOINTS U °C > 100!46 953 5'-0" (2)HA4 1192 4'-0" (2)HA4 Q 0 ' I) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: I'-4" _ O 100/48' 995 4'-9" (2)HA4 1244 3.-9" (2)HA4 0 Q ei ( ) f 100/50' 1036 4'-6" (2)HA4 1295 3'6" (2)HA4 w z { . CV RESIDENTIAL CODE - 2006 (IRC-2006) — — o O v co U ki (A) INTERNATIONAL RES ( ) . (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 100/52' 1068 4'-3" (2)HA4 1335 3'-6" (2)MTS12 0 0 Q • CONSTRUCTION 55TD-10-aa 100/54' 1109 4'-6" (2)HA4 1386 3'-3" (2)MTS12 =O I--- �-• 0 0 C OR TYPICAL SHEATHING (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND ,, •, •_ •. •. •. • . •• •. •. •_ •• •• •_ •• •_ •• •• •• ••�'•• BOTTOM OF P.T.SILL PLATE 100/56' 1150 4'0" (2)HA4 1438 3'3" (2)MTS12 = �¢ ) 0 INSTALLATION PATTERN Z - 113 w 0 TWO-FAMILY DWELLINGS (I 5 SBG HIGH-WIND EDITION) (2) STAGGERED ROWS OF Sal 100/60' 1228 3'9" (2)HA4 1535 3'0" (2)MTS12 O - Z ° _1 NAILS AT 3" O.G. PLATE FOR SHEAR BETWEEN FLOORS 0 ° 0 = z OR SPACING AT SILL PLATE � Z (D) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASGE-1) ® : 1/4" _ ,,-0« TABLE 3.3 m o ._ w m 2) DESIGN CRITERIA: ALL SHEATHING NAILS MINIMUM QUICKTIE UPLIIFT PLACEMENT FOR HIP ROOF END JACKS z F V) -. - 0 J ad(GG ABOVE F E.M A FLOOD 3„ 90,100,110 MPH WIND SPEED OU I- 0 W a ROOF LIVE LOAD ---- 20 P5F PLANE,6ALY.METAL BELOW o o= ^W 0 = 0 • FLOOR LIVE LOAD --- 40 PSF F E.MA.FLOOD PLANE) t I O = i� = J w e WIND LOAD PER IRC 2006 • _• 7'OI444'END DEAD LOAD 0 00 U 0 I WINDOW AND DOOR DP RATINGS PER IRC-2006 • = • N JACKS 7 PSF 10 PSF Z 1 cc g U MAX. WIND TRUSS/RAFTER TRUSS/RAFTER =� o ~+ 1. -- 3 SEISMIC CRITERIA: (2003 IBC - SECT. 1615) TYPICAL SHEATHING 3 EAVE SPEED QT TO TOP PLATE QT TO TOP PLATE Q 51TE CLASSIFICATION: SITE GLAD "D" ink NAILING PATTERN HEIGHT (MPH) UPLIFT SPACING CONNECTOR UPLIFT SPACING CONNECTOR �- W AVERAGE "N" VALUES: BETWEEN 15 TO 50 WV SCALE: 1/2" _ r-o° TYPICAL 2 ROW " o SPECTRAL RESPONSE ACCELERATION: 5 MAILING PATTERN 90 307 8'-0 (1)HA4 261 8'-0" (1)HA4 w W m j Z • SITE COEFFICIENT VALUES: Fa = I.I Fv = (.8 12' 100 406 8'-0" (1)HA4 359 8'-0" (1)HA4 CC Q W a; BUILDING DESIGN CATEGORY: "G" NAIL PATTERN ACCORDING TO le SBGGI STANDARD 10-aa 110 511 7'-0" (1)HA4 465 7'-6" (1)HA4 W H 0 CC C U ■ 90 384 8'-0" (1)HA4 326 8'-0" (1)HA4 ¢ LCE1 ( ) '2 0 WIND ZONE - INLAND WIND ZONE - OCEANFRONT 0. 3/4" BOLTS 0 o= , ` ' m Z 30' 100 507 7'-0" (1)HA4 449 7'-6" (1)HA4 O i� W 120 MPH (B EXPOSURE) 130 MPH (G EXPOSURE) /'�� BASIC WIND SPEED - MPH 3 SECOND GUST BASIC WIND SPEED - MPH 3 SECOND GUST 110 639 6'-3" (1)HA4 581 6'-6" (1)HA4 -J z0 1I o m m MRH ZONE(4) ZOO) MRH ZONE(4) ZONE(5) TABLE 3.4 WW w • 15' DP35 DP45 15' DP40 DP50 o ° �0 ~ N z a 20' DP35 DP45 20' DP45 DP55 QUICKTIE UPLIIFT PLACEMENT FOR HIP ROOF w u_ V T rn a 25' DP35 DP45 25' DP45 DP55 #1 TRUSS(GIRDER TRUSS)90,100,110 MPH WIND SPEED z W 30' DP35 DP45 30` DP50 OP60 t ' U.1 o 0 35' DP35 DP45 35' DP50 DP60 ) _ 12'MAX.EAVE DEAD LOAD I- F- 40' DP40 DP45 40' DP50 DP65 U Ui 45' DP40 DP50 45' DP55 DP65 HEIGHT 7 PSF 10 PSF 0 H 50' DP40 DP50 50' DP55 DP65 o WIND ¢ o DESIGN PRESSURE VALUES LISTED IN TABLE ARE POUNDS I SQUARE FOOT (PSF) oo ° a o (MPH) WIDTH _ UPLIFT ANCHOR_CONNECTOR UPLIFT ANCHOR - CONNECTOR O o I o (I SPEED BUILDING QT TRUSS QT TRUSS W 0 I8" 30 1130 (1)QT (1)QGT 960 (1)QT (1)QGT = Z ------ 11.11 a I I ° 90 40 1400 z g- CC V, ..( oa o II (1)QT (1)QGT 1226 (1)QT (1)QGT Q !!� Q I 50 1772 (1)QT (1)QGT 1514 (1)QT (1)QGT A A �'� c::';' 30 1490 (1)QT (1)QGT 1320 (1)QT (1)QGT II 0 13-1 co al n Z 1 6 v ST FLOOR 1ST FLOOR 104 40 1894 (1)QT (1)QGT 1680 (1)QT (1)QGT pap u.... V it 0 000. 50 2328 (1)QT (1)QGT&(1)MTS12 2072 (1)QT (2)QGT• A = MHR (MEAN ROOF HEIGHT) A = MHR (MEAN ROOF HEIGHT) 30 1880 (1)QT (i)QGT 1710 (1)QT (1)QGT < if +n 110 40 2392 (2)QT (1)QGT&(1)MTS12 2178 (2)QT (2)QGT K c ` 3) WINDOWS,GLASS DOORS, 4 SKYLIGHTS SHALL BE APPROVED AND 80TH NEGATIVE AND POSITIVE PRESSURES S I M PSON COLUMN BASE # CB88 54 2946 (2)QT (2)QGT 2694 (2)QT (2)QGT INSTALLED TO COMPLY WITH HEADERS I N LOAD BEARING HALLS 8 N.T.S. A5 REQUIRED BY 55TD IO-qq. DOCUMENTATION OF COMPLIANCE ii 120 MPH EXPOSURE B WIND ZONE � 30'HEIGHETAVE DEAD LOAD SHALL BE AVAILABLE ON SITE FOR EACH WINDOW,DOOR OR SKYLIGHT 7 PSF 10 PSF AT THE FRAMING INSPECTION. (55TD TABLE 602AI,602A2,602A3) REQUIREMENT AT EACH END OF HEADER WIND RI Da 4) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN SPEED BUILDING QT TRUSS QT TRUSS 1 HZ it WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. NUMBER OF (MPH) WIDTH UPLIFT ANCHOR CONNECTOR UPLIFT ANCHOR CONNECTOR D 0 HEADER SPAN (ft.) MINIMUM HEADER SIZE FULL-HEIGHT OF STUDS UPLIFT (lb.) LATERAL (lb) 30 1412 (1)QT (1)QGT 1200 (1)QT (1)QGT "Ill it X- PANELS WILL HAVE A MINIMUM THICKNESS OF 7116 INCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH 90 40 1800 (1)QT (1)QGT 1533 (1)QT (1)QGT /� ATTACHMENT HARDWARE PROVIDED AND NUMBERED 50 THAT A 2 2 -2X4 I 364 15'7 50 2215 (1)QT (1)QGT&(1)MTS12 1888 (1)QT (1)QGT z V 4 HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR 3 2 -2X4 2 546 236 ` 'l t__��_0 30 1862 (1)QT (1)QGT 1650 (1)QT (1)QGT EACH PANEL. (IRC 3012.12. AND 55TD 604) 100 40 2368 (1)QT (1)QGT&(1)MTS12 2100 (1)QT (1)QGT Cl) F- 4 50 2910 (2)QT (2)QGT 2590 (2)QT (2)QGT a . 2 -2X4 2 128 314 3 '110 3413 30 2350 (1)QT (1)QGT&(1)MTS12 2138 (1)QT (1)OCT ~ I Z ''� 5 2 -2X4 114 40 2990 W STRUCp ' tb T /�q� �y (2)QT (2)QGT 2722 (2)QT (2)QGT TURAL ST�� � V/L«s�Lr/ 6 2 -2X6 5 Ipg2 411 cn LUMBER SPECIES: #2 SY.P.KD. MEDIUM GRAIN 50 3682 (2)QT (2)QGT 3362 (2)QT (2)QGT �, w . rat ft . WIND SPEED: 130 M.P.H. 7 2 -2X10 3 1,214 550 0 06 0 a WALL. LOCATION CEILING HEIGHT STUD SIZE O.G. SPACING EXTERIOR 8'-0" 2 x 4 16" 8 3 - 2X8 3 1,456 628 z0 EXTERIOR Q'-0" 2 x 4 16" EXTERIOR IO'-O" 2 x 6 16" 41 3 - 2X12 3 1,638 101 iii ET) 1- jin EXTERIOR 12'-0" 2 x 6 12" EXTERIOR 14'-0" 2 x 6 12" d DBL. ® 36" 10 4-2X10 4 1,820 785 06 Er 0 INTERIOR 8'-O" 2 x 4 16" #Q `� z e� INTERIOR '-0" 2 x 4 I6" ~ Z ILI • INTERIOR 10'-0" 2 x 4 16" z �-- INTERIOR 12'-0" 2 x 6 16" FULL. HEIGHT STUDS (� ILI INTERIOR 14'-0" 2 x 6 12° FULL HEIGHT STUDS SHALL MEET THE SAME REQUIREMENTS A5 EXTERIOR WALL STUDS PER TABLE 5 OF THE WOOD a \ 6 EXTERIOR 16'-0" 2 x 8 16" « _ w 1l FRAME CONSTRUCTION MANUAL (120 MPH-EXPOSURE 3). THE MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH z )- END OF THE HEADER SHALL NOT BE LESS THAN HALF THE NUMBER OF STUDS REPLACED BY THE OPENING, IN O w ACCORDANCE WITH THE WOOD FRAME CONSTRUCTION MANUAL,TABLE 41. FULL HEIGHT 5TUD5 SHALL BE PERMITTED w cc J 1- TO REPLACE AN EQUIVALENT NUMBER OF JACK STUDS,WHEN ADEQUATE GRAVITY CONNECTIONS ARE PROVIDED. w SOIL BEARING PRESSURE WINDOW w SILL PLATES z w ASSUMED AT 2500 P.S.F. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL NOT EXCEED THE SPANS GIVEN IN TABLE 41. ° 1_ OWNER DID NOT FURNISH HEADER AND/Of? GIRDER TO STUD CONNECTIONS , xo c TESTS TO ESTABLISH S.B.P. HEADERS AND/OR GIRDER TO STUD CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN TABLE 41. o0 0, 2 OWNER ASSUMES ANY AND WINDOW SILL PLATE TO STUD CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN TABLE 41. 0 ALL RESPONSILBILITY FOR TOP AND BOTTOM PLATE TO FULL HEIGHT STUD o 0 I 1 m O = M 5 CV a ANY&ALL FOUNDATION EACH FULL HEIGHT STUD SHALL. BE CONNECTED IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN TABLE 9. 0° SETTLEMENT AND HOLDS = w oy HARMLESS ENGINEER. d TABLE 9 - WALL OPENINGS - HEADERS IN WALLS C3 CC � o a . m`- .WOOD FRAME CONSTRUCTION MANUAL - 120 MPH EXPOSURE "B" a z J e ,-'4s U QUICK TIE-DOWN SYSTEM GENERAL NOTES: QUICK TIE QT UPLIFT WALL ANCHORAGE NOTES: C, z 1. Provide the following products as manufactured by Quick Tie Products, Inc.: w ~ a. QT - Wall Uplift Anchors QUICK TIE QT (or QT3) HOLD DOWN ANCHORAGE NOTES: 1. The QT assemblies, located and detailed on these shop drawings, provide X = b. HA 4 and/or MTS 12 - Truss/Top Plate Uplift Connectors , uplift resistance from the foundation through to the uppermost plate of the building wall system. w c. QT and QT3 - Shear Wall Hold-downs 1. The QT assemblies, located and detailed on these shop drawings, provide uplift resistance from the They are provided in lieu of the series of stud-to-plate straps and connectors, or threaded rods w o 0 d. QHD2 - Shear Wall Hold-downs foundation through to the uppermost plate of the building wall system. They are provided in lieu of the series of shown on the Architect's or EOR's drawings. e. QT and QT3 - Girder Hold-downs stud-to-plate straps and connectors, or threaded rods shown on the Architect's or EOR's drawings. 2. Products: z ELI it f. QGT and QHD2(G) Girder Hold-down Connectors 2. Products: 2.1. Wire rope --- % inch diameter, galvanized "aircraft" designated 7x19 z ui g g. Q1000 Epoxy Adhesive 2.1. Wire rope --- % (or 3/8) inch diameter, galvanized "aircraft" designated 7x19 with a minimum breaking with a minimum breaking strength of 7,000 lbs. o F.5 cc 0 z h. Other miscellaneous metal hardware strength of 7,000 (or 14,000) lbs. 2.2. Threaded studs: ASTM A 108, Grade 1018 cold finished bar steel w o 0 2. Contractor shall verify all conditions and dimensions before beginning the work of this portion of the work and notify the Engineer of any 2.2. Threaded studs: ASTM A 108, Grade 1018 cold finished bar steel with a minimum yield strength of 70,000 with a minimum yield strength of 70,000 psi and an ultimate tensile strength of 85,000 2 cc Fn discrepancies. psi and an ultimate tensile strength of 85,000 psi. Stud shall be swaged to the wire rope and have a minimum of psi. Stud shall be swaged to the wire rope and have a minimum of 4 inches of thread (UNC %2 x ° w > 3. The QT and QT3 Anchors shown must be installed by a factory trained and certified installer. 4 inches of thread UNC % x 13 (or 6 inches of thread, UNC 3/a x 10). Stud is uncoated. 13). Stud is uncoated. Q u a: 4. All other hardware shown must be installed in strict accordance with the details and nailing requirements shown. 2.3. Nuts --- Nominal '/2 x 13 (or% x 10) hex nuts, cadmium plated. 2.3. Nuts --- Nominal '/2 x 13 hex nuts, cadmium plated. � 0 ' w 2.4. Round washers --- Nominal 1 inch diameter, galvanized. 5. Deliver, handle and store all materials in their original cartons, off the ground and protected from rain, snow, wind or other damage-causing 2.4. Round washers --- Nominal 1 inch diameter, galvanized. w = elements either natural or man made. 2.5. Square washers: 3 inch x 3 inch x % inch thick with diagonal slotted hole (or 3 inch x 5 inch x 3 inch with a 2.5. Square washers: 3 inch x 3 inch x % inch thick with diagonal slotted us ,T_z 6. This building will not be secured against uplift or lateral wind loads until all hardware and sheathing is fully installed. Contractor shall make hole. Washer is uncoated. circular hole). Washer is uncoated. o 2.6. Epoxy --- Shall be Quick Tie Q1000 epoxy. Q provisions for securing the stability and providing proper alignment of the structure during construction. 2.6. Epoxy --- Shall be Quick Tie Q1000 epoxy. ° 2.7. Other hardware required for concentrated load connections (shear wall or girder hold downs) is shown on 2.7. Other hardware required for truss /top plate connectivity is shown ° z F- on details accompanying the Quick Tie details and resists loads in accordance with the load D = 0 WALL UPLIFT AND HOLD-DOWN ANCHORAGE NOTES details accompanying the Quick Tie details and resists loads in accordance with the load tables contained in this tables contained in this submittal. '- -f CC 1. The QT assemblies provide wall uplift resistance and hold-down resistance for shear walls and girders from the uppermost top plate or girder . submittal. . 3. Installation: ° < a through to the foundation of the building system 3. Installation: 3.1. Installer: All Quick Tie anchorages shall be installed by a factory trained and licensed installer z cn 2. Products: 3.1. Installer: All Quick Tie anchorages shall be installed by a factory trained and licensed installer who shall who shall provide the following documentation for approval before proceeding with the work. 2.1. Wire rope - % (or 3/8 inch) diameter, galvanized "aircraft" designated 7x19 with a minimum breaking strength of 7000 (or 14,400) pounds. provide the following documentation for approval before proceeding with the work. (-) 0 3.1.1. Certificate(s) identifying specific trained installer(s) who will be working on this project. o it 2.2. Threaded studs: ASTM A 108, Grade 1018 cold finished bar steel with a minimum yield strength of 70,000 psi and an ultimate tensile strength of 3.1.1. Certificate(s) identifying specific trained installer(s) who will be working on this project. F- F- N 3.1.2. Quick Tie Detailed Installation Instructions. w z U c. 0 O 85,000 psi. Stud shall be swaged to the wire rope and have a minimum of 4 inches of thread, UNC '/2 x 13 (or 6 inches of thread, UNC %x 10). Stud is 3.1.2. Quick Tie Detailed Installation Instructions. 3.1.3. Sample of Quick Tie Installation Quality Check List/ Sign-off Sheet (to be completed by Q M ° w uncoated. 3.1.3. Sample of Quick Tie installation Quality Check List / Sign-off Sheet (to be completed by installer installer during installation). _ _ g- Q z ¢ O 2.3. Nuts - nominal '/2 x 13 hex nuts (or%x 10), cadmium plated during installation). 3.1.4. The General Contractor shall have electric power available to the Quick Tie Installer °C ^` o w ° 0 2.4. Round washers - nominal 1 inch diameter, galvanized 3.1.4. The General•Contractor shall have electric power available to the Quick Tie Installer without charge. without charge. At least one electric outlet (115V, 20A) shall be available. Z J 1J) ,,, ° 2.5. Square washers: 3 inch x 3 inch x 1/4 inch thick with diagonal slotted hole (or 3 inch x 5 inch x 3 inch with a circular hole). Washer is uncoated. At least one electric outlet (115V, 20A) shall be available. z C7 3.1.5. The General Contractor is responsible for proper installation of all elements of the wall H a 2.6. Epoxy - shall be Quick Tie Q 10001nstallation: 3.1.5. The General Contractor is responsible for proper installation of all elements of the wall system not system not specifically provided by Quick Tie Products, Inc. Some of these elements have = °z -J i= 3. Installer: All Quick Tie anchorages shall be installed by a factory trained installer who shall provide the following documentation for approval before specifically provided by Quick Tie Products, Inc. Some of these elements have specific requirements that are specific requirements that are detailed in this submittal: °C o = w m proceeding with the work: detailed in this submittal: 3.1.5.1. Design load capacities for Quick Tie Products in this submittal are based on the z o ( ) °z °- °Li, J 3.1. Certificate(s) identifying specific trained installer(s) who will be working on this project 3.1.5.1. Design load capacities for Quick Tie Products in this submittal are based on the Contractor using Contractor using Douglas Fir Larch or Southern Yellow Pine ° ° Liu r-1 U cc 3.2. Quick Tie Detailed Installation Instructions Douglas Fir Larch or Southern Yellow Pine lumber for the framing. Notify Quick Tie Engineer if hardware is to lumber for the framing. Notify Quick Tie Engineer if hardware is to be connected to 0 0 v 2 cc cc 0 ID 3.3. Sample of Quick Tie Installation Quality Check List/Sign-off Sheet (to be completed by installer during installation) be connected to any other species. any other species. } Z o 0. I 3.3.1. The General Contractor shall have electric power available to the Quick Tie installer without charge. At least one electric outlet (115V, 20A) 3.1.5.2. Stud framing --- Quick Tie Anchors, when pre-tensioned, impart a compression load on the stud 3.1.5.2. Stud framing --- Quick Tie Anchors, when pre-tensioned, impart a compression load - o o 0 on the stud framing. The details in this submittal include suggested stud m shall be available. framing. The details in this submittal include suggested stud arrangements for resisting these loads, but the arrangements for resisting these loads, but the responsibility the performance of � � �-- "' 3.3.2. The General Contractor is responsible for the proper installation of all elements of the wall system. Some of these elements have specific responsibility for the performance of these members rests with the Architect or EOR. these members rests with the Architect or EOR. o o .. requirements: 3.1.5.3. Sheathing --- In order for the uplift system to resist loads shown in the Quick Tie Spacing Table on 3.1.5.3. Sheathing --- In order for the uplift system to resist loads shown in the Quick Tie ,' = Z D CO J 3.3.2.1. Design load capacities for Quick Tie Products are based on the using Douglas Fir, Larch or Southern Pine lumber for the framing. Notify the this sheet, the sheathing, at a minimum, must be: Spacing Table on this sheet, the sheathing, at a minimum, must be: °C c Q Engineer if Quick Tie hardware is to be connected to any other species. • One side 7/16 inch OSB with 8d nails on a 6/12 pattern. H J °C • One side 7/16 inch OSB with 8d nails on a 6/12 pattern. w a ° c 3.3.2.2. Stud framing - Quick Tie anchors, when pre-tensioned, impart a compression load on the stud framing. The details include suggested stud • Two sides '/2 inch GWB with #6 x 1 '/" inch screws on a 16/16 pattern. When this wall system is used ▪ Two sides 'A inch GWB with #6 x 1 'ls inch screws on a 16116 pattern. When Q Q m°` a ° arrangements for resisting these loads. additional strapping is provided and must be installed in accordance with details on sheet QTD-S3. ,- c (J) in this wall system is used, additional strapping is provided and must be installed in O o 3.3.2.3. Sheathing - in order for the wall uplift system to resist loads shown in the Quick Tie Spacing Tables, the sheathing, at a minimum, must be: 4. Where boxed columns or walls are to be enclosed on both sides, sheathing on one side shall be left off until z 0 w accordance with details on sheet QTD-S3. Z ,� • One-side, 7/16 inch OSB with 8d nails on a 6/12 pattern fully inspected by required inspection officials. 4. Where boxed columns or walls are to be enclosed on both sides, sheathing on one side shall be left o z ( m • Two-sides, '/2 inch GWB with #6 x 1-1/4 inch screws on a 16/16 pattern. When GWB wall system is used, additional strapping is provided and must 4.1. Plates --- The top plates and sole plates will be drilled by the Quick Tie Installer during the installation off until fully inspected by required inspection officials. °C z ..J ° `c' ° P responsible providing appropriate proofing/stopping Y P Y q P w w = t� w -I be installed in accordance with wall elevation details. process. The General Contractor is res onsible for rovidin a ro ria#e fire for these Z 2 H z 4. Where boxed columns or walls are to be enclosed on both sides, sheathing on one side shall be left off until fully inspected by required inspection 4.1. Plates --- The top plates and sole plates will be drilled by the Quick Tie Installer during the 0 o a N 0 Q g Y p Y q P penetrations to meet all rated assembly requirements. installation process. The General Contractor is responsible for providing appropriate fire w u_ (,D r officials 4.2. Concrete --- The concrete will be drilled by the Quick Tie Installer during the installation process. The ° • w 4.1. Plates - The top plates and sole plates will be drilled by the Quick Tie installer during the installation process. The General Contractor is responsible P g g P proofing/stopping for these penetrations to meet all rated assembly requirements. w z ° General Contractor be responsible for insuring that the concrete receiving,the epoxied stud has reached a = 0 ia- for providing appropriate fire proofing/stopping for these enetrations to meet all rated assembly requirements. minimum of 2500 psi compressive strength before the Quick Ties are pre-tensioned. Furthermore, 4.2. Concrete --- The concrete will be drilled by the Quick Tie Installer during the installation F- g P g penetrations y q p p g p the General �; � 4.2. Concrete - The concrete will be drilled by the Quick Tie installer during the installation process. The General Contractor shall be responsible for Contractor shall insure that the epoxied stud remains undisturbed until the epoxy has achieved minimum "load process. The General Contractor shall be responsible for insuring that the concrete receiving z ,:c insuring that the concrete receiving the epoxied stud has reached a minimum for 2,500 psi compressive strength before the Quick Ties are the epoxied stud has reached a minimum of 2500 psi compressive strength before the Quick ¢ z p p g time" for the temperature and conditions indicated on the Q10001abel. pre-tensioned. Furthermore, the General Contractor shall insure that the epoxied stud remains undisturbed until the epoxy has achieved minimum "load Ties are pre-tensioned. Furthermore, the General Contractor shall insure that the epoxied stud g ° time" for the temperature and conditions indicated on the Q 1000 label. remains undisturbed until the epoxy has achieved minimum "load time" for the temperature w Z and conditions indicated on the Q1000 � Z � � z (Notes to Designer - not to be included in the drawings) < W !� 1. Some of the catalog load tables indicate a "133%" value for the connector. Check with Code or Building Official to verify specific applicability. . • c m ju V 2. Items identified as (Special) in the product listing above are to be used where galvanizing is required. ~ 0 0 ci n/ 3. For load tables, products or conditions not included in the typical notes and details provided, see Quick Tie product catalog elsewhere on this web z w Il< site 0 0 Lila V ni 0 4. QHD2(G) shown in the accompanying details is the same product labeled QGT2 in the catalog . . < <ill y i c 0 • • • 0 < z ti ,� °A306 ANCHOR BOLT 4 HOLD DOWN LOAD TABLES SUGGESTED QUICK TIE HOLD DOWN & COMPRESSION STUD CONFIGURATIONS V--10 io • EPDXY OVERSPILL MIN. NOTE: d • MIN. APACITY THE ILLUSTRATIONS BELOW SHOW ONLY POSSIBLE CONFIGURATIONS FOR QUICK TIES AND COMPRESSION STUDS. a 0 N 2x4 WOOD BOTTOM PLATE PRODUCT EMBED. EDGE DIST. (LBS) THESE ILLUSTRATIONS DOES NOT INDICATE ADDITONAL STUDS MUST BE ADDED. CORNERS, TEES, JACKS AND KING 14111 3t `.4 CONCRETE SLAB STUDS CAN BE USED AS REQUIRED COMPRESSION STUDS WHEN LOCATED NEXT TO QUICK TIES. n , :I MIN 2000 psi QT 4" 2 1/4" 2,321 U N. • a.. QT 4" 6" 3,500 A-(1-QT) STUD CONFIGURATIONS C-(1-QT3) STUD CONFIGURATIONS 66. 44111 I___ 0 I ° a QT3 6 3/4" 3 1/2" ** 7,000 OR FM • OR 0 ►1wA • wag OR Era OR ►1a►,1!►,Ira F ♦ d CM ALT.LOCATION M 5/8 0 w " 0 o l•/0 ALT.LOCATION ill qLT.LOCATION °!n Q QHD2 4�� 4,050 ALT.LOCATION ALT.LOCATION ALT.LOCATION < 14 (30-16d) 8 1/2" z kii * I.x 4 HD2 G 3/4" 0 B-(2-QT) STUD CONFIGURATIONS D-(2-QT3) STUD CONFIGURATIONS 0 tt (30-16d) 3112 4,050 ►:1►;1l__►`,1 OR ►;1;1►;1�►:1 OR • ►1►!il • Mani;1:1 OR ►;1►'.1►;1'01;1 OR we..'i1 ►Ao11 co c cc 6 li 3/4" �� ►=^1 =;� ALT.LOCATION '� ° U 0 • -- 112" P76 ® ALT.�LOCATION ALT.LOCATION 6'MIN. ►-■ ►-, 2951 POWER AVENUE . .0" z 3„ - 7CJ 2 1/4" 1450 E z MIN. QGT 4" OR ►�►�►1�.0, OR ►:1 1:1 , , JACK ONVILLE, FL. 7 2 o 1- a 1/2" 0 OR 1111 • OR 11g►1 ►_� ►-� Iz cn Q QGT o .Cal • o ,VE31 o �,' ALT.LOCATION D�' ALT.LOCATION (904) 732-9377 -' ('_fie QGT 6" 2,21 7 ALT.LOCATION ALT.LOCATION ALT.LOCATION ►=; ALT.LOCATION z i„ -J V ° (18-10dx1 112") 4" 6!' _ NOTE: �l''' A= (800) 397-5542 . z_ Z al ** When minimum edge distance cannot be ft �- z cc acheived, use cast-in-place anchor AB.75x21 B, K AB.75x21B CAST-1N-PLACE ANCHOR BOLT see detail on this sheet. c� U ® 'y 1 w wa IJF .max Q w H w z = w H ° +� is w0 I . cc = . w . 06 _ o Co m m a co• w I I ' E o = 2'5 N °° Com C o O= ti0 0 �= w � V CC O.. z E OO° . U W Z GIRDER TRUSS GIRDER TRUSS ■ 2 2'-O 1/4" ' ( W @ID J IRDER TRUSS GIRDER TRUSS �� ( x4) BLOCK BETWEEN HOLE IN TOP PLATE HEX NUT 3-8 HEX NUT CC W III -- FLOOR TRUSS HOL L 3x3x STEEL WASHER I HOLE IN TOP PLATE " �. QGT 146A. QGT 146A. (2x4) GONT. ��� 3x5 x STEEL WASI iCR X I GALV.METAL TIE w/ QGT 146A. GALV. METAL TIE w/ 05T 14GA. BAND �'�%///,ii!' i I � W'�` IE- 2x4 WOOD TOP PLATE (� 18-.148x1 " NAILS 1#11 6ALV.METAL TIE w/ IS-.148x1 " NAILS ITT - 6ALV. METAL TIE wt I-� _ isi,,,,, jE !__2x4 r WOOD TOP PLATE w O LL IS-.148x1 NAILS • I�� ��� i8-.148x1 NAILS ♦ cV tr = - O iii I .; i film 3"x "xl/4" STANDARD 3"x "x1/4" STANDARD 3"xxl/4" STANDARD _ 3"x3"xi/4" STNAD % �■ w w MEM ��` STEEL PLATE ��VA STEEL PLATE Ir7�; STEEL PLATE �� �! STEEL PLATE i Uj - ---*VIDE MIN. " SPACER Z Fe .� 1�. ems" �. .�.�• m �■� •� ��' ��� IFI2' �y m •� �• u� • BET EN BEAM PLIES TO PLAN VIEW PLAN VIEW 0 U cn .'. .• CO •DATE QT(TYPJ iq" HEX NUT z O O III I/2" STEEL STUD �I!I III-- 1/2" STEEL STUD ��I11__ 1/2" STEEL STUD �IiII�i7,I11_ 1/2" STEEL SW O " HEX NUT w w RM. SWAGED TO WIRE i''',—I i� SWAGED TO WIRE III I SWAGED TO WIRE �I�II1•1tt 1� SWAGED TO WIRE 1.4" ROUND WASHER 3x3x4" STEEL WASHER 3x5 "xi" STEEL WASHER o w j II 1 ROPE ROPE ROPE ROPE • QUIGK TIE TO Z IIII. (2x4) CONT. I ° HOLE IN TOP PLATE 2x4 WOOD TOP PLATE 1" HOLE IN TOP PLATE � Ii 2x4 WOOD TOP PLATE � C'3 � (2)-MTSI2 1/8" ROUND HOLE 1/8" ROUND HOLE • 1/8" ROUND HOLE 1/8"ROUND HOLE UNDERSIDE �1 1� ¢ cn DRILLED IN TOP DRILLED IN TOP DRILLED IN TOP • DRILLED IN TOP BAND �!, OF BAND BOARD. N 'i-. 1- p �� — _ PLATE PLATE PLATE PLATE :::: '.�:•:•:� [c w■QUIGK TIE "';OVA . :.:e: �1i i _QUIGK TIE QUIGK TIE QUIGK TIE , ° .°►► (O-MT512 U J " QUICK TIE 4" QUIGK TIE TO FOUNDATION i" QUIGK TIE z A CAPACITY = 1450 lbs B ( CAPACITY = 2900 lbs C CAPACITY = 2321 lbs D CAPACITY = 4642 lbs 11 ( QUICK TIE TO TRUSS RIM BOARD CONN DET. STEEL sWEDGE STEEL 5WED6E 111 I" QUIGK TIE TO FOUNDATION < cc co 0 D F ° z I- _ 0 D Ill GIRDER TRUSS TRU55 GIRDER OR BEAM GIRDER TRUSS II GIRDER TRUSS 3/4" HOLE MAX. ELEVATION ELEVATION o Q _ � IVA (2) HTSIb,(i) EA. SIDE. 0 co QGT 146A. ikv va QGT 14GA. QGT 146A. MIN 13 QT - TOP PLATE CONNECTION 15 QT3 - TOP PLATE CONNECTION o 6ALV. METAL TIE ¢ E- GALV. METAL T!E IIl _ill 6ALY.METAL TIE U U(4)-M524,2EA SIDE. wit WI `� mill o <IQU ICS TIE TOP PLATE COQ I w Est► �� 3 i 4ANDARD QT OR QT3 I- I—33 1 ANDARD 3x xl/4 STANDARD ►w � • 3 3"xl/4" STANDARD ,� ,Si�� �� _�� 0 U U W i` ._ STEEL PLATE �l ����a �� .a �� 1■1 .� �1. 1�1 CD w ::: z 1"' �� n, 11111111111_,r5,,_ m ..s,�� w .,.�5;�... 0 1- ice■ 0 4 T�IIh iuI,i� 1/2" SII���IIh I/2" STEEL STUD II1��I . I/2 SEL ST" EPOPL TIE EPDXY OVERSPILL I/2 STEEL STD Sy�p,G O RE SWAGD O E PROVIDE MIN. z PLYWOOD FLITCH " UIGK TIE OM PLATE i" HOLE IN PLATE SWAGED TO IRE iII� � �Il�� 5WA6ED TO WIRE �II��� �III!I� ROPE BOTTOM PLATE���II� ►. BETW EEN BEAM PLIES TO p ROPE t i ACCOMMODATE QT(TYP.) 1r �'.:'�� _O O Q 1/8" ROUND HOLE 1/8" ROUND HOLE 1/8" ROUND HOLE 3x3 HASHER �� _ O U 01-9 04 _! f- it/Ib" ROUND HOLE �`: ~ J QUICK TIE DRILLED IN TOP DRILLED IN TOP PLATE DRILLED IN TOP QUIGK TIE DRILLED IN TOP PLATE , I �.. = W CO PLATE • ' PLATE QUICK TIE QUICK TIE 10 ' QUICK TIE AT WOOD BEAM r/) D C�UIGK TIE EXTERIOR EDGE p U v P-2 fn W -� QUICK TIE 1111111111111\ EXTERIOR EDGE U w w O W Q OF(4)-HTSI6 m1'4... (4)-FkT516 2EA SIDE LONG PLAN VIEW CONCRETE PLAN VIEW o cc = rr w 1-1 2X4 STUDS' 11.111111 (4)-FfT516,2EA HIDE. QT BOLTED TO UNDER w O 2X4 STUDS 2X4 STUDS HOLE OR STEEL FLANGE. QUIGK TIE TO FOUNDATION QUIGK TIE TO FOUNDATION Z U U 1 EPDXY OVERSPILL EPDXY OVERSPILL !I QHD2 ���i QHD2 • J li am��f DRILLEDN LARGER THAN H i QHD2 ---;i QHD2 5/8" DIA. i" HOLE IN m Fw- m 'S �� ` QHD2 " HOLE IN 2x4 WOOD BOTTOM PLATE I 2x4 WOOD BOTTOM PLATE m i -----i BOTTOM PLATE i,.� � 1 " _I BOTTOM PLATE 11111. _ Illi - z p ( 1_ 1- 4L- ' 1 41-0" 4'_O�� 41_0" 4'-0° '1'1, �I�II�) 1' 0 J 2X4 STUD ( �..�� _ �IIII � w () Z ' 1 mug MS 1in �/■ IIII ad CC W Q �n l III =nu _ _ I .' -- 4" QUICK TIE d. ;.:. :° dl QUICK TIE y °. a J Q u) CC 1 �II € . I) I I (� v ���� � A ST�L 5WED6E ° -I STEEL SWIED6E - w ¢ T� I t1 �• D•d ! • :• •• -a" . 1 . , d .••g. _ ° d a . d dp: CONCRETE as V V 1 — ° ° dJ d. d a J °� d `. . _�,: j CONCRETE i� FOUNDATION II 1 '3 Q' ° a d d Q d Q d. 000 si a . c., to ?1 a d I.' STEEL p i'i' z cO m• ° ° Q' .a. a• a a t� a.j ' i • VI •d ' I b . d . :d to d' . . a s f a a ° . BEAM r� CC z _ 0 _ . n a• u / n • a ° in. I .d ° 1 0 W w = LO W j • • • 4: 5/8". • . •° 5/8 '5/8" a •a ...• OI• . . ° •.. a' I. :5/8° • % 7/8 ' I- • C7 • „ '7/8 / ELEVATION d ° N �=•° ° d.d I d °d .1 d . ELEVATION w u- r in a �j . ad - a ° .a !' . a'° • 5-3 4" %///////////�////////////. U W S ° ° -3/4" ° 5-31.4" 5-314" E CAPACITY = 6371 lbs F I CAPACITY = 6371 lbs G CAPACITY = 10434 lbs ` H I CAPACITY = 7920 lbs 9 QUICK TIE AT STEEL BEAM 12 QT - BOTTOM PLATE CONNECTION 14 QT3 - BOTTOM PLATE CONNECTION ui z � BEAM CONN . DET. QUICK TIE FOUNDATION CONN . DETAILS < z ° HEX NUT +I' `/1/4 w Z I-#" ROUND WASHER 3x3x4 STEEL WASHER E_- z w z_ Z ri, * < i" HOLE IN TOP PLATE 2x4 WOOD TOP PL ¢ O i i___Aa• I n 4" QUICK TIE TO FOUNDATION 8 i 0. . EPDXY OVERSPILL Z O m� 4-O i/4" "- 2x4 WOOD BOTTOM PLATE °° 0 III II CONCRETE SLAB ,,e k A% THREADED ROD x1 COUPLER MIN 2000 psi l�.1 . . �i.. i. >1 " • •QUICK TIE TO a' °,d. °a. < • ° ° ° d a.° .°:.4 °a < .. d g .a a a 6a .. ... Lu i K _ FOUNDATION 1D1 • 6 • . •. • . . , ,,g, .• . • • (I) 8( 7 Z 6 • • Z ot 1,11 ?) < 4 . 8 QT - EXTENSION TOP PLATE CONNECTION 3 QUICK TIE INSTALLATION DETAIL AT PARTY WALL Lill CI 0 it QUICK PODIUM SLAB CONNECTION DETAILS QT EXTENSION „ ' r- FIRE SEPERATION BOARD $ 1'_6,� QUICK TIE - t-- STUD WALL EPDXY OVERSPILL z 2X GOVT.BAND FLOOR SHEATHING EDGE 2X CONT.BAND ' 2x4 WOOD BOTTOM PLATE FL° CO 1--- W Fr- 2 FLOOR SHEATHING EDGE �'r 4 NAILING -SEE NAILING I NAILING - SEE NAILING �� f 1� % o �' - IIII� CONCRETE SLAB 4" QUICK TIE TO FOUNDATION ' •SCHEDULE QUICK TIE - i SCHEDULE $ 0vA L,�I MIN 2000 psi y EPDXY OVERSPILL �r FLOOR SHEATHING % FLOOR SHEATHING ' � FLOOR StICATHIN6 = a '-10" 2x4 WOOD BOTTOM PLATE w 7F / -I • a a a • % CONCRETE SLAB 0 -�;.- '—i'� -"NW pm- �� ''— t`a d �, r �� MIN 2000 si CD w.g) tr_i Et ft V I1III ' = " QU- TIE STEEL SWEDGE a ;-j 0 II , N — III '�I r a a s NN •/� I. ' MASONRALL ° K TIE a�4 FOUNDATON SEESDGE 4 #i/2 L �, I 1/ IN ii"; Z ,t' 2X CONT.BAND ,p FLOOR TUSS SEE PLANS FLOOR TRU55 CKING � •' /T GOCATION c• . `��III� ,, - Q . w •I/2" X 8" ANCHOR BOLT a Qa a 0 o- 1/2" X 8"ANCHOR BOLT _ i- QUICK TIE LOCATION - a Co QUICK TIE LOCATION - - ° - MASONRY BOND BEAM — MASONRYBOND BEAM a • Q F¢- w 2 = MASONRY BOND BEAM tV E M AS NOTED ON PLANS 2 - a a w = ad j °D = • °� As NOTED ON PLANS a a ~ i A5 NOTED ON PLANS — NN: : IMO _ // -Z a • - °C = IN. _ Who ..011111111•If o m J O § MASONRY WALL QUICK TIE INSTALLATION DETAIL 6 MASONRY WALL QUICK TIE INSTALLATION DETAIL 7 MASONRY/WOOD FIRE SEPERATION WALL QUICK TIE INST. DETAIL 2 STEM WALL QUICK TIE INSTALLATION DETAIL 1 MONOLYTHIC SLAB QUICK TIE INSTALLATION DETAIL ° " I I m-° 5 aCI -m N Q c o -6.... QUICK TIE FOUNDATION INTe TAI °w QUICK TIE 1ST TO WOOD 2ND : INSTALLATIONDETAILS Go ..,:2 2 00 1 'V SHEAR WALL SHEAR WALL '� U 8'-0"(MAX.QUICK TIE SPACING) s 8'-0"(MAX.QUICK TIE SPACING) 8'-0"(MAX.QUICK TIE SPACING) 8'-0"(MAX.QUICK TIE SPACING) 8'-0"(MAX.QUICK TIE SPACING) w d ilqD 8'-0"(MAX.QUICK TIE SPACING) _ Uj Z 20 ga.30"STRAP,BEND STRAP OVER TOP PLATE WO rD TRUSSES WOOD TRUSSES WOOD TRUSSES w I- wo,'D TRUSSES CC NAIL W/(5)10dx1-"NAILS AT EACH END. D W U7E:(1)STRAP WITS QUICK TIE SPA't;j G OF 3'TO 5', ►i 1 ►� 1 ' ' • ' • ' Cj q �7 ~ I X I I ►i �1 1� �I N i i a ♦ ♦ • ►1 11 11 �i 1� r1 ti L1 11 L� 1� it It I— DOUBLES P PLATE (2)STRAPS WI f�QUICK TIE SPA'NG OF 5'TO 8' DOUBLE TOP PLATE DOUBLE TOP PLATE DOUBLE TOP PLATE cli Z U) q0) A A 71 it It 410° }1 I All I I I 11 !. 11 tl A ti A ♦ • ♦ ♦ ♦ • •♦ ♦ ♦ 'A �♦ A A /♦ /♦ t♦ /t /• /� I♦ /♦ /t A /r ♦ N 1i EI 11 11 11 it ♦► li /�. I tai - AT Q.41M■IAA■IIMMIAMEM .?IMMENWaiMi■Mir.?=MI (1) tea! .��.>•=, .w�= T1 -- �w� �! .tom".� :!�l�� Rls.�!� •!I. 111114k 1 HURL CANE CLI" •S ///I / 1 'III III _w REQ f{RED BY U• IFT • . HURRIC• . E CLIP AS . I HU''ICANE CLIP AS HU"'ICANE CLIP AS O Z U Cn REQUIR: r.BY UPLIFT RE* IRED BY UPLIFT / RE* IRED BY UPLIFT Z Z UI• QU i K TIDE QUIZ Z TIE QUI•K T IE Q CK TIE US: r OR QUI K TIE USE r •- \ Q K TIE USED�OR QUI K TIE USE) •' Z W . : HI1 D DOWN R OR QT3 R•i'� UPLIFT('• WICK H D DOWN 0—OR QT3 ROir= UPLIFT('.: WICK J C7 cr GYP`UM WAIL BO RD . (S: HOLD D• N TABLE TIE+:PACING T ') (S HOLD DOWN TABLE 1• D STUDS I (SHE:T ROCK) T $SHEET) \ ! T SHEET) / TIE�:PACING T % WOOD STUDS ►�- �' 41 OOD STUDS \ \ /� (WOOD STUDS \ / \ cA _ 0.- OR PL rOD' I /' SH2G OSB PLYWOO• OSB 0 PLYWOOD I p �_/ \ / I (.7) I- L S ATHING I I SHEA HING Z —1 J cc 1 . I w � U EN ADDIT4 AL COMPRESSION S—UC1S S JI 11 G E QUICK TIES MAY BE INSTALLED _ 0 REQUIR: ►-CONTINUE STUDS THROUGH OIt OF PLUM B UP TO 8" 'ER FLOOR ti —Ji cc u, F II =FLOOR• VITY (I�)THIS CASE TO ACCOM I)ATE THE O = t!)I•i• A r•IT10 AL H DLD DOWN) Z co Ihi IL \\I Q °it 71.111111111.11111111111111111111.111111111111111111111M11 ■IIIMIIIIIIIIIIIIIIIIIIIIIIIIIP■MMMIIIII EN MI O d tY 11111111 Li O U cT OV h X I C\I Tai?� .�GM I.. l�:�'� ��,. V ' � \ err � � ° cc t/� ° W '/ ADDIT ��NAL COM"'ESSION STUDS I ADDIT NAL COMP2ESSION STUDS p U C`3 .i I Y I MAY B REQUIREr OR SOME UICK MAY B REQUIR FOR SOME DICK \ TIES{S E COMP' •StON STLD ABLE TIES( E COM ESSION STLD ABLE o Z [ J z } / I I FOR H rLD D0 N'. ADDITIONAL TUDS I /I V ARE N�T REQ IR: r FOR ROOF U IFT. FOR H LD DO NS;ADDITIONAL TUDS ARE N T REQ IREa FOR ROOF U IFT. rrte^^` = W m W l ''OARD O g V) Z W J GY.SUM A L (SHEET ROCK) U U A,_, q i L ____. _ 11, I _ _ _ __ _ _ _ _ _ _ _ _\ /_ __ __ _ __ _ - - - - - -::v- - - � z —� - - — - - _ - - -- - - - - - - -- - - — v I I Q �- — — - - o co I � o 1."'" r AD ZONAL HOJ DOWNY BE W 03 II I I USE IF REQUIRED TO RES ST I ' t i Z I • I 10" OV TURNING LOAD ,_ . /� ?> �; REFER c L ( REFER TO STRUCTU'•l REFER TO STRUCTU" I MINA BOTTOM PLATE REFER TO STRUCTU I Q ° SOTTO E ° BO OM PLATE I I K• DRAWI •- OR DRAWINGS FORANCH•R I BOTT� PLA U w o°" ° 0 DRAWINGS FOR ANC DRAWINGS FOR ANCFOR U w CC ilL SIZE A u '' SIZE AND PLACEMEN .I SIZE AND PLACEMEN ' -- SIZE AND PJ>CEMENT ( Q O r/� T 1 00 V/ m q d ar_ a #- a p q ° d ° ° 4 °.. d a ° a sJ ^� g d' �• Q 5: a a q a d ° ad' ° d Q �'. q ° a ° ° a a I' d q d ° d • a a Z ' m a d . d a• a s d a. a s a .. , a q a a.° ° d. .. a ° d' a ° °. . . o W W = ti, W J a Li d. °, a a a d ° a d q d a q a a d a a Z f— Z O. q• a 4 4 d. a• ad e q a. 4. ° ° .. ° a a q d .. ° a a q 0 O W Q N 0 a _ r Q W 2 TYPICAL OSB/PLYWOOD TIE DOWN DETAIL 13 TYPICAL OSB/PLYWOOD TIE DOWN DETAIL 4 TYPICAL DOUBLE QUICK TIE HOLD DOWN DETAIL 5 TYPICAL SINGLE QUICK TIE HOLD DOWN DETAIL W Z ° = p U p D 2 QUICK TIE WALL UPLIFT TIE DOWN DETAILS Q z 00 W Z Cc W * < J Z Q U W ,p � m U W • Z p D Cfl V 0 Yip 4( 7 z h iill‘ ft cl 0 V U V X Z i►`:i U �-- 0 I ' W 0 0 0 ./° Z 11111101 < in * tax Ill LS18 AT STUD CLOSEST TO CENTER OF LS 18 w tI� QUICK TiE SPACING °� � CC ft V (5)10dx14"NAILS EACH END DETAIL N Q� 0rt Q V z rn .„,_ rn � 0 1 6 (7) .., c„ LS18 STRAP BETWEEN QUICK TIES AT GWB W " 1- —I„„ col -3 W z EE It I-- ILI vi 0 zw p 0 Cl. J X Q W f-- W Z = W H 0 • 15 WO Er = c ii 1 o iD o m = W o� c 0 CC ac L Z E . O0o c o � —19 El 4kJ 119 J al ill '! yi C I ni `� I I I ® mr. 1, -K 0 Et —I gig at ,0 PI . : w El \ ii, 1E • lIIIIIIIINA=.4t�-A■EmmL AIIIIIIIIIIIIIMD :,if 1 ,6 :(1 . > Di T.,,, . „-,, :,:i c_ 0 0 „J... .,,, 4 Di IR.) .!:.1 !AI ,!.:31 E ccD 7- rnt I / / 1 \ L..* r- 63, \ i 0 0 0 - . I maim . . .. T \D D \ eik / A:-: I p —. I Luz. 4, CtC III NI / .. .,„,„„u .50 .q > ,IL / \ / 1 I 11111101111111 a 1._111111111111111111C ANNIIIIIIR111111111 sio H51 \ 1111 104 :,tl! Ii_ :ia EL E) (3) �7V1- - 6-,) ;11 1!+1 II) IIIIIIIIl[! ° ® (5 W 0 O 0 aq g 5 ri 1 R 6- "-I- "' rn g m 7i n G) -i -4 m M rn Z COPYRIGHT©2008 G&L RESIDENTAL DESIGNS, INC. dba G&L Residential Designs DO NOT SCALE THE DRAWINGS.THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS.VERIFY ALL DIMENSIONS„FINISHES, FIXTURES, ETC. DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION BY G&L RESIDENTIAL DESIGNS, INC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT,OR NOT CLEAR,THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. A NEW RESIDENCE G&I_ RESIDENTIAL DESIGNS, 1 C• STRUCTURAL REVISIONS SHEET NO. A _ 150 THUNDERBIRD DRIVE * STE 305 * RICHMOND HILL, GEORGIA 31324 . MRS . T I RAMAKER (912) 756-6751 WWW.GLRESIDENTIALDESIGNS.COM BD L.CP 7 4 .4-— I <:”. aiE * DESIGNED BY: DRAWN BY: CHECKED BY: DATE: IS 0 Member of T I SLAM:), C 1-4ATFAM COUNT T , M® iI A sp.�. a.P.L. OP.L. 06/01/2012 OF Institute of Building Design ■ 1 NOTE: ALL SIMPSON METAL, CLIPS, TIES AND STRAPS SHALL BE INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDED INSTALLATION novassiv ASPHALT SHINGLES AS SPEG'D OVER '��'�'� •41 4 15* ASPH. ROOFING FELT, ON I/2 0.5.5. SHEATHING 12 = �1.4rj4I1Qr NAIL IN ACCORDANCE W/ S.SC.G.I. 10-e4cf NAILING " �s;%�r►'A:� ,4 $- ` 2x6 COLLAR IN UPPER =if 1 i,. STANDARDS ON 2 X 6 @ 16" O.G. RAFTERS EXCEPT AS NOTED 5 = ,,,:4-iffse ��0' 000° I/3 OF ROOF @ 32" O.G. MAX. '�� !'���'' PROVIDE 2 X 4 BRACING ® 32" O.G. sit..*�%...- SPRAY FOAM INSULATION AS SPEC'D ,,,,,;, `�i17,� _ :► 1 a I �I� INSTALL PER MANUF. SPECIFICATIONS °°''° ''� �'lO '" {3 pp^�p }g I �. �' ' +ryanria a '� (4) 16d NAILS f-� �.�scd 'r��},Y..Lo 3�1 �.�, ��a SIMPSON # H2.5A OR EQUAL, (2) @ EA. RAFTER OR „ %"l :► 'ria..•a''�- j[ °' 1 a.� I HO GALV. HURRICANE ANCHOR CLIPS @ 16" O.G. ";,,,' '�j 044 a --' �. wg° " , .11400 307%3.1 • a LOW PROFILE EAVES DRIP :, ..M. X 4 FASCIA CONT. i 2X8 CEILING JOIST @ lb" O.G. GOVER W/ PREFINISHED ALUM. ►.I ii:� UNLE55 OTHERWISE NOTED I/2" GYPSUM BOARD, SCREW 4 CLUE '- 2 X 10 5U8 FASCIA CONT. a;r w;�r i l ii h in) 12e r-t;.i (2) 2x4 WOOD TOP PLATE CONT. COVER W/ PREFINISHED ALUM. ac• � r „ I:111I sM D�f VINYL SOFFIT CONT. ;a and tr t`� ' ; ' (TYPICAL /:ti to- 2X4 LOOKOUT @ 16" O.G. ovEsHANW '� a,.4 2x4 PURLINS-CUT BETWEEN X 4 FASCIA CONT. �,� WOOD STUDS 4 @ ALL 058 JOINTS COVER W/ PREF I NI SHED ALUM. ; 3-1/2" R-I3 FIBERGLASS INSULATION al-•�1 BETWEEN 2x4 WD. STUDS @ 16" O.G. 1/2" GYPSUM BOARD, SCREW $ CLUE ` aii a,••1 -P I. I-4 0 iiii 1,a1� �- ill I" 0_ NI- 1/2" 058 PLYWOOD SHEATHING-TYPE II SHEAR WALLS ONE ATTACH W/ .131 NIAILS @ 6-" O.G. W/ "TYVEK MOISTURE BARRIER a�� 2x4 PURL I NS-GUT BETWEEN �1 WOOD STUDS 4 @ ALL 058 JOINTS ANY SHEATHING BELOW FLOOD PLANE SHALL BE PRESSURE TREATED. I J1!k VINYL HORIZONTAL SIDING AS SPEC'D Iv • ` •:r is . _ i i!• • •lr r :"• i 2x4 PLATE CONT. s 11r .• N if% s•' c �r . ... _ . - •'• 3/4" T46 PLYWOOD SUSFLOOR ..• =''• NAILED $ GLUED OVER 2X12 JOISTS @ 16" O.G. � . UNLESS SPECIFIED OTHERWISE ON PLAN W/ .;• W/ 6" R-I q BATT INSULATION BETWEEN 22 GAUGE PREFINISHED ALUM. FLASHING CONT. '•'r el RESIDENCE FIN. FLR. 2 X 10 P.T. CONT. _.il o---o- COVER 1"1/ PREF I N I SHED ALUM. ,, ii T '$PPR el at °WAA'asit fie' s �•IC SECT. 602 AND S Y 10°5 SECT, 1-ic LEN 1 F S1 ALL E E U a TE M,e1EG VINE HOME ill: DESIGNER. MINI THICKKN a 1 PERPENDICULAR BLOCKING AS (E :E T IN s R1 OF DEa. 1 REQUIRED BY SBCCI 55TD. 10-aa (304.2.1) t9 2 INGRE . 5/8" X-RATED GYPSUM BOARD, SCREW $ CLUE NOTE: ALL STRUCTURAL MEMBERS & ANY 11' EXTERIOR MATERIAL SHALL MEET OR (2) P.T. 2x6 WOOD TOP PLATE CONT. EXCEED A 130 M.P.H. (MIN.) WIND LOAD & 2x6 P.T. WD. STUDS @ 16" O.G. MEET OR EXCEED ALL BUILDING CODES iA AS ADOPTED BY THE CHATHAM COUNTY BUILDING DEPARTMENT, INCLUDING IRC,2009 K & SBCCI SSTD-10-99 STANDARDS. 2x6 P.T. PURLINS-CUT BETWEEN WOOD STUDS $ @ ALL 055 JOINTS "QU I CKT I E" COUPLER AS REQUIRED CP 1/2" 058 PLYWOOD SHEATHING-TYPE II SHEAR MALLS ` N ♦" '-- ATTACH W/ .I31 NIAILS @ 6" O.G. W/ "TYVEK" MOISTURE BARRIER I\ "QUICKTIE" TIEDOWN GABLE SYSTEM _ AN SHEATHING BELOW FLOOD PLANE SHALL BE PRESSURE TREATED. I III INSTALL PER MANUFACTURER'S I '' - 2- �A f F-t amt SPECIFICATIONS. SEE SHEETS i 5I, 52, 53, 54, $ 55. 2x6 P.T. PLATE CONT. W/; ",ta ° o 'x; 5/8" X 10" GALV. ANCHOR BOLT @ IS" O.G. MAX, �tTi6ss��d :It'!DT : t91'Qt6Stl s �' i QCsIf9t3+ PROVIDE SOLID MASONARY STUCCO TRIM, SURROUND AND �'tr °'' ° '' �'° °rra�e=> .a =.r� lam� i a.;1 = e"�C�4.fI�t�?t?fy1, i�>r'�.a �y 'P'�{f�� I6?"�lYk'Gi �'tf9�'i��;&k " PILASTERS, NO QUIK-R, B-BOARD OR SIMULAR PRODUCT, end tuli�'f•p�g Ay9,par S `,�Vd ;9 t 4 THICK, 3000 P.S.I. CONC. SLAB, REINF. W/ FIBERMESH SHALL BE USED 4 6X6 #IO/#IO W.W.M. @ 36 PERIMETER. TURN DOWN INTO FOOTING ON 6 MIL POLYETHELENE OVER GLEAN, DRY, COMPACTED, TREATED EARTH FILL. Iii III ' 22 GAUGE PREFINISHED ALUM. FLASHING CONT. _;' GROUND LEVEL / GARAGE FIN. FLR. STUCCO ON MASONRY . ° a ° _ a •p j , __ a a� S • APPROX. LINE OF FINISHED RADE a Q 4) \\ \ \ I I d a I \ i l s y::11 1(4, LOA I ilifI : t ALLS N� II ( \/ cue,,: :,Ec;•r. R602.4 !WiE 104 .WAD • o 3000 P.5.1. CONCRETE F OT N `� L aZI?. ICIE" -- - a I G \/'� I a s ' \ I :f'�' :'•' q Lti88 �w - REINF W/ (3) #4 BARS GOVT. TOP $ BOTTOM \>\ /\ ) a _ °(LAP 25" � BEND 25" @CORNERS) � ��ate. _ = �I � � ,,:;r�� a: t:t �:0 r���4A�La.�: O - , a� _1 V\ ON COMPACTED OR UNDISTURBED 501E FREE \/\ ,� , a--•- OF ORGANIC MATERIAL �/ / /A/ 14tioz\/, 4t3 RODS @ 24" O.G. 2,_0„ a„ ,TIAL WALL. S E C T I O N SCALE 3/4"=1'-0" COPYRIGHT Q 2008 G&L RESIDENTAL DESIGNS, INC. dba G&L Residential Designs DO NOT SCALE THE DRAWINGS.THE DESIGNER WILL NOT ACCEPT RESPONSIBILITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS.VERIFY ALL DIMENSIONS„FINISHES, FIXTURES, ETC. DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION BY G&L RESIDENTIAL DESIGNS, INC. BEFORE BEGINNING CONSTRUCTION . IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT,OR NOT CLEAR,THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION. thi\ A NE'W RESIDENCE G&L RESIDENTIAL VTIAL ESI GNS, 1NC® STRUCTURAL REVISIONS SHEET NO. f FS T 144441 COASTAL HWY 17, SUITE 202, RICHMOND HILL, GEORGIA 31324 SAlsolAKER NISR. . (912) 756-6751 WWW.GLRESIDENTIALDESIGNS.COM 11 .. 4--- I O * ��A .. lI WA DESIGNED BY: DRAWN BY: CHECKED BY: DATE: S © cil me 0 Professional n Institute of Building Design ( T I S�AN�, Gs/ 4A I HA� i.r/'°QU LT T � G�Od O I '` ' A SPA-. OP.L. 6 P.-. 0V/®I/2012 OF e . .- 4tt Ca N R L ELECTRICAL NOTES W I) GENERAL COIG SHALL E Rc Z cc SHEET NO FP8 FP2 FOR F SHES, DIMENSIONS, VERIFICATION, ETC. . � � � W I w I- 2) PROVIDE TELEVISION OUTLETS, LOCATE AS DIRECTED. tx - SYM DESCRIPTION w o 3) PROVIDE TELEPHONE OUTLETS, LOCATE AS DIRECTED. 4) PROVIDE (4) FOUR EA. PORCELAIN RECEPTACLES 0 ATTIC SPACE, LOCATE * SINGLE POLE SWITCH z Z SWITCH AS DIRECTED. a 4 FOUR WAY SWITCH*5 THREE WAY SWITCH ui`i' 0 v ..;#;_ -.--- , 5) PROVIDE (3) THREE A. THERMOSTATICALLY CONTROLLED ROOF MOUNT ATTIC DIMMER SW ITCH w p p EXHAUST VENTILATORS, LOCATE AS DIRECTED. 6) PROVIDE ELEG./BA t I LKY BACK-UP SMOKE DETECTORS. LOCATE AS DIRECTED c`t'R REOSTAT SWITCH (SPEED CONTROL) o W > BY CHATHAM COUNTY ELECTRICAL GORE 8 NATIONAL ELECTRICAL GORE. `rD5 DOOR SWITCH oz CC "(11)- SURFACE MTD. LIGHT FIXTURE >- o -1) PROVIDE ELECTRICITY TO ALL EQUIPMENT,FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. / ...^. CEILING FAN 8) PROVIDE G/O DETECTORS. LOCATE AS DIRECTED. RECESSED LIGHT FIXTURE • _ >�e HEAT/LIGHT/ FAN FIXTURE z --I ": q) ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL O J CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL GODS > FLUORESCENT LIGHT FIXTURE n _ - 10) GFGI PROTECTION REQUIRED FOR RECEPTACLES IN BATHROOMS, GARAGES DUPLEX RECEPTACLE 1IOV ° z to U OUTDOORS, AND WITHIN 6 FEET OF A SINK. RE DUPLEX CEILING OUTLET 110V H -1 CC II) LOCATE ELECTRICAL SERVICE PANEL AS CLOSE AS POSSIBLE TO THE DUPLEX FLOOR OUTLET IIOV O = POINT OF ENTRANCE OF THE SERVICE CONDUCTORS , /r - O SWITCH WIRED DUPLEX REGEPT. J - - �) ¢ p II z 12) HEAT PUMP DISCONNECTS, REQUIRED AT ALL AIR HANDLING # CONDENSING 220V RECEPTACLE 0 % - - - cUn ¢ �r UNITS, UNLESS IN VIEW OF PANEL BOX ( (� N FLOOD LIGHT WATER PROOF 0 ' M /.111/t/JIII/H!%////ll/1 IY///////f////1/1�/ilt%/lll///// I_ ei z 13) OUTSIDE DISCONNECT REQUIRED WITH 4 WIRE LEAD TO PANEL UNLESS PANEL ' JUNCTION BOX / _ o O M OU ui N Ki 8 METER CAN ARE BACK TO BACK 'p — - r,_ TO OUTDOOR LITE 0 W Q U) I- - LAD LOCATE A5 DIRECTED BY OWNER A f ON LOWER LEVEL ac = 0 Z < O 14) RUN TV 8 PHONE LINES PARALELL TO COMMON MAIN SOURCE. / . L l / O O p OF I l)/ WP WATER PROOF , ` , fit - TO SWITCH ( o oc ,�, O s1 I ON LOWER w ¢ w W O .iii h - PAN w G D.O. DUPLICATE ORDER � �I LEVEL z U O p/ T1) TO SWITCH ON / Q/ O ° Q $.-. . �� *- - LEVEL -4 PHONE OUTLET ( ` X O --' TO LITE ON ',V. CABLE T.V. OUTLET •�` f � cc cc cr O �, p W m it / b� DOOR CHIME 1 O w -i GFI J 4i !' , O ✓- - I r UNDER CABINET LIGHTING S �C U 00 a w . AL �// I/,IIU///%�i////A — — I — — —P— PLUGMOL D 110V ��� �, Iltilt u. U C3 i (`":" =7 / / I c , 71111 niinmmr 7.nnrioiuu111r1 /MI rMIMIJ. }p— x i1 0 /` / apIUInio7Ia`//AIL/UIII/// ILIZIA III MMS1111ll F— 1- 1 * I - - Fil f� i Z t J \��% ' r gate : Air F- u) W w I f ( �.� rk€ ' ��€' his 3 �'esxfa's��5j ?' . � �; W Q J !� b �# €J4fi9 0 SYEg3 @EAudy3lt' p`///!////AMIN,J1/////////!t////� sisi�irumoiiiiir �Q! p l _ FOR MICRO rt, _ a € +vim J / � d . I � � - o } GFI .. >�< . -- o w / CO t�l - - i 1.40 -i ' � r_ I z w _I rf/ ' I i. w_ ( p Z /a.L .' . —_ III /, c 42 142 I— 13 e 1 I A \OF I to rf 1 / 1 \ \\ H\ \ * I.11 o cc —( / III • %- _ . :2Dt FOR FAN / ¢ fi) jac it ft * < i...7..- ;� �., / ., ? vii, tom;. _ ;,., ._. .? G `. = Z , ,,,,,,,,:,..„,_-. ,.__. „.„,,,,:: ::_,,, -, _. :,:„ '''' ',Th:">_T-, ; :ifii–,f;-, '3CP1S, rt3 1 - _ : , w // GFI -./ 11 01.... \ 1 O cc z ELO 0 Li 0 % III/��AMauI�MLUInIr P IfWs/�Ial.nr © m 1 /1I 1` iii ., < 4( 0 Iii,:-.- en OA \ A lir i C ii: - I/ 014 1 1 ,: li II =•e 7 1gP t II E:):=3 40 fi f::...t. `4114°:sr. .t Dry ... r :4.,a1 4, iiii `t `taYaiwsa4= r ;< : { s _ i►iiiili, puam.�iu Iy ���K-r / -`t I10 VOLT RECEPTACLE �1 tii f' =ti pit? i=6� :; ;?fa;,a;. `t; 3 ' .> I�r• ' . �-6 ````, s � aTl� �� / (52 FAN V.,,: . i. _. -, Z ri 11,1 MOUNT IN GEILlN6 4a47 / ® / �� c�?a Asa- x� �� ar�a `� ` 9... :,.. .. .„..(0) II r / ! ,� g CFI / _ v/ _ / I �..... .4___ E./5 (I) . v.., ,_ '■I 0 ) BLOCK $ PREWIRE d + . o :': 5f l , , FOR FAN �' � Q f a:.... 1 / ■ [ __ 41( 1 =il w j f$ I t` II hP \ as °C .. . .10,-‹!, 0 c>5 ■ 6FI fli %/It�1///.t11/11111% 1I/IY//. TO WITCH ON Td� ITC `� m r c 1I 111► � x WP UPPER LEVEL O -- a O •Alf//!//////!t/////111/11I%lI.'q//////.1/I/tt/�JIII/►lt%///// _ 111 2;," CC IIIIIIII'-• 1- 1 ,-.4*,- � w �: ' I I I I I � a ::F I I \ \ — I I Ad _ : r..,. .._;,.;,, ... a) Yom: ,:.:.. ■— _■ I Il i ;°; c p$:i e ,,e } _ y( I , :;,f._ 9$;�!•, ,z (�\ N I i TO LITE , . Z o ON LOR v En 4 O la ■ TO LIGHTS LEVEL w ----- u) o J-�,11— UPPER LEVEL Q tx E V€CE EQ t E '- t E S z = .= .Y . NEC,ALL .Tn w :. Means shall be provided to disconnect all conductors in a building or other structure O MAIN LEVEL ELECTRICAL PLAN from the service entrance conductors. row Ai l. SCALE: I/4 = ILO" N a m SCALE: 1/4" = I'-0" t O � o m W o Np1 z g 00 0 0 f DRIVE TO BE CONSTRUCTED OF PERMEABLE , P.Uu �`•2J*, r9rl MATERIALS AND BE 25'WIDE(TOTAL MAX AT RIGHT OF WAY UNE)OR AS PER CITY or TYBEE ISLAND ORDINANCES LAUREL AVENUE 60' R/W MATCH BM PAWS -....-- ----�r.► � .3 LOPE laLYA?ION Q% / `' icy EDGE OF PAVING ;6. N / +e..-- - ....or / KE IN 15" PINE o / -7-- ` ELEV 9.62: .-•' f i____ _ _ _ _ I e y r S 79°54'22"E 49.,95' ° NAVD 1988 =. 71- Ci 4 150' C ° x,0 ''`Z � 1 , A ,' <kb :b I FG G.0 A \ �� lit .6 T . .I va --- LOT 4 xi X I 7 Xlird 150 V a LF SWALE 5 AT I% x w •-�, � w DOWNSPOUT TO DRAIN a! w E-I _,,,,,,_,,, ,,, ,,,, ,' .____________ ___ __._.' ROOF RUN-OFF`WATER SPECIAL AVERAGE GRADE NOTES OTES ; ROOF PLAN w w DOWNSPOUT TO DRAIN ' / * . r, L DIRECTLY ON TO NEW ROOF'RUN-OFF WATER �// X x DRIVE _ 1. THE AVERAGE GRADE TO BE USED A9 A BASE CLNATION TO SET THE _ w DRIVE YON TO NEW ////� X BUILDING MIGHT 15 TO!!'E OBTAINED PROM THE�YDEE ISLAND PIA NG Z N _b ///////'//////.///. x Ate ZONING DtPIIRTiMENT. 1 W I / / _ FG 6.5 �// • /// // ` tV M g 1 Xx l X X //J / i;//r / 'I CI// / I X LOT 3 co I • // /// /A F r A4 ES 0. _ .6 LOT 5 SPECIAL BUILDING GUTTER NOTES : �' / / . I . A BUILDING GUTTER SYSTEM AS SHE ON THE PLANS SHALL BE UTIUZED TO g / / / x o ENSURE THAT AIL ROOF RUN-OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT ►ORMiA NC>M•w I Ca' /// // /// vo OF WAY. o //.//// /// / ■l 1 w 2. BUILDING DESIGNER SHALL SIZE GUTTER SYSTEM TO CONVEY A 25 YEAR(MIN) O X ; /// /// ////A x o co STORM EVENT(8* PER HOUR). _•CIIA1y1LL�'BR7l�l 'NIRL,OE O fAININNII VAMIN'ME 0 COMPRESSOR z /// ////// w X x° CC'rror feeeII MOOPI NASEWA 1DANI I a) // // // „ 3. INCRASED STORM WATER RUN-OFF DUE TO NW IMPRVIOUS ARAS WILL 2/i '///;; /// ;://• NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. E +�� . //// / / /// �,° + I6. 4. CONSULT'MEE ISLAND PLANNING AND ZONING DEPARTMENT REGARDING = ' c, GUTTER 7 x / /// ////// ;Q� GUTTER REQUIREMENTS OF GUTTERS, DOWNSPOUTS AND DOWNSPOUT 800TS AND Z o 0 SYSTEM A // /// // /// j HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GUTTER AND ! § N � u) ao I �/ �// // /// DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. o /1/ /it 1/ // -1 z ' • .6 i • 1 I '///111/1/11/ ; r o ; Q o 5' PLANTED BUFFER WITH MULCH - MULCH I /////////// / C3 (13 AND PLANTINGS TO BE COORDINATED / /// -y-6 B�O C UNE NOTES • GENERAL BUILDING INFORMATION BETWEEN OWNEAND l_/ � / // - - I •/ /l/ /// // I I• OLIN OU�RN E SHOWN ON THE MANS IS � T 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS FER FEMA x / , . // „ OUTSIDE PART or THE BU*NMI• FLOOD STUDY MAPS AND AS PER THE CITY OF'TYBEE ISLAND. GEORGIA ORDINANCES. i i x / 6' 1 � I I I L THE M O S T O M N I!D A R T or RE O I J I L t T I N G MIMES P A L S SUNG, 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON FIER3 OR FOUNDATIONS x I �`s. _ "P` GUMS, SOOTS,T SIC Or WHICH WILL SATISFY F ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. x -• . +: . + �+�-^..� 7A72-74;%Z QAS• 1.r W , ANY ICN�OR71lI'C Or G0�1!lIING OR��GJn'ERC PART Or?t ZNJI�OM�i.J W Q + W + YCj� v W W + W W W - + X + + + + + + + + LQ +I • +_+ + �_`_+_+ + + S. tX�I�I�I�II�hC1�RINT000I�IIINlCINrA7E IIaMIJN,ON WITM"t!�iC�Wt�lt/1 '� 5/e" RBF ..11.". °ti N 79°48'58"W 50.17' � �5/8" RBF 'R'���TIfAT��'OrTt��N�N ,WtTM TER � • l9icwncw OP THE OVERHANG,PROMUD S OUTSIDE or?t euiwi 1.00NTRIiYCTOR is TO ODORDINATE ALL am.LIGHTING,a!lCTRK.AL. a' 5ET sock LMT veUICALLY PROM THE GROUND u TO TEE Oolnc s Cr PHONE,cue Ml ANY OTHER RtxN a utKtllcs MATH THE THE moor VaRHAwG GUM SYSTEM 1510 OE mums A3 PART or APPROPRIATE UTILITY �,Novas LOT 13 Tt �� MIMING. 2.CONTRACTOR 0 ReWONSIDIE rat LOCATING NL VOTING ip 4.CONSULT WSEE PLANING AID 2 N G DEPARTMENT MOUNDING AND PRK�ItTO OOII , .NG OF OONJTRUCTION�,CTIVrnes SET SACK LNG �, t3 r LEGEND AND lIORAVOiD1NG OONPUCf WITH J�MIl.ANYDAMAIAE TO RDCO GUTTER IS USED AND MR 011 G mum Stwl.DE REPAIRED AT THE INPEN a or THE Mt PROPOSED SITE P� �� DOWNSPOUT !' ELEVATOR SHAMS, ITEM EXISTING PROPOSED CONTRACTOR. a I•. is floor DECKS.5TAM.AND ACCOI10"IMOONS. 3.CONTRACTOR Ig TO COORDINATE ALL DEMOUflON WORICWITH IL 5. CONSULTIVE 1 Y 0 l E PLANNING H I D ZONING OI'�T MOUNDING T O P O ti`�� 92.3 THe OWNER. ILO.L T E M 3 NOIT'TO D e i F E�I t I I C A T E I?O R TO Tt1e OTMtRiMld.11ECOME THE PI30PtRtYOFTtN: err eAtx use=men I'ASPREAD 1VORNG IS USED. CONTOURS -----126.--- 4. IREMOVE ALL uNcaraitouND UTIUTIOD Nar TO et MED. G. t'�lTI1CATE OrOCCUPANCYW LL NOT OE GRANTED I'ANYI BART or me CE. DRAINAGE �NOT ������'�' OUIWING aNCWDING SIDING,SHUTTERS,GUTTERS, COVMSPOWS. FLOW --r-------- 5. RIl1AONE ALL TRIM AS=MAW FOR PROPOSED DOWNSPOUT ZOOM TRIM,W*TetTARE OR ANY AE ECTIC KM, ARROWS CoNSTI+IUOTION. ETc ISCTENOS ON2RTHE M ORS x1 SACK UNE WIDOW'A vAWANC . TOP OF G. PREVENT DMAAIGE TO COSTING TRES WHERE POSSIBLE. PARKING T'S SLAB 92.307 X TREES TO DE MOVED. CONTACT A MINIMUM OF 72 HOURS MA 4A MAP NOTES s • PRIOR TO DIGGING 1.THIS DEVELOPMENT 15 MATHIN MINDAAI.ZONING AREA'AL-12'ACCORDING TO FJ.R.M. ,' EXISTINO- -FINISHED COMMUNITY PANEL NUMBER 1305 IC 0213 F,MAP REVISED DEM MDER 26,2008(158 EASEMENT NOTES: GRADE tiMEtAOE DATUM. 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE +AND RIB R-OP AY NOM: VARIES ■r•-� VARIES ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 2.00NTRACIOR 0 TO VERIFY 1'E AA ELEVATIONS PRIORTO RECORDING I.ALL ROAD CLIOSlNG6.DETOURS AND EEG.ARE 10 DE ,- ..4> UTILITIES r - ANY �� 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. MI T'H me CITY OFT1rDRE ,GEORGIA ._. UTILITIES PROTECTION CENTER 3 3 r'r, PERSONNEL. 1-800-282-7411 ;., -`-'" t�" SPICw.N:AND Ve ION!NOM: 2.ANY AND ALL NCCE3SARY PERMIT)MUST'OE OM= I.eUN1�Mfo6 M'IA!'=NCO Nte 10 went f K'N!D?LOOMS A !'R THE CITY OF'TYDlE!NAND PRIORTO COMMENCEMENT 7"si,-0 R 0-1, MINIMUM Of'l'pave FLOOD. 0!'ANY WORK MATiIN RIQtiT�OP�1AtAY. -aEVA DONS iOM 4 I.eI*DINOS IN NV COWS* 1O NAVE INC Wal! 1101 faONTA1. * ' • • , ,*,INOVIONAL ON PLANS ellISCTU ALM!M!J effA>rM u%$Of'I',1 VeMOIL SWALE DETAIL 3,SUMO IN PC ND VC 2011:8 ARE 10 MC PAL eICIpCAt.FLUMIN O. ' gamey inksntwtboe s "ti V1-12:- not to sods WM.=MOWANDOMRDOUIP CIff 10 P.0 A OAMMUM Or PAVOW c EitigOY BROOD. 'Survey s R,a od&Save rime A 4.now Veils Ng Ma=M°AV ZONIS ND NIE10 Wale I Inav is DMA of Sunny s My.2012 MCQINBOUMFirOr'fOORRANVIDE MAIMALSJ MNIIOIND OPINING Or tr.A MINIMUM OF I OI INOS WIM PALOMINOS MOLY SPDGN.CONSTRUCTION NOM DRAWING NUMBER WPCS)AROUDree r=eam or�c OMALeeIi'ORt OMI sNAVD 1888 Special Pre-Construction Note : MOVE ADI CINIONAOL Contractor to verify all existing and proposed s3.rIREAIC NW WNW NEE=OW IN MOIle� N'THE CONTRACTOR KNOWS OR CAN REASONAD1.Y DE!'XPDm TO HAVE KNOWN Y g P P OF AN ERROR.DISCREPANCY OR COWL=L=NN THE PLANS,aracralmoNs OR SCNis 1=.s 10► c..2 tops nd depths priorrtoaord,ering materials or G.COOPSOMTCSI.`MK7K DAMOIIlDWMISE ATIO1SWM STARS TO THE PRAM PRICRTD beginning cstruction. ordering AMCIMIeC11i1tN.MIMIC MAW aurs MOM CLIVAIION3ARISQ'Ad!!R CONSTRUCTION.HE MAIL NOTDED1fI='ThCOM ATIONFORMIWORKOR cone MIME mum)ex psi roRNIORK MOMS) DE RGOONSTRUCTED MOWN or a ' �OMR. ORCONFUCr. 2 of 6 SHEEIS V\S I .�� - ,.'-- � - t_`32 fit I ( LEGEND '" _I- !a_ I , I I NEW EXISTING DESCRIPTION �` �s �� � : I : . LAUREL AVENUE 60' R/W I I BUILDING (0 i I RESURFACE ASPHALT PAVEMENT I <2) EDGE OF PAVING Co- 1 <o. / ' 14 ASPHALT PAVEMENT TYPE I ' 1 / ASPHALT PAVEMENT TYPE I I 11 I 1 I SPIKE IN 15" PINE o I\— — - - — —7_ _ _ pay 9.62 CONCRETE PAVEMENT O W — NAVD 1988 S 79°54'22"E 49,95 0 7 _ _ _ +b.— /°) — _ +_ *`�� �i '° RBF CONCRETE SIDEWALK _ CMF O �4c° 1 X U• 150' v� ti 4 — x — SD— STORM DRAIN LINE N �� — — I -- - -- -- Ix - SS - - ss - SANITARY SEWER LINE ' x I T i I U o I''''""• —I LOT 4 ix w — w — WATER LINE I x� • s© SANITARY SEWER MANHOLE >' q x W W c� z xw I T I G V,� GAS VALVE I I 1 - d m 1- W fi 20 BSL Ix H W.V I I x WATER VALVE D MI x W.M. U) X00) � W �. +b• x ■ ❑ WATER METER ( Q Cm W tI) z = N I xlx FIRE HYDRANT I I I Cr) z �, m 1 I I z = M I x x EAVE ENCR ACHES 0. ' x x _� SIGN Y- > Q I LOT 3 co x ,� ..`O LOT 5 �--� Q J . 03 0; CO w ��� x o FLARED END SECTION 1 x b .,4 0 . III w I Ix ° °) SPOT ELEVATION vi - (� 'I y' /'\ � x I m +I � <5 [ � )N 0 b x o -9•—N '--g_'`, CONTOUR 0 v-4 x W x SPECIAL AVERAGE GRADE NOTES : CO x I z I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE LE.4.13 1.E.4.13 INVERT ELEVATION• x ( �� BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING o ; w +rO! �' AND ZONING DEPARTMENT. X CHAIN LINK FENCE w 1 U x Co. z w +� + x N ; V �+x - Q 4� _..—•• Q z �o DITCH INVERT Q W K (-4 N QO x ° 1 ;n — • • — PROPERTY LINE 13 o x 1 r SPECIAL BUILDING SET BACK LINE NOTES : 0 1 W i J N I- B i Q I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST IFO IRON PIN FOUND o 1 Pi x I ! —G OUTSIDE PART OF THE BUILDING. x � A- r - - - I TIN 16.83 OF WALK 16.83 f I 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, x - 1 O` BSL 4��� '' SHUTTERS, GU H EKS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF TP 14.65 TOP OF PAVEMENT 6� I 4��� III ANY KIND OR TYPE OF COVERING OR AESTETIC PART Of THE BUILDING. Z A x I ��O ��; xlx FG 16.1 FINISHED GRADE °� EAVE ENCROACHES i.a' I 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND i v ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE TS 16.10 TOP OF STONE z x I _ _ e _ _ 4'c �c — — EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING D < 0 2 5/8" RBF �ti�N 79°48'58"W 50.17' ~5/8" RBF SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF TG 16.10 TOP OF GUTTER U D d THE ROOF OVERHANG. GUI I ER SYSTEM IS TO BE INCLUDED AS PART OF D Z (2 w u 3 =1 i THE ALLOWED OVERHANG. TC 16.10 TOP OF CURB I- 4 Y o O Lu 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING < w x ❑ LOT 13 SET BACK LINE REQUIREMENTS IF A GUI I ER SYSTEM IS UTILIZED AND FOR Z 2 Z 0 DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, Project Information: W O 2 '-' < ROOF DECKS, STAIRS AND AC COMPRESSORS. P.LN. : 4-0026-03-015 N ttj W W W " 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING ADDRESS : 1 I 1 2 Laurel Avenue (1 .— m U? g EXISTING SITE AND DEMOLITION PLAN SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. ZONING : R-1-5 W TI- 0 • I 1 0 SITE SIZE : 0.10 ACRES z r C. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, ShU I I ERS, GUTTERS, DOWNSPOUTS, ESTIMATED DISTURBED AREA : 0.08 ACRES X • DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, OWNER : Tim Ramaker W ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. 2 OWNER ADDRESS : 275 Proman Lane Fleming, Georgia 3 1 309 i 1 PHONE : 912-321-7645 I . i SPECIAL AE AND VE ZONE NOTES : FEMA MAP NOTES : CONTACT A MINIMUM r.IF 72 HDURS A PRIOR TO DIGGII G TRAFFIC AND RIGHT-OF-WAY NOTES: I.TH15 DEVELOPMENT IS WITHIN MINIMAL ZONING AREA"AE- 2"ACCORDING TO eROTEC7? i ' I. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SETA as o,, MINIMUM OF I'ABOVE FLOOD. F.I.R.M. COMMUNITY PANEL NUMBER 1 305 I C 0213 F, MAP REVISED SEPTEMBER I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE 26, 2008(88 DATUM). o �_� `� COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA _` �` �'I PERSONNEL. 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL 2. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ((� ' ! STRUCTURAL MEMBER SETA MINIMUM OF I'ABOVE FLOOD. ANY CONSTRUCTION ACTIVITIES. `;i a2 / t NOTES: 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, `�4 SEFO .a-`' 0 FROM THE CITY OF'TYNE ISLAND PRIOR TO COMMENCEMENT HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF 1'ABOVE , Information : UTILITIES T IES PRO T ECTILi: CE:. ER I . CONTRACTOR IS TO COORDINATE ALL GAS, OF ANY WORK. FLOOD. I-800-282-74: 1 LIGHTING, ELECTRICAL, PHONE, CABLE AND 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE Survey : Reynolds Surveying ANY OTHER REQUIRED UTILITIES WITH THE 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO INCH/SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND A 1. PPROPRIATE UTILITY AGENCIES. PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY Date of Survey : May, 201 2 RIGHT-Of-WAY. SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 1 2"OR LESS ,A,O R 0 L---- ,q 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING Datum : NAVD 1988 cp STFR ABOVE ADJACENT GRADE. � F� ALL EXISTING UTILITIES PRIOR TO COMMENCING 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED 7 OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING INTO THE STORMWATER SYSTEM. 5. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. No. 28372 CONFLICT WITH SAME. ANY DAMAGE TO EXISTING * pRoFEssopet_ * 1 UTILITIES SHALL BE REPAIRED AT THE EXPENSE G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH SCALE: I" = I O' -- ‘2.--- -' i OF THE CONTRACTOR. CODE.TECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER _ �9 G I Nti . A. t 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE 0 I 0 20 25 RELOCATED OR GIVEN TO THE OWNER WILL BECOME SPECIAL F.F. NOTES ; THE PROPERTY OF THE CONTRACTOR. DRAWING NUMBER t I. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION GEORGIA D.O.T. NOTES: SPECIAL CONSTRUCTION NOTE: 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. CONSTRUCTION. I. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. IF THE CONTRACTOR KNOWS OR CAN REASONABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, 2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C Mil 1 ,STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. THROUGH THE GEORGIA D.O.T. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR il X TREES TO BE REMOVED ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF • SAID ERROR, DISCREPANCY OR CONFLICT. t 1 OF 6 SHEETS 1 I ' DRIVE TO BE CONSTRUCTED OF PERMEABLE i I MATERIALS AND BE 25' WIDE ( TOTAL MAX AT t i RIGHT OF WAY LINE ) OR AS PER CITY OF TYBEE ISLAND ORDINANCES LAUREL AVENUE 60' R/W MATCH EXT G PAVING -�--- ----..- /� a T'G SLOPE ELEVATION �( ',_g 0.3% - EDGE OF PAVING `Cb. / SPIKE IN 15" PINE z I\ -,,,,a................ ................- // - - -7- _ ` ELEV 9.62 a 1 -` NAVD 1988 > I / / S 79°54'22"E 49,95' o 6. co 6 \ ._ _ • " � _ _ ��+_ +�1 i REF 0 o � 1 I FG .01 y co i X 1 2.00'\ ~• X --•�---- ---*�-- I [ LOT 4 [X IjI I X a 7 50 LF SWALE m &-' X� � N X Z >1 ' t AT 1% m m ROOF OVERHANG Xw DOWNSPOUT TO DRAIN w I -------------------____-- ---_-.__: ! ROOF RUN OFF WATER SPECIAL. AVERAGE GRADE NOTES : ROOF PLAN > N = IT1 Qco D w ---' 7 ; �' /, iX DIRECTLY ON TO NEW I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE CI? 0 O j r� DOWNSPOUT TO DRAIN [ ROOF RUN OFF WATER / 1//2 X DRIVE Qzy x r tn I DIRECTLY ON TO NEW // / � BUILDING HEIGHT IS TO BE OBTAINED FROM THE TIME ISLAND PLANNING 0 I ,.... //W DRIVE / `� // // X AND ZONING DEPARTMENT. W W• Cl? z = Nu r//2 //1 n //� .1- III m z o I // /� /� ! 0 z °' m X x > ► r////// /// /AA/ft A�' ES 0. ' X X SPECIAL BUILDING CU'1 1' R NOTES n r Q I LOT 3 a ! /// /// it . ' E oTES . O // /// /// // X LOT 5 I . A BUILDING GUTTER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO GENERAL �--1 X o // /// / o,_ ENSURE THAT ALL ROOF RUN-OFF IS DIRECTED TO THE TYBEE ISLAND RIGHT E ERAL DRAINAGE NOTES: w I // /1//j/ Q o OF WAY. ez// /11////// [X I . 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. o x ( ��//// �// / [ w 2. I DESIGNER SHALL SIZE GUTTER SYSTEM TO CONVEY A 25 YEAR (MIN) �// /// /////� ° o STORM EVENT (8"" IN 24 HOURS). 2. OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE COMPRESSOR z x ; /// � //// // // O X `�' CITY OF TYBEE EXISTING DINAGE SYSTEM AND EASMNTS. 2t/ /t/2/t / co 3. INCREASED STORM WATER RUN-OFF DUE TO NEW IMPERVIOUS AREAS WILL 4. X I // // /// //, NOT BE ALLOWED TO IMPACT ADJACENT PROPERTIES. .4, z41 X `� ////////-////11// a +o, 4. CONSULT TYBEE ISLAND P ' 1 w +� I �1 PLANNING AND ZONING DEPARTMENT REGARDING x GUTTER w X (///// ////// GU�I ER REQUIREMENTS OP GUI I ERS, DOWNSPOUTS AND DOWNSPOUT BOOTS AND v SYSTEM Q / ///// /// x SYSTEM HOW BUILDING SET BACK LINES ARE IMPACTED BY THE GU I I ER AND < Q �. 1 o ///// /// //' DOWNSPOUT SYSTEM PRIOR TO CONSTRUCTION. X i//. /// /// // j c i ,//////:2/////// / Z I 5' PLANTED BUFFER WITH MULCH MULCH X [ 1//////////11// I Q I 2, 1 N AND PLANTINGS TO BE COORDINATED / _ -6 SPECIAL BUILDING SET GENERAL BUILDING INFORMATION NOTES: BETWEEN OWNER AND TYBEE ISLAND X // _// / ///./ - ET BACK LINE NOTES . PLANNING AND ZONING DEPARTMENT // / ///. J/ . I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST / / / I . PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE T R OBE SET AS PER FEMA X // // / // ;, OUTSIDE PART OF THE BUILDING, FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. �� [ �' I 2. THE MOST OUTSIDE PART Of THE BUILDING INCLUDES ALL SIDING, 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OK FOUNDATIONS X KUUt C7 UV WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS I 'S.° XIX SHUTTERS, GUI I ERS, DOWNSPOUTS, DOWNSPUT BOOTS, TRIM WORK OF TYBEE ISLAND REQUIREMENTS. r' �` T / T W.� -�� ANY KIND OR TYPE OF COVERING OR AESTETIC PART OF THE BUILDING. X W "Y * W W ,, W W W ,,EAyVE.y RQACLIESy 1. ' W W n n , ��W W W Yi'V \-,Wes`/..O * W . .y �`/S W W W \■I� W W W \\I' W .. ��lY X Wo W W W W 1 ,* W '\ /A`.W + W -7 i` - . W .r„` W W W W y', W W W .y .{. .y t. 5/a" RBF 0 o I s /s,, RBF 3. CONTRACTOR I5 TO COORDINATE BUILDING WITH THE OWNER AND Q z N 79°48 58 W 50.17' ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE NOTES: U < EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, ir v W a fY SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BO I I OM OF PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE ~ > W W O W <0 Y THE ROOF OVERHANG. GUI IER SYSTEM IS TO BE INCLUDED AS PART OF APPROPRIATE UTILITY AGENCIES. Q < LOT 13 THE ALLOWED OVERHANG. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING �" Z o Q 6 0 UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES Z Q Z W 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO 0 --I - - 2 o SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR LEGEND EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE U1 N W W PROPOSED SITE PLAN DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAT I S, CONTRACTOR. Lit '- W >� 0 i = I 0. ROOF DECKS, STAIRS AND AC COMPRESSORS. ITEM EXISTING PROPOSED i - m 0 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH }- Q- 5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING TOPO ti`s. 72.3 THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE z OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 1 SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. CONTOURS `72-"" 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE DRAINAGE DO NOT ABANDON UTILITIES IN PLACE. BUILDING (INCLUDING SIDING, ShU(IERS, GUTTERS, DOWNSPOUTS, FLOW mot- - - - ---- - -- - 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 1 DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ARROWS CONSTRUCTION. ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. TOP OF 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. PARKING TPS FEMA MAP NOTES : SLAB 12.30 X TREES TO BE REMOVED. CONTACT M1NIhU � 72 US PRIOR TO DIGGING <`PRO ECt��� I . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO F.I.R.M. \, CO MO- -FINISHED COMMUNITY PANEL NUMBER 1 305 I C 0213 F, MAP REVISED SEPTEMBER 26, 2008 (88 EASEMENT NOTES GRADE GRADE DATUM). 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE TRAFFIC AND RIGHT-OF-WAY NOTES: f I VARIES VARIES ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND , ill-,r �� 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO RECORDING. I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE Y< �1fo�IL 7<. V� �FQRE epo ANY CONSTRUCTION ACTIVITIES. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA UTILITIES PROTECTIOfT CENTER 1 ��/r -� \(-A0('� PERSONNEL. 1-800-282-7411 SPECIAL AE AND VE ZONE NOTES : 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED E1 \f/ PROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT ;,tom yr�� p R G I. BUILDINGS IN AE ZONES ARE TO HAVE THE FINISHED FLOOR SETA OF ANY WORK WITHIN RIGHT-OF-WAY. 4' G� -9 MINIMUM OF I'ABOVE FLOOD. �1 S T -ELEVATIONS SHOWN 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL 1.-CV," "s ON PLANS STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. SWALE DETAIL 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, Survey Information �' not to soar HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE yq FNG I NE�� FLOOD. Survey : Reynolds Surveying A 8p 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO NAVE 1 SQUARE Date of Survey : May, 2012 INCH I SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER 1 • SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS Datum : NAVD 1 988 Special Pre-Construction Note ABOVE ADJACENT GRADE. IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN Contractor to verify all existing and proposed 5. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR SCALE: I" = I O' s 2 tructure locations (drainage, sanitary, etc.), CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO �` tops and depths prior to ordering materials or G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH 1 beginning construction. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR k CODE. EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF 0 10' 20' 25' SAID ERROR, DISCREPANCY OR CONFLICT. 2 OF 6 SHEETS - i I 1 i R ' i a ; I LAUREL AVENUE 60' R/W SDI A I I SOIL EROSION LEGEND / _ EDGE OF PAV G Co- , i 41'v .: LOD TEMPORAtY sEDIMENT BARRIER —A !1 14 • j•` 4d Co TEMPORARY HAY BALES Shc—Hb f CONSTRUCTION� . O • SPIKE IN 15" PINE ; I '• © �.�. — 1-7— ELEV 9.62 ' j j NAVD 1988 EXIT CO , I / \ ■'pp IIIIP ___/• S 79°54'22"E 49N95' 0 ' o +•��1!� _ �\ MULCHING CMF •cIT •• �O� �S 1 Du 150' va s \ D DISTURBED AREA STABILIZATION w .• �6 DS 'I WITH TEMPORARY SEEDING �2 .... •-1 ;• '� — — — — / —'x x D s DISTURBED AREA STABILIZATION ��� v 1 1 LIMITS OF _, •.o L0 T 4 WITH PERMANENT SEEDING ( "�" i I I I DISTURBANCE x I •�o" - x WITH SODDING srABiuzATaN Ds4 U 0 I 40L I S.�. _*ill ixz > '1 z LIMITS O F CHECK DAM d-S [2 w F _ DISTURBANCE W. - ¢ N ,-CO D E-, 20` BSL -1 -H x STORM DRAINAGE OUTLET PROTECTION O ' x r (� O ^ w_ cp o ' x INLET SEDIMENT TRAP Sd2 ( Io5 m H _n. + Qx 0 -tom © I w ' 40 - SEDIMENT TRAP SO C 1 z Q N 0 I xx ICI oo z m m 1 I I I GEOTEXTILE 41E:10 1I r Q Q LOT 3 X X x ! .__I EAVE ENCRQACHES 0. x,:o LOT 5 "� Q co U) i x ' _ CHANNEL STABIUZATK?N ® U) �� VEGATATION �--I CO I Q\ C� ° CONCR£�TPE_ I I I I O T J x 1 W 0 J x O LEVEL SPREADER �' x 1 M � � x RETROFIT CO i DUST Du xI IF o V crl [ID I • zx 2 +co• �o (N v. w CI C I 3 o ' .• i w I { C P I : f DU xI DU . v . 4 Ds 1 I ___I .—6 Ds 1 . x — Ds2 1 �, _ J .1--- 10` BSL � ' w , � x 'C x 4\ 0 L il i t 60.--Q... •p SPECIAL SOIL EROSION PREVENTION NOTES : z �� ��� EAVE E - CHES 1.0' < x �� ....... Q#�o x x 1. The state of Georgia requires that the initial soil erosion prevention c A — `,, — /8" RBF measures shall be inspected by the designer within 7 days after installation. ;-- w 5/8" RBF o N 79°48'58"' 50.17' Z 2. It is the responsibility of the contractor to notify the soil erosion w 0 ix II SD 1 �A prevention plan designer within 7 days after the Initial soil erosion measures are in H > w w O place for inspection. m <' ¢ iJ u 1 Q w - cc , - z LOT 13 3. Soil erosion prevention plans shall be kept current and on site or readily accessible I= z o <il - w at all times during the duration of the project until after final stabilization has z = j `` z occurred. o J 2 - o Hw w D 4. Primary permittee must provide a copy of the soil erosion prevention plans to each w - w a secondary permittee. 11 - 0 z 1 r Q SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I s. Contractor is to keep a record of his inspections of the soil erosion control w O = 10 p measures to include at least the following: z 0 a. date and scope of the inspection 0 b. name of person performing inspection L C. major observations (including noncompliance incidents) _J 1. Inspection reports are to be kept current and on site or readily accessible at all times ö during the duration of the project until after final stabilization has occurred. co 1 6. Sampling of the outfall is the responsibility of the primary permittee and sampling • i requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabitlazation. EDNTACT A MINIMUM C 72 HGIURS J PRIOR TO DIGGING I 8, Waste materials shall not be discharged to state waters except as �SPR°TE�jov authorized by a section 404 permit. `f -a I 9. These ES & PC plans are in compliance with waste disposal, sanitary ((�` .-: s 5 -` sewer and septic tank regulations. Erosion and Sediment Control Phasing �`���E ° 10. Great care shall be taken to prevent oil spills and leaks. In the event UTILITIES PROTECTION CENTER that a spill shall occur, stop the spill source immediately and implement 1-800-282-7411 BMP REMOVAL NOTE Initial Phase (Phase I) BMP's and clean-up for the spill. 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE %• This phase shall include Silt fencing and construction GA'°�R9 UNTIL FINAL STABILIZATION exits and sediment and detention ponds to be installed prior to any - < - HAS OCCURED. land disturbing WETLANDS NOTE: �` Off' 4 * Na 28372 activities to prevent sediment from leaving the site. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF PROFESSIONAL AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL ? `' RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II ,y F�cI E��N Intermediate Phase (Phase II) PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION A WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. N0. 2904 I 1. This phase shall include construction of any outlet structures, • ISSUED 11-5-05 retrofits, check dams, inlets EXPIRES 11-5-14 DRAWING NUMBER protection and temporary grassing. SPECIAL CONSTRUCTION NOTE: 1 IF THE CONTRACTOR KNOWS OR CAN REASONABLY HAVE KNO OF AN ERROR, DISREPANCY OR CONFCT Final Phase (Phase Ill) IN THE PLAENS,T�PECIFICA71ONS OR CONSTRUCTION CSTAKING AND FAILSLITO SCALE: I" = 10' C ... 3 , ,,i REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK i ._ 1. This phase shall include outfall protection, any revised REQUIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY inlet protection and any other permanent devices. OR CONFLICT. 0 10 20 25 3 OF 6 SHEETS 1 i f SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER SCI.-17: TEMPORARY HAY BALES Sd 1—Hb I 1 LAUREL AVENUE 60' R/W CONSTRUCTION EXIT CO - SDI -A ii MULCHING DM1 (0 1 p' DISTURBED AREA S?ABILiZATK)N Ds2 �•� / EDGE OF PAV' ,G co'ti WITH TEMPORARY SEEDING ° u�A �� DISTURBED AREA STABILIZATION ��3� / WITH PERMANENT SEEDING � -∎ITII/ CO , / O C 41 SPIKE IN 15" PINE DISTURBED AREA STABILIZATION ° ` 1 1 i / ° 084 / ^� " — —7— — 1 ELEV 9.62 _�/ WITH SODDING NAVD 1988 -'7i3' 1 / •C T S 79°54'22"E 4995' 0 CHECK DAM d—S co ±�d� — _o��• Q+_ t 1 »I RDF STORM DRAINAGE OUTLET PROTECTION — — CMF �� 150' � >���C o �yti��' �4ti _�, I x l< °' IDs2I �' . I c � - - , !x INLET SEDIMENT TRAP $(i2 r LIMITS OF LOT 4 �xi v 71,' N C x SEDIMENT TRAP Sd3 I DISTURBANCE �- x U o � xW tom► x z LIMITS OF cEOTOrnLF w m z I al DISTURBANCE CHANNEL T. uZA11ON W I < 1 2O1 BSL 1 1E5. !x CONCRETE RAP Cl) 0 ° ()) 0 . 124 I A- < O ' v) I x LEVEL SPREADER �� f U�? W O�j w w b. + x < _ Q, ,...,_CO ) tl wRETROFIT �� {f Z Q N O I N Axix lil 0 zmm I § I DUST CONTROL. MI f ,- I LOT 3 X < ._I EAVE ENCRiACHES 0. x x 0 LOT 5 } __.I x - .� U) i wx o x o Erosion and Sediment Control Phasing I I I ! J o Initial Phase (Phase I) Ci) IIi< ,: . x ! o § o x o 1. This phase shall include Silt fencing and construction 4 x x x co exits and sediment and detention ponds to be installed prior to any CO z to land disturbing . x 4 jx _ activities to prevent sediment from leaving the site. ° I w ; z x �`� +°� �)O '? Intermediate Phase (Phase II) or- , N � { o I 5 x `�° x 1. This phase shall include construction of any outlet structures, S N s 2 retrofits, check dams, inlets ° x x < protection and temporary grassing. xI r t o ° 1 o -, 1 u' ! _ I Final Phase (Phase Ill) Ds2 _ t- -6 Ds2 I x < i r 1. This phase shall include outfall protection, any revised �',, inlet protection and any other permanent devices. w • / i / 10' BSL 4 x Cr) G I m �� !` _ I x G Q I I SPECIAL SOIL EROSION PREVENTION NOTES : I v�t 3D—eb tau— a A I w �� EA E CROAC 1.o' I 1. The state of Georgia requires that the initial soil erosion prevention w Q x o — 4�� _ _ �4•∎' �° x x measures shall be inspected by the designer within 7 days after installation. w• Q w ii 5/8" REF ov' N 79°48'58"' 50.17' •5/8" RBF 2. It is the responsibility of the contractor to notify the soil erosion U Q prevention plan designer within 7 days after the initial soil erosion measures are in • w 0 place for inspection. F. W W a z SD � �A � �� Yo o W U .3. Soil erosion prevention plans shall be kept current and on site or readily accessible Q w 0 O z LOT 13 at all times during the duration of the project until after final stabilization has F- L Z o z occurred. z 4. Primary permittee must provide a copy of the soil erosion prevention plans to each • N w H w o SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II secondary permittee. co o 1, = Icy 5. Contractor is to keep a record of his inspections of the soil erosion control ,I-- Q measures to include at least the following: w z R a. date and scope of the inspection Z 0 • O(75 b. name of person performing inspection I c. major observations (including noncompliance incidents) 0 I inspection reports are to be kept current and on site or readily accessible at all times J during the duration of the project until after final stabilization has occurred. 6. Sampling of the outfall is the responsibility of the primary permittee and sampling v) requirements are to be as per the NPDES general permit. 3 7. Silt fencing is to remain in place until final stabillazation. ...., CONTACT A MINIMUM of 72 H[;URS 8. Waste materials shall not be discharged to state waters except as PRIOR TO DIGGING BMP REMOVAL NOTE : authorized by a section 404 permit. ,,s,R.T -„o, 1. RETROFITS, PERIMETER SILT FENCE a These ES & PC plans are in compliance with waste disposal, sanitary ` p` AND CONSTRUCTION EXIT TO BE LEFT IN PLACE sewer and septic tank regulations. ' ' % i UNTIL FINAL STABILIZATION P g � ,-' B 1 HAS OCCURED. / ii , 10. Great care shall be taken to prevent oil spills and leaks. In the event 1< �� E mil°' $ that a spill shall occur, stop the spill source immediately and implement UT'LITIES PROTEGTiC?. C : t 8MP's and clean—up for the spill. 1-800-282-74'. 1 �,4RG/ i 6��i S T�� WETLANDS NOTE: ,1l �`"moo a�` I Na. 28312 � ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF * PROFESSOK * 4 ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL Z-‘2-‘' _ =I RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II FNC I N 6.L PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION �'-A. � ;> WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. NO. 2109 ISSUED 11-5-05 SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY i BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = I O' 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 0 I O` 20' 25' C NM 4 1 OR CONFLICT 4OF6SHEETS I SOIL EROSION LEGEND I f TEMPORARY SEDIMENT BARRIER Sd 1 A TEMPORARY HAY BALES Shc—Hb CONSTRUCTION I i ' i LAUREL AVENUE 60' R/W OUT CO SD1 -A s i MULCHING Dal j (0 / / EXT'G SLOPE �<0 DISTURBED AREA STABIUZATION Z 0 0.3% EDGE OF PAV G �co• �[ WITH TEMPORARY SEEDING ' i` , �..__. app--._ I fW I ( I I' ' l'' 'S V,, -�_ A A DISTURBED AREA STABILIZATION / ® WITH PERMANENT SEEDING 4111. 4I Co / ® • .1 SPIKE IN 15" PINE AREA StAEIiZATbN 084 ° ' I t IDs4� �"-- i o� - - __- - -7- ELEV 9.62 WITH SODDING / ® -N. NAVD 1988 / ® ! 0 CHECK DAM d-S ,� '� S 79°54'22"E 4995' - °�®{�1e.; . — _ Q_+ 1 RBF — — CMF r� ii'- O i STORM DRAINAGE OUTLET PROTECTION Q 150' M .i0 cow® ° . ,4, ,�� x DS4 7 II�v j �-- < p�4 (5 — — — x INLET SEDIMENT TRAP Sd2 1 LIMITS OF I am •' � - — '�xi I 1 opt_ §I 1 DISTURBANCE `' LOT 4 x SEDIMENT' TRAP 1041.411041�® 7 x �3 0 O 1 ® x x" LIMITS OF cEOTExnLE Lc?� �` w �- z ROOF OV1 _*RHANG CO DISTURBANCE I ____----_-- -___ _.._. NVNECaAT Tto uzA1'°s� ) C CO E- i — —-- •, . -a' h CONCKR2E�'1PE-- v ) - CEO D i /�/ /// x `.EVE` SPREADER 0 U�? m< . . . w < ?_ /// /// - RE:TRORT z Q N O z %� ' / / / 1 m z 1 z � // // // 45 I. ^ o - i Q ►. // ////// /// i DusT CONTROL Du I t Y-- Q Q L i X x W ! // /// ////ACNE//A.k, O. x x -I Q J I LOT 3 Co x p ► • // ////// -�b LOT 5 {n co o V/////////// //' x o Erosion and Sediment Control Phasing I r 1 0 x o ; / j// /// / z o `_' I 1-c ► 4-- // // /// = Ix ° Initial Pha e Phase t x 1 / ////// /// i s ( ) CIS o // /// /////C' 0 1. This phase shall include Silt fencing and construction 0 x ////// /// // o X x(2 exits and sediment and detention ponds to be installed prior to any £ z ,:� // land disturbing x ■ ////////// /// activities to prevent sediment from leaving the site. 0. �� / /// /// ° 1 Intermediate Phase (Phase II) i N w + 4 /////// / / / 4.���' x Q o o x / /// /// // 0' 1. This phase shall include construction of any outlet structures, N // /// ///// x retrofits, check dams, inlets ° x // /// // protection and temporary grassing. o ' z � 1 j�� /�/ / P P Y 9 9 N . l / // // // ,, o 1 _ ///////////// A 1 Final Phase (Phase III) i Ds4 x // /./ // // _ DSO) �� //f// / 1. This phase shall include outfall protection, any revised i // //� inlet protection and any other permanent devices. w x 6 '< I x SPECIAL SOIL EROSION PREVENTION NOTES : a. A KVw UVCK(1HNC> a A i �, " LCD LCD EA E cROAC �.0' 1 1. The state of Georgia requires that the initial soil erosion prevention w x 4\v �4 \ 9 9 P ° �� # measures shall be inspected by the designer within 7 days after installation. Q a. ,4� -- -- _ — I--- w 5/8" RBF ° 0 N 79°48'58"' 50.17' X5/8" RBF 2. It is the responsibility of the contractor to notify the soil erosion U Q 2 1 prevention plan designer within 7 days after the initial soil erosion measures are in ( w 0 c _ F--cn ( 1-d z SD I -A place for inspection. Y 0 0 3. Soil erosion prevention plans shall be kept current and on site or readily accessible o ,0 _ LOT 13 at all times during the duration of the project until after final stabilization has 4 o Z 0 4 C'j W I occurred. Z z 1 4. Primary permittee must provide a copy of the soil erosion prevention plans to each o N w 1 o 1 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III secondary permittee. w �- w o Lr- m z I I0 5. Contractor is to keep a record of his inspections of the soil erosion control } Q measures to include at least the following: w O a. date and scope of the inspection Z 0 b. name of person performing inspection 0 c. major observations (including noncompliance incidents) L Inspection reports are to be kept current and on site or readily accessible at all times J during the duration of the project until after final stabilization has occurred. 5 co 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. CONTACT A MINIMUM OF 72 HOURS 8. Waste materials shall not be discharged to state waters except as PRIOR TO DIGGING �sv.OTECT 0,/ BMP REMOVAL NOTE authorized by a section 404 permit. c�. �. F. g. 1. RETROFITS, PERIMETER SILT FENCE 9. These ES dt PC plans are in compliance with waste disposal, sanitary = -- ` AND CONSTRUCTION EXIT TO BE LEFT IN PLACE sewer and septic tank regulations.UNTIL FINAL STABILIZATION ((� 1 HAS OCCURED. '' ' 10. Great care shall be taken to prevent oil spills and leaks. In the event BZ-FGRE that a spill shall occur, stop the spill source immediately and implement UTILITIES PROTECTION CI ,I.'R i BMP's and clean-up for the spill. 1-800-282-7z11 (A:0 R G 9 cc,1ST WETLANDS NOTE: , - * No. 28372 ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF PROFESSIONAL * ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL 8- fit-`C'-- RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II *1.6,4 c N6<'. PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION gir A. WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. NO. 2104 - 1 ISSUED 11-5-05 SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY g BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT t. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = 10' C ..... 5 i REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED L..-- --A TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 10' 20' 25' 4 5 OF 6 SHEETS SOIL EROSION $e SEDiMENTATiON CONTROL NOTES CLEARING NOTES: ! i i I 1. NARRATIVE: THE EXISTING SITE iS VACANT AND THE GROUND iS GENERALLY FLAT WITH SLOPES 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. BETWEEN 0 PERCENT AND 6 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE COASTAL PLAIN VEGETATIVE COVERS CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.32 ACRES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND WITH THE ESTIMATED DISTURBED AREA TO BE 0.16 ACRES. UTiUTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL I i CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED p NSF TEMPORARY GRASS RATE PLAN 1NGF PERMANENT GRASS RATE i ' 2. DEVELOPER / CONTRACTOR :11M RAMAKER AT THE EXPENSE OF THE CONTRACTOR. i I I 275 PROMAN LANE , 1 FLEMING, GEORGIA 31309 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL i0 Lbs./,qc MARCH- CENTIPEDE SOD OR 10 Lbs./Ac Ii 1 I COMMI I ILE S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. MARCH LESPEDEZA JUNE COMMON BERMUDA (HULLED) 1 ; 1 ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 3. 24 HOUR CONTACT : 11M RAMAKER AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE 912-321-7645 BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac I, 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE JUNE 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER (HULLED) i 0 Lbs./Ac JUNE COMMON BERMUDA (HULLED) I I CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. EROSION CONTROL IN GEORGIA. I 1 JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE APRIL- BROWN TOP MILLET j 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE CONSTRUCTION EXITS TO REMOVE MUD FROM 'TRRES BEFORE ENTERING ANY PAVED AUGUST '� Lbs./Ac AUGUST OR - 1 CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBUC HIGHWAY. CENTIPEDE SOD ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 10 Lbs./Ac > i I I ' ; f 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS SHALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING SEPTEMBER- RYEGRASS 40 LLs•/Ac SEPTEMBER- COMMON B BERMUDA (UNHULLED) 10 Lbs./Ac EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SH CONSTRUCTION. THESE MEASURES ARE TEMPORARY. Ci / INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE / OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS F 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 AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY Au_ OR GRADING A -1 TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS r PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR �/ `�o�� Q 1 1 PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF pW o 1 CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. �� / .,��' --- ,- PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY / `moo` > Y���'�� �, W PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL �s /; r 42. z THE APPROPRIATE PERMITS HAVE BEEN ISSUED. /8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION • ,.• 1Ø1D P. 1 I i E Q 0, D PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY 1/ ' , �•O. • 0•:-.*. p C m O " CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER � � i �S••! '• ;(Qp�• 4 O 0 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM. ,1.•• • .4•.•.t• • • .O• SIDE VIEW ,�, Q 1 REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I / ,(.4�' �0j• tb•.:•.,,,* :0 � t� (t) W I 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT 4 f b63o.•;; !,a • !• • ••..•.. E < G 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR ••00000�!:••:•• • .•.•! w.•••�JC�;�'';, Z = c�•AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE / .'• "�''i'.•~�•�• '; . 40- ����,,:,•rf :`.'' d Q FROM THE OWNER OR ENGINEER PRESENT. ' ! • ••� •;: � •o 07'� ' -.4."-*** 1 I 1 z m I 1 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED pO� -•k•;:.:,.•-.4,.. • •• is*; • °�� . .•• •• ••;•• : - n z = WITH SEDIMENT. 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE O� .•,_.••_y a:. ..• •• •..,.... v FABRIC > PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WiTH SPECIFICATIONS oo <'•' • 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING ���� -.y .. . • '• 'a • ' •' J� �--� I FUNCTIONING EROSION CONTROL SYSTEM. �'� °� • •o��` STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF ° s" - •• •• I I 1 THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. uiroERUNER �;• °' 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS .•:...�• LD ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS N.S.A.R-2 0.5--3.51 Cr) 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "LIMITS OF CONSTRUCTION". COARSE ATE PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 0 ;I: 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, NOTE: OVERLAP 18" AT FABRIC JOINTS CO 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEMPORARY CONSTRUCTION EXIT STABIUZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". N.T.S. CO 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED BY BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN *PERMANENT SEEDING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA FRONT VIEW 6 " IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY m ! 1 17. VEGETATIVE METHODS: AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY E Z I ` I o A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. I = ! i GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE TEMPORARY S i LT FENCE D ETAi L N n 1 ° COVERS FOR AN OUTLINE OF THE ESTABUSHMENT OF VEGETATIVE COVERS. Sd 1 -A o WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE AREAS REQUIRING RE-ESTABUSHMENT OF GRASS. k UMERATE: 1 TO2TONSPERACRE 2012 FER11UZER: 1500 POUNDS OF 6-12-12 PER ACRE JULY AUG SEPT OCT NOV DEC POST SIZE R INSTALLATION OF SEDIMENT CONTROLS FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C ,Q E(MAX) F 18. MULCH: AND TREE PROTECTION BARRICADES TYPE LENGTH ii- MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT SiTE GRADING A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-O" USE 36" D.O.T. LI A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL , Oak 1.5"X1.5" APPROVED FABRIC. KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS UTILRY INSTALLATION NOT APPLJ• =LE USE WOOD OR D < Steel 1.31b:/ft. min. FOLLOWS STEEL POSTS. H W CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH LEVEL II U D o < J f MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED BUILDING CONSTRUCTION CERTIFICATION z Q . IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. NO. 2109 W 0 ° THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR GLASSING FASTENERS FOR WOOD POSTS > Y O W f LIQUID MULCH BINDERS. ISSUED 11-5-05 5-05 W r d p AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION PAVING NO * ,App,T,�r. -r g� EXPIRES 11-5-14 GAUGE CROWN LEGS STAPLES/POST Q W 0 O p 19. SOIL TYPE: THE SOILS IN THIS ARE Z z o ( z SERVICE AS BEING Cuc (Chiptey'-Urban Complex). n z Q - Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. W d MAINTENANCE OF SEDIMENT CONTROL 0 J H W W 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO N W w LU F.I.R.M. COMMUNITY PANEL NUMBER 13051CO213F, MAP REVISED SEPTEMBER 26, 2008. REMOVAL OF SEDIMENT CONTROL ■ GAUGE LENGTH BUTTON NAIL/POST Li . co I-1- 0 HEADS ,- I>- Z 21. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SITE DATA Nails 14 min. 1" 3/4" 4 min. W z SPECIAL NOTES: ZONE. "AE-12" TOTAL ACREAGE. 0.10 ACRES 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED ACREAGE.. 0.08 ACS F PREVENTEDED BY THE INSTALLATION OF EROSION AND S.C.S. SOIL SURVEY FROM WEB SOILS 3 1/8"THICK"ECOSTONE"PERMEABLE BRICK 4 SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR PAVER OR APPROVED EQUAL TO TO OR CONCURRENT WiTH LAND DISTURBING ACTIVITIES. L HAVE BEVELED EDGES TO PREVENT �� o COMPACTION OF FILTRATION MATERIAL o m o 'y OR INSTALL FILTRATION MATERIAL 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND N. °; P,o 1/4"TO I/2"BELOW THE TOP OF PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT THE PAVERS 12"WIDE GEOTEXTILE ALONG Pie d,�o or St o PERIMETER-TYPE AND INSTALLATION 4"(MIN) LIMEROCK OR GRAVEL CONTACT A MINIMUM OF 72 RS WITH LAND DISTURBING ACTIVITIES. 5� Fot o• SOLDIER COURSE AS A BORDER TO BE AS PER MANUF. SPECIFICATIONS SOLDIER COURSE AS A BORDER #57 PREFERRED WITH#68 BEING PRIOR TC DIGG iti;3 1,4��� CA go OR CONCRETE CURB SET 1/4" OR CONCRETE CURB SET 1/4" THE SMALLEST ACCEPTABLE SIZE <co BELOW PAVERS WITH CONTROL! No.8 AGGREGATE I.5"BEDDING AND FILTRATION ABOVE GRAVEL WITH CONTROL! �Seeo cr¢"'c 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL s01.0•' '0111111 EXPANSION JOINTS AT 15'O.C. (max) EXPANSION JOINTS AT I 5'O.C. (max) fi iv Gulick St OR ELEVATIONS AS PER PLAN OR OR ELEVATIONS AS PER PLAN J ��=� TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT :`■ .� BORDER AS APPROVED i]•St�' E ° I No.8 AGGREGATE IN OPENINGS . o o °°°o PROVIDE FOR EFFECTIVE EROSION CONTROL, ; ' Q G .. �°�_ FOR FILTRATION S $). ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ao °� --- �'---- 4" OF No.57 STONE .- �° �IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. N`9rvi°Y o' Q -4-±-t--7-- •°__ •:_' OPEN GRADED BASE COURSE I = =I i T I= £ �=7 i i ( 6" mm.)OF No.2 -III ,TIEITIES PRUTECTI� CE1I 2 0 0 o ITT ( 1-800-282-74? 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO SIT -97 a STONE SUB BASE mmimmmilman INSPECT STORMWATER FACILITIES AT ALL TIMES. ° o o SPECIAL INSTALLATION NOTE : NATURAL _NATURAL SUBGRADE SUBGRADE I ALL INSTALLATION PROCEDURES AND 1.---ApR C.5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. TYBEE ISLAND 0 MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BASE COURSE- GEOTEXTILE UNDER BASE COURSE �Gi STf�o� w PAVER MANUFACTURER INSTRUCTIONS TYPE AND INSTALLATION TO BE AS PER - i -- AND RECOMMENDATIONS. Q MANUF. SPECIFICATIONS NOTES: 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. \y I. CONSULT!CPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS * PROFES'S'ION/. * boo, F NOTES: FOR BASE MATERIALS,SUBGRADE SOIL AND BASE COMPACTION. �_V u _ - 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS Vo I. CONSULT WITH MANUFACTURER IF SOIL IS EXTREMELY WEAK OR SATURATED. 2. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING H�I Nti0 VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 2. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING MAY BE USED IF APPROVED. 9 A. �� '' ASPHALT OR CONCRETE DRIVEWAYS. 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, j i j f 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT 14 8 17 SUBGRADE SOIL AND BASE COMPACTION. GRAVEL L PAY 1 �1 DETAIL SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. rN co ' 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 DRAWING NUMBER NOT TO SCALE RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF TYBEE ISLAND. 9.• ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. SIDEWALK 7 DRIVEWAY C 6..11 A z 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE Vicinity Map �8 rH BRICK PAVER DETAIL pLqO DRIVE OPTIONS A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE NOT TO SCALE DESIGN ENGINEER. /6 OF 6 SHEETS F 7-TA _3a i `7.5 -=�-� i I LEGEND NEW EXISTING DESCRIPTION i I li ll LAUREL AVENUE 60' R/W 1 I BUILDING I c� RESURFACE ASPHALT PAVEMENT H 1<�� �� EDGE OF PAVING ,�� ASPHALT PAVEMENT TYPE I i ; ? ASPHALT PAVEMENT TYPE I I / SPIKE IN 15" PINE N , C I - -7 ELEV 9.62 o � f 1 � I I I I CONCRETE PAVEMENT ' NAVD 1988 f . . S 79°54'22"E 49\95' o +� %� _ -,� +_ A• � 5i RBF CONCRETE SIDEWALK - - CMF O� ��� * X 150' \\ o ,,v ti� __ � 1 X "m ' SD - STORM DRAIN LINE �' 4 I \\ .----- .---. - ----' r - SS- - ss - SANITARY SEWER LINE f I LOT 4 j X - - - WATER LINE x • sO SANITARY SEWER MANHOLE > Li- U X z w Z 201 BSL IX� G.V > N = W I I �' I. GAS VALVE �.' d I- � i XX N W.V o � � o r I �� X W.M� WATER VALVE Q 0 N Di r ic;\N X ■ ❑ WATER METER CD @ W CI? z < N c FIRE HYDRANT I / 1 ` z m XIX o f i 0 z = X X d 1 LOT 3 EAVE ENCROACHES 0. X LOT 5 -Er' SIGN Q Q m �4' x , FLARED END SECTION w X o l T I ,- , Ix o °° SPOT ELEVATION a� X ( `� (� c(,-)' ' o X ....,9--N _,9 CONTOUR 0 •-, X W 000 z X •1/ W X co I.E.4.13 I.E.4.13 INVERT ELEVATION • X 1 +�' -X CHAIN LINK FENCE i • W +�. +�. x, I SPECIAL AVERAGE GRADE NOTES • wX 4 � �o4ti. I I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE -••-••- DITCH INVERT a c, o BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING 0 X I AND ZONING DEPARTMENT. - • • - PROPERTY LINE - H I -5 o 1 r : , LL X I 1 IPo IRON PIN FOUND I _6 X i ..-- ---- ---- r - I TV/ 16.83 TOP OF WALK I I SPECIAL BUILDING SET BACK LINE NOTES X 01 BSL �4' I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST 6- I ' l I OUTSIDE PART OF THE BUILDING. TP 14.65 TOP OF PAVEMENT X I ��0 °4 XIX FG 16.1 FINISHED GRADE z n i o, �, 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, TRIM X o''. A��� EA NCROACHES 1.0' X X WORK OF ANY KIND OK TYPE OF COVERING OR AESTETIC PART OF THE TS 16.10 W _ _ _ _ �4�� ,(,� . BUILDING. TOP OF STONE D < 0 5/8" RBF oti� N 79°48'58"W 50.1"7' S/8" RBF TG 16.10 TOP OF GU I ILR 0 D (9 < 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND D w o 0 O ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE TC 16.10 TOP OF CURB I- > w W k EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING Q' < W LOT 13 5E1 BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF d W 0 cc 2 CD ,..,11-1 THE ROOF OVERHANG. Z o Z z Project Information: u) 2 - < 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING H w W P.I.N. 4-0026-03-015 U? NW J E 1� ,A . .. SET BACK LINE REQUIREMENTS IF A GU I I ER SYSTEM IS UTILIZED AND FOR W r- w IL FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC ADDRESS : i 112 Laurel Avenue f1' �- m U? EXISTING SITE AND DEMOLITION PLAN �- COM COMPRESSORS. ZONING : R-I-B I" = 10' w z SITE SIZE : 0.10 ACRES Z r 5. A CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) ESTIMATED DISTURBED AREA : 0.05 ACRES X EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. OWNER: Tim Ramaker W / BED ° ,e a a Ga,6 �4� �°~ 4 �� >n 2-1-1-r--;n� ,5 are_ E,e- p OWNER ADDRESS : 275 Proman Lane Fleming, Georgia 31309 G si � a;"", 1 fa• �IP� sa ; ��` Y s i "91€ � e r °1 ' j f( �2e�` PHONE : 91 2-321-7645 "y e=s stomp a ;.iIkitrig fl,.Agaza i a t .I-- 1- .30 . • WC FEMA MAP NOTES : CONTACT A MINIMUM OF 72 FOURS SPECIAL AE AND VE ZONE NOTES : PRIOR TU DIGGING TRAFFIC AND RIGHT-OF-WAY NOTES: I. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SETA I.THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA"AE-12"ACCORDING TO F,5 peoTccrro, MINIMUM OF I'ABOVE FLOOD. F.I.R.M. COMMUNITY PANEL NUMBER 1305 I C 0213 F, MAP REVISED SEPTEMBER ,<, �<"i,, 1 . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE 26, 2008(88 DATUM). _._� COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL r ' PERSONNEL. STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. A. CONTRACTOR O TO VERIFY T E FEMA ELEVATIONS PRIOR TO ;` �(� I ANY CONSTRUCTION ACTIVITIES. c��9?°� NOTES: 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, .^aRC YJJ FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE Survey Information : UTILITIES PROTECTION! CENTER , I . CONTRACTOR IS TO COORDINATE ALL GAS, OF ANY WORK. FLOOD. LIGHTING, ELECTRICAL, PHONE, CABLE AND 800-282 . '• ANY OTHER REQUIRED UTILITIES WITH THE 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE Survey : Reynolds Surveying INCH!SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND APPROPRIATE UTILITY AGENCIES. PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND Date of Survey: May, 2012 RIGHT-OF-WAY. OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY 6,12837cL;�R 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS Datum : NAVD 1 988 c74 ALL EXISTING UTILITIES PRIOR TO COMMENCING 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED ABOVE ADJACENT GRADE.OF CONSTR UCTION ACTIVITIES AND FOR AVOIDING INTO THE STORMWATER SYSTEM. 5. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. No i CONFLICT WITH SAME. ANY DAMAGE TO EXISTING * PROFESSEN4l UTILITIES SHALL BE REPAIRED AT THE EXPENSE 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH SCALE: I" = 10'OF THE CONTRACTOR. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER Kt---.4-7- N �CODE. I I A. B 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION o 10' 20' 25' WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME SPECIAL F.F. NOTES ; THE PROPERLY OF THE CONTRACTOR. DRAWING NUMBER I. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION GEORGIA D.O.T. NOTES: SPECIAL CONSTRUCTION NOTE: 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. , CONSTRUCTION. I. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. IF THE CONTRACTOR KNOWS OR CAN REASONABALY BE EXPECTED TO NAVE KNOWN OF AN ERROR, 2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C awn 1 STRUCTURAL,ARCHITECTURAL AND M.E.P. PLANS. THROUGH THE GEORGIA D.O.T. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR • X TREES TO BE REMOVED ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 1 OF 6 SHEETS i ARTICLE 3. - GENERAL PROVISIONS Page 1 of 1 i 1 1 ■ ' ' 1 DRIVE TO BE CONSTRUCTED OF PERMEABLE MATERIALS AND BE 25' WIDE ( TOTAL MAX AT j RIGHT OF WAY LINE ) OR AS PER CITY OF TYBEE ISLAND ORDINANCES LAUREL AVENUE 60' R/W Sec. 3-160. -Protective screening of adjacent property where commercial use and residential use abut. �`' I MATCH EXPG No buffer is required for a commercial use adjacent to a commercial use.In cases where a commercial and residential use abut or will abut �� �` I I i j PAVING an were: i CO S T'G SLOPE ELEVATION (A) New construction is proposed;or 1��0 // 0.3% EDGE OF PAVING i6v (B) Existing improvements are to be expanded by enlarging the footprint of existing occupied or usable improved space by 25 percent or I j I more;or l / / if IfG G.21 (C) A change in the kind,character or degree of use of improved property is proposed,and there is no existing buffer in place on the .�� ��,,,_ I I property that is to be improved or any existing buffer on such property would not meet the requirements below,the owner or applicant ' II / shall be required to seek special review unless a buffer satisfying the following requirements is met: z i i / SPIKE IN 15" PINE (1) Basic requirements. , / -7_ _ _ ELEV 91,1\16215" .62 a• An arboreal landscaped buffer not less than five feet wide with a well maintained masonry wall or privacy fence no less than eight l 1 i I I / NAVD 1988 feet in height above grade shall be provided and properly maintained along its entire length by the users of the property to be S 79°54'22"E 49,95' g g p P p Y 9 9 Y p p Y !� �_ � , 7 ° built upon or expanded.Such buffer shall be planted with deciduous trees,evergreens,flowering trees,ornamental trees,or any / (5 - + �+ 1 5/ RBF combination of the same not set further than ten feet apart at any given point along the buffer.The buffer shall be measured from j - \ft C , - -�Q �c�, , �, the property line of the property to be improved.In no instance will a street,sidewalk or other like improvement be permissible as V 150' \ o ���' , x a buffer. In no instance will a dumpster or mechanical unit be permitted in a buffer. The area beneath and between the planted trees shall be kept free of foreign debris and unmanaged undergrowth.All I FG 6.01 \\ 0§) ti x b landscaping shall be maintained in a healthy growing condition,neat and orderly in appearance. ��� �_ r \ x v 1 c. All planting plans shall be first submitted to the city zoning department during the review process for approval of the planting I t 1 2.00'\- LOT ' materials and arrangement thereof in accordance with the provisions of this Land Development Code. I 1 I L O 1 (2) Special review. In the case of any plans or proposed plans which do not meet the requirements of subsection section(1)hereof,special j 1 I x 50 LF SWALE review shall be required for consideration thereof and in connection therewith,the mayor and council may impose conditions or L J 0 I 7 AT 1 .2% u1 xw restrictions designed to protect the properties including adding or reducing buffer requirements,restricting or expanding uses within the > d }- 50 LF SWALE cD N X v buffer area,additional or reduced fencing,vegetation and/or any other restrictions or conditions reasonably designed to protect the W W abutting property as well as the property sought to be improved. R O O P � T m N = AT I% co^ to ROOF OVERHANG x� j�j I I _ < /OI BSL gi /nr�'i Ain /000_9A ft_'1'1_1000.nr�'l Ain 9/1/1/LOO 7_41_'7000•-nrd r^nr ,nriinn fn"1,r,-,o -,,,,,,,,Ind 4_4if_7nnr.•nrn' Ain ,,nnn_nn ,mnnrin.J x._70_`)000•n..J AI, 4000_')1 N CO D • E- DOWNSPOUT • //. / I x DOWNSPOUT SPECIAL AVERAGE GRADE NOTES : Q o U' I AND - :r.' / / �:� x CD w w 5PLA5HBLOCK _� �� /////7// x o, SPLASHBLOCK I I . THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE co n z ' , // // BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING z = N wl FG 6.5 �� / / /// I xIx AND ZONING DEPARTMENT. I i z I '. / /// YP . / f p z m �� / // / �..0�/ G 6.8// /X X- 1 . // / / V E HES 0.7' x x J }. I LOT 3 k;` // • // 1, ; ` '`• - LOT 5 co x �� / // / �. x _ GENERAL DRAINAGE NOTES: ';� // /// //// o SPECIAL, BUILDING GU'1-i'ER NOTES : I I I w x I 11 / / /// // Ix 0 I . A BUILDING GUTTER SYSTEM AS SHOWN ON THE PLANS SHALL BE UTILIZED TO I . THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING 1:4 . // // // NSURE THAT ALL ROOF RUN-OFF IS DIRCTD TO THE TYBEE ISLAND RIGHT CONDITIONS WHICH CAN NOT BE FORSN TO ALLOW FOR PROPER DRAINAGE.° �� // / ;� w x O W Y 2. QUI-FALL FOR THE PROJCT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE O° //// // w 2 co CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASMENTS. .2. BUILDING DSIGNR SHALL SIZE GUl 1 EK SYSTEM TO CONVEY A 25 YAR (MIN)1 // //// . x x / // / STORM EVNT. / �, 3. IN EASD STORM WATER RUN-OFF DUE TO NW IMPVIOUS A EAS WILL o x / CR R ,; / / / I NOT BE ALLOWED TO IMPACT ADJACENT PRORTIS.w I / /GUTTER 7 x / // 1 GU I I R 'r l N r SYSTEM 1 /// / / SYSTEM 4. CONSULT TYBEE ISND PLANNING AND ZONING DEPATMNT REGARDING T/ / //// / / QUIRMNTS OF GUTTS AND HOW BUILDING ST BACK LINES ARE x II / / iiiiii IMPACTED BY THE GUTTER SYSTEM PRIOR TO CONSTRUCTION. N • o _,: i , I I .it //////// /// q _ _6 GENERAL BUILDING INFORMATION NOTES: x C, ///// ///_,/�� �� - - s . �i`/// /7/ /// +� I . 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. x i Ill:; . • i A x ` / _lorlim•lea --•alo •teatorbno= SPECIAL BUILDING SET BACK LINE NOTES . 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS G I �F� 'i°� G \ IX I . THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS . • x I `s� xi TYBEE ISLAND REQUIREMENTS. • �, o� GUTTER \ OUTSIDE PART OF THE BUILDING. • X \) �4. SYSTEM ^ EAVE ENCROACHES 1.0' W - - ''` _ _ ,Q�� �,� _ _ 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, TRIM D < z 5/8" RBF o °� N 79°48'58"W 50.17' /8" RBF WORK OF ANY KIND OR TYPE OF COVERING OK AESTETIC PART OF THE NOTES: U D < Q BUILDING. fx al O - a. tl� ���Q . 1 . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, I- > W 111 0 W PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE (1) <(-D Y ( .\o)cs --2, \[a of + 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND APPROPRIATE UTILITY AGENCIES. -1 .J d y ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE d W < LOT 13 Vek. e.0 fish Ce. Li. r 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING Z O d EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING Q Z Q !� Z_ �; 04-1 * RO (C)(-1) SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOI I OM OF UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO 0 --1 - re. b-) : C"e_a• THE ROOF OVERHANG. LEGEND EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE U? N W I-- Wj 0 PROPOSED SITE PLAN 4. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING ITEM EXISTING PROPOSED CONTRACTOR. m �- o 1" = 10' SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR FG 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH W '--1- Di_ FIREPLACES, ELEVATOR SHAT I S, ROOF DECKS, STAIRS AND AC TOPO \q"rx 12 3 THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE z COMPRESSORS. OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. CONTOURS -12- 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. 5. A CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE DRAINAGE DO NOT ABANDON UTILITIES IN PLACE. BUILDING (INCLUDING TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) • EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VARIANCE. FLOW --•r- - - - - - J ---- 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED ARROWS CONSTRUCTION. / TOP OF G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. PARKING TPS 12.30 X TREES TO BE REMOVED. CONTL•CI A HINI?IUM 91 72 HUUR SLAB FEMA MAP NOTES : PRIOR i T U(GG:'U ( cTIo,, I . THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "A -12" ACCORDING TO F.I.R.M. EASEMENT NOTES: -FINISHED COMMUNITY PANEL NUMBER I 305 I C 0213 F, MAP REVISED SEPTEMBER 26, 2008 (88 - I GRADE DATUM). 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE TRAFFIC AND RIGHT-OF-WAY NOTES: (( - G#tADE ) '1 �.' VARIES VARIES ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND r " [.... -. 2. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO RECORDING. I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE �<47-ORE ao�`° i. COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA -1(,`,• ANY CONSTRUCTION ACTIVITIES. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. UTILITIES PRfTECTIfN CENTER r!a' {/\ �,,,,.• PERSONNEL. ?-8C0-282-74 I 3 3 7_ if i JtF 1 1r----- SPECIAL AE AND VE ZONE NOTES : 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED '. ;: _\i,--\(' FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 1. BUILDINGS IN"AE"ZONES ARE TO HAVE THE FINISHED FLOOR SET A OF ANY WORK WITHIN RIGHT-OF-WAY. ! çv MINIMUM OF I'ABOVE FLOOD. -ELEVATIONS SHOWN 2. BUILDINGS IN"VE"ZONES ARE TO HAVE THE LOWEST HORIZONTAL No 28372 ON PLANS STRUCTURAL MEMBER SET A MINIMUM OF I'ABOVE FLOOD. Survey Information : ' SWALE DETAIL 3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, F�'GI NE�� not to soap HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I'ABOVE '�i FLOOD. Survey : Reynolds Surveying A. 4. FLOOD VENTS ARE REQUIRED IN "AE"ZONES AND ARE TO HAVE I SQUARE Date of Survey : May, 2012 INCH I SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPECIAL CONSTRUCTION NOTE: Datum : NAVD 1 988 DRAWING NUMBER SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12"OR LESS Special Pre-Construction Note ABOVE ADJACENT GRADE. IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO NAVE KNOWN .....,2 Contractor to verify all existing and proposed S. BREAK AWAY WALLS ARE REQUIRED IN"VE"ZONES. OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR SCALE: 7" = I 0' C structure locations (drainage, sanitary, etc.), CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO I tops and depths prior to ordering materials or 6. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH beginning construction. ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR CODE. EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF 0 10' 20' 25' SAID ERROR, DISCREPANCY OR CONFLICT. 2 OF 6 SHEETS _ ; ill , 1 j I i i a I LAUREL AVENUE 60' R/ SDI A } 1 ; co 1 j �c ' EDGE OF PAV G 1 SOIL EROSION LEGEND Rat ;� 0�1! 7- LOD-A LOD TEMPORARY SEDIMENT BARRIER Sd 1—A ; I I -__-)C0-■01111 TEMPORARY HAY BALES Sd 1—Hb o ; I i �� C G SPIKE IN 15" PINE i > (:)cg ______ — --7- _ pi:EV 9.62 CA I ° J AVD 1988 1\/ / \ �Q i C S 79 54 22"E 49N95' o CONSTRUCTION DOT Co W + ill-_� 1 — s±� 'i MULCHING CMF° ,� �� �o� ���� II X DU Dal 150' O C o v�y ti, C �� 0 DS 1 WITH TEMPORARY SEEDING Ti°t' Qa2 ��� ._. LIMITS OF � ;�J o — Jx x Ds2 DISTURBED �► srA81LiZATION DISTURBANCE LOT 4 x "M" PERMANENT SEEDING r'a" 1 1 1 1 I °ail c>. c > STAaIUZATKZN irkil4 U O x I CL x 1 z LIMITS OF CHECK oAM d— �r z I � 20' BSL DISTURBANCE III iy <CM 1— STORM DRNNAGE OUTLET PROTECTION 0 (f) S i wm W c4 x ° Et (0 O N _ 4 �� I G x x INLET SEDIMENT TRAP Sd2 t t-� �w w ' J SEDIMENT TRAP U x ac I I x Sd3 z d N 111 o z � m I I I LOT 3 x EAVE ENCR ACHES 0.7 x,x co G' LE '- < < x I - ; _ LOT 5 CHANNEL STABIUZAT)ON '� Q Cn CI co a x ~' � J co '� o ROCK 1RIlOPN_RAP 1-_____I � w x O x oo CONCRETE :-, i m ` LEVEL SPREADER O x V x RETROFIT O CO 40 1 co x -1 .../ DUST CONTROL DV I U x (Z)1 (b #6 V I V 1 N C • ' O G E N 1 S_W V 0 ›- ° M i °..O •x —.I ....J ,o t D N : tjm DU x 1 . -, --' i Ds ! I ---6 Ds 1 . 1 � 4°, ( Ds2 J r J,, — 1 ,� — 1 O BSL . w G' I Q x 11-74"7 L* -- L�0 EAVE E �ITACHES 1.0' x x SPECIAL SOIL EROSION PREVENTION NOTES : x o4�v <C4 c, I x w Q _ _ 4ti <0(b. ....... 1. The state of Georgia requires that the initial soil erosion prevention a_ •5/8" RBF o�� 1 N 79°48'58"" 50.17' /$,, RBF measures shall be inspected by the designer within 7 days after installation. - w d I 2. It is the responsibility of the contractor to notify the soil erosion x. w 0 il il z 1 SD 1 -A prevention plan designer within 7 days after the initial soil erosion measures are in • 1~ > w w 0 z place for inspection. U7 Q C� < Ld O LOT 13 3. Soil erosion prevention plans shall be kept current and on site or readily accessible Q f o o d w at all times during the duration of the project until after final stabilization has Z n `` Z occurred. o w 2 — o _ w 4. Primary permittee must provide a copy of the soil erosion prevention plans to each w —C\I w L o secondary permittee. X — co z S ? 1-I EROSION AND SEDIMENT CONTROL PLAN - PHASE I 5. Contractor is to keep a record of his inspections of the soil erosion control w 0 " measures to include at least the following: Z a. date and scope of the inspection b. name of person performing inspection ld c. major observations (including noncompliance incidents) j Inspection reports are to be kept current and on site or readily accessible at all times p during the duration of the project until after final stabilization has occurred. w 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabillazation• CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING 8. Waste materials shall not be discharged to state waters except as �SQROTE�T,©y authorized by a section 404 permit. / `� 7,<</s rA 9. These ES & PC plans are in compliance with waste disposal, sanitary '. �((\ ; ) sewer and septic tank regulations. o Erosion and Sediment Control Phasing ��E�� 10. Great core shall be taken to prevent oil spills and leaks. In the event UTILITIES PPOTECIIOI CENTER that a spill shall occur, stop the spill source immediately and implement ?-800-282-741 I BMP REMOVAL NOTE Initial Phase (Phase I) BMP's and clean—up for the spill. -' 1. RETROFITS, PERIMETER SILT FENCE This 1. phase Shall include Silt fencing AND CONSTRUCTION EXIT TO BE LEFT IN PLACE P g and construction Gtio R ciq UNTIL FINAL STABILIZATION exits and sediment and detention ponds to be installed prior to any 8'ST RF HAS OCCURED. land disturbing WETLANDS NOTE: ,o )a activities to prevent sediment from leaving the site. ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF (* PROFESSIONAL ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL 1_4 - i2- RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II �q FNG I 13,160s-i. � Intermediate Phase (Phase II) PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION *4 WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. N0. 2104 1. This phase shall include construction of any outlet structures, ISSUED 11-5-05 retrofits, check dams, inlets EXPIRES 11—5-14 DRAWING NUMBER protection and temporary grassing. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT Final Phase (Phase Ill) IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = 10' C. 3 REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED ' TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 1. This phase shall include outfall protection, any revised REQUI R FUCO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY O I O' 20' 25' inlet protection and any other permanent devices. 3 OF 6 SHEETS I SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER Sd 1—A I I • a TEMPORARY HAY BALES Sd 1—Hb 1 LAUREL AVENUE 60' R/W CONSTRUCTION EXIT Co SDI -A 1 MULCHING /. WD I 1 0 DISTURBED AREA STABIUZATION IM-1 1 0 / WITH 0 EDGE OF PA �� i 14 <0 I�� 1' � LLID IAD A ILD DISTURBED AREA STABIUZATION 1.17131 ° WITH PERMANENT SEEDING .� i z , / :�à?9 ` _ PIKE IN 15" PINE DSSTURBED AREA STABIUZAIION ps4 ° j/ -7_ _ 9.62 WITH SODDING� - ° rET:EV AVD 1988 I �/ '• •i S 79°54'22"E 49,95 0 CHECK DAM d—S+•klAplib ' co N CMF — —A p�� Q-.+_ t 11 4 REF STORM DRAINAGE OUTLET PROTECTION Q — — 150' '�•� o �v>,� ti Q� -,,,g, _ I x `1cQ I • O : Ix INLET SEDIMENT TRAP Sd2 LIMITS OF PIP T 4 xI I DISTURBANCE § x All 7 x SEDIMENT TRAP Sd3 U o I <'� x GEOTEXTILE ti.o" I > d' w x z LIMITS OF — w - z I 20' BSL I DISTURBANCE C T ED uz 46310 I I I EE d g L- E- ROCK E �w I < I E- Ix RE 0 d I x 0 I r 0� x LEVEL SPREADER j D ( 0 w 2 RETROf1T I N x Ix DUST CONTROL I i I ° z _ I I § I Du Q Q ___-x----x--- � LOT 3 < EAVE ENCR ACHES 0.7 —1 d xx I cfl x J I _�,`O LOT 5 'Q 00 o' m �� x Erosion and Sediment Control Phasing I I I x 1 w CO " _ 1x Initial Phase (Phase I -, 0� w °° b X 1. This phase shall include Silt fencing and construction 0 1 S x x co exits and sediment and detention ponds to be installed prior to any CO z land disturbing x I �, activities to prevent sediment from leaving the site. I W �� � z x+�, < +co. . , x Intermediate Phase (Phase Il) . " �, 3 z x � �G4 Q 1 o i o A x 1. This phase shall include construction of any outlet structures, s › 1 , retrofits, check dams, inlets 1 X < protection and temporary grossing. I I w 1 o " I - 41 I Final Phase (Phase Ill) - Ds2 _ ,_ -. -6 IDs2I i I , < i 1- 1. This phase shall include outfall protection, any revised _ r inlet protection and any other permanent devices. w 10 BSL X Q I 6 x I I 6 °Q\� I I SPECIAL SOIL EROSION PREVENTION NOTES : l A A A A - Tr 1 I + ��� LCD EAR CROAC 1.0' Q x 4' ��4 I 1. The state of Georgia requires that the initial soil erosion prevention i 1 o � X x measures shall be Inspected by the designer within 7 days after installation. i < w 3 5/8" RBF O o\ 4 l N 79°48'58'' 50.17' X5/8" RBF 2. It is the responsibility of the contractor to notify the soil erosion U Q o prevention plan designer within 7 days after the initial soil erosion measures are in w 0 x U SD 1 -A place for inspection. >i 0 0 A W U I 3. Soil erosion prevention plans shall be kept current and on site or readily accessible d w 0 ,(3 z LOT 13 at all times during the duration of the project until after final stabilization has [~ a z o � & w Q occurred. z z 2 4. Primary permittee must provide a copy of the soil erosion prevention plans to each N w E— w o i secondary permittee. w — w IL o SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II ir — } z I = I 0' 5. Contractor is to keep a record of his inspections of the soil erosion control {— < 1 measures to include at least the following: w 0 a. date and scope of the inspection Z 0 i b. name of person performing inspection O c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times J during the duration of the project until after final stabilization has occurred. a il U 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. CONTACT A MINIMUM OF 72 FOURS 8. Waste materials shall not be discharged to state waters except as PRIOR TO DIGGING BMP REMOVAL NOTE : authorized by a section 404 permit. poi-IN,„ 1. RETROFITS, PERIMETER SILT FENCE T...._ p AND CONSTRUCTION EXIT TO BE LEFT IN PLACE 9• These ES dc PC plans are in compliance with waste disposal, sanitary � UNTIL FINAL STABILIZATION sewer and septic tank regulations. ((��.; HAS OCCURED. c 10. Great care shall be taken to prevent oil spills and leaks. In the event g`REFURE � that a spill shall occur, stop the spill source immediately and implement UTILITIES PROTECTION CENTER BMP's and clean—up for the spill. 1-800-282-74 I I 0 I S , WETLANDS NOTE 1 rIckiQ '\ L''No. 28372 ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF * PROFEZIOWL * ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL 1-4-- t2- RESOURCES LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II ,(.. F'vc -� PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION A WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. NO. 2109 ISSUED 11-5-05 s. SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICA77ONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = 10' c..... , REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED I TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 I0' 20' 25' 4 OF 6 SHEETS SOIL EROSION LEGEND • TEMPORARY SEDIMENT BARRIER Sd 1—A ' i 1 i TEMPORARY HAY BALES Sd 1—Hb LAUREL AVENUE 60' R/W CONSTRUCTION °� CO I i , i � SDI A MULCHING Del . Co EXTG SLOPE ti<0 DISTURBED AREA STABILIZATION 0� / 0.3% EDGE OF PAV G 10. WITH TEMPORARY SEEDING �Z \ , — r';'=p j'� 14D— LCD A LOo n ;OcQ W��NE�M�IN�G�" °>�CO I ��O _ ` SPIKE IN 15" PINE DISTURBED AREA STABILIZATION ° IDs4 '61/24)11, -7- ` ` ELEV 9.62 ' WITH SODDING X84 / � � NAVD 1988 i 1 ;� •. S 79°54'22"E 49,95 0 CHECK DAM d—S •� 1 4`° 2 ( - - - - CMF W �� — —oQ� ,-+ -, 1� �/ "i RBF STORM DRAINAGE OUTLET PROTECTION `.150 O o °� , x II - IDS 41 . I :•�. = - - 43-1 lx INLET SEDIMENT TRAP Sd2 T � u l LIMITS OF LOT 4 SEDIMENT TRAP Sd3 T DISTURBANCE x� 7 x ° z LIMITS OF z ROOF OVERHANG 1:.11;(14 � } � _ I gl 20' BSL Irg I DISTURBANCE CHANNEL T Llz�►noN «�t Lti d N ± w < I x ROCK RIP-RAP v ) Gl C� O) p I I • // /// I x CONCRETE D 0 J � , / ice.. co/ // ..n i x LEVEL SPREADER m I 11 i', // //// II I I RETROFIT �� C 1 Z Q N Cn I I / ./ 11.// / / ;I I DUST CONTROL Du n Y- d Q LOT 3 x x < �i /// //2111y/xAv ij m r.'i HES 0. " " ,_I Q _i x I.; /// ////// i.� _n• cn LOT 5 ._I co DI / / // /// // 1 x o Erosion and Sediment Control Phasing 1 I 1 I < ///7/////////-// // X I. Initial Phase (Phase I.. .9-7)' xi o / ////// ii X o x ////// // /// 1. This phase shall include Silt fencing and construction 0 z < Ili:) / /// // /// ► x • exits and sediment .and detention ponds to be installed prior to any LB x .//////////1/ land disturbing/ / / � activities to prevent sediment from leaving the site. o W I : ////// /// 1 i c, x /, Fr U i x Intermediate Phase (Phase II) __; ; F < II ///1/1/>"//1/1/// ; �� tic° Qx / /1/. / /// � x 1. This phase shall include construction of any outlet structures, ` ' i v;• o x •/ // // /// retrofits, check dams, inlets - ° o O I < l � // ./ 1/11//// protection and temporary grossing. i . ! ' F it I - �: ///// ////// I Final Phase (Phase Ill) Ds4 X // /// // �1 _ - JDs .' < /�/ ////// // 1. This phase shall include outfall protection, any revised I /// �/ /// / inlet protection and any other permanent devices. W 5 piN Ii �. x + CO / — .o����lrafairaiLO�r���a���Y�e�akaw ram�a��w�raw_∎w•�-�r.� Q 6 ( ROOF OVFRf TANG 6 ,q� I SPECIAL SOIL EROSION PREVENTION NOTES : = • x I �' A —� A A q xIx x v ��� lam-OD EA ,^ CROAC'l S 1.0' I 1. The state of Georgia requires that the Q �' �� I x g q t o t o initial soil erosion prevention W < I o #��' measures shall be inspected by the designer within 7 days after installation. a - - a - -tip- - - - - • .HWQ 5/8" RBF o N 79°48'58"' 50.17' 5/a" RBF 2. It is the responsibility of the contractor to notify the soil erosion U D -0 1 prevention plan designer within 7 days after the initial soil erosion measures are in x w C x 1-- SD 1 -A place for inspection. j > 0 O W 3. Soil erosion prevention plans shall be kept current and on site or readily accessible Q W a 2 0 H LOT 13 at all times during the duration of the project until after final stabilization has I^ x Z 0 < z occurred. w D `` CC z 2 Ua 2_ 4. Primary permittee must provide a copy of the soil erosion prevention plans to each o N W }- hi o SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III secondary permittee. ILI - w o CO I" = 10' 5. Contractor is to keep a record of his inspections of the soil erosion control '-'1 < measures to include at least the following: W z a. date and scope of the inspection Z O b. name of person performing inspection U) . C. major observations (including noncompliance incidents) c 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 d w 6. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are to be as per the NPOES general permit. 7. Silt fencing is to remain in place until final stabiliazation. . 1 G;;NTA•G i A MINMUM OF 72 HOURS 8. Waste materials shall not be discharged to state waters except as PRIOR TO DiGGI,!G BMP REMOVAL NOTE : authorized by a section 404 permit. vaorECro c S�F,S \ rr 1. RETROFITS, PERIMETER SILT FENCE a These ES & PC plans are in compliance with waste disposal, sanitary A\ AND CONSTRUCTION EXIT TO BE LEFT IN PLACE sewer and se p tic tank regulations. /UNTIL FINAL STABILIZATION HAS OCCURED. �( 10. Great care shall be taken to prevent oil spills and leaks. In the event krORE v that a spill shall occur, stop the spill source immediately and implement UTILITIES PROTECTION CENTER BMP's and clean-up for the spill. 1-800-282-74 I AoRG/,� �c,kSTfR WETLANDS NOTE: dry ' Fo ( u No. 22372 * PROFESSIONAL 7 ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF M ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL 1-73i- 17-- RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO LEVEL II �. FNGI � PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS CERTIFICATION A � WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. i NO. 2104 ISSUED 11-5-05 SPECIAL CONSTRUCTION NOTE: EXPIRES 11-5-14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY ;x BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 5 IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: I" = 10' f REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED x TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK OR CONFLICT. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY O I O' 20' 25' 5 OF 6 SHEETS g - I SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1. NARRATIVE: THE EXISTING SITE IS VACANT AND THE GROUND IS GENERALLY FIAT WITH SLOPES 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. BETWEEN 0 PERCENT AND 6 PERCENT WITH FEW TREES. THE PROPOSED PROJECT WILL BE THE COASTAL PLAIN VEGETATIVE COVERS CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.32 ACRES 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND ESTIMATED DISTURBED AREA TO BE 0.16 ACRES. WITH THE ES UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS C WITH SAME. ANY DAMAGE TO EXISTING U11U11ES SHALL BE REPAIRED MONTH OF TEMPORARY GRASS MONTH OF I j 2. DEVELOPER / CONTRACTOR :11M RAMAKER AT THE EXPENSE OF THE CONTRACTOR. PLANTING RATE PLANTING PERMANENT GRASS RATE ; 275 PROMAN LANE I I FLEMING, GEORGIA 31309 3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac I MARCH PEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) "MANUAL FOR EROSION AND SEDIMENTATION CONTROL. IN GEORGIA. ( ) I I 4 I ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 3. 24 HOUR CONTACT : 11M RAMAKER AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE I I ' I 912-321-7645 CENTIPEDE SOD OR 10 Lbs. Ac BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA MARCH- / 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. I ' EROSION CONTROL IN GEORGIA. JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac ' } 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST OR z i ' I 5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXITS SHALL BE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED AUGUST , CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBUC HIGHWAY. . CENTIPEDE SOD I ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 10 Lbs./Ac > I 1 i CONSTRUCTION EXITS, ALL PERIMETER 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS SEPTEMBER- RYEGRASS 40 the"Ac SEPTEMBER- COMMON BERMUDA (UNHULLED) 10 Lbs./Ac • 6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CO TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMPORARY. FEBRUARY FEBRUARY INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. CENTIPEDE SOD 1/2 Bu./Ac { 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS / F GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS ��� PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR / :� I T I PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF c� FLOW 0 O CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. / o° �- NG EROSION DURING ANY v _ PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROWNG � ,, ��✓�� �' w PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL `� THE APPROPRIATE PERMITS HAVE BEEN ISSUED. /,S '•. 42. m 13 iX > N =8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION t 44, j I T I E < ' PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY ' ..i 0• •°" •• •. • 4 (f) 0 O CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER /� );� .4••• ,•�• O• 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM. •• •'�• f••-• t-� A BE REPORTED TO THE ENGINEER IMMEDIATELY I o; �• .� ; SIDE VIEW ��co < W w REASON, SHALL / •°•''••• • ' :,:....:::::...:::::: V to m 10. THE CONTRACTOR SHA LL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT i, �:•+ �; !.( !• E CO U 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR ••ooODo j!•••:�' • •••• ± �':; Cf z = ,AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. •••••8•"' v.SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE ;;�: •s.� • .��. !:4: ;'•JQ` ' : "' cp z O 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED FROM THE OWNER OR ENGINEER PRESENT. • • • •- r-• WITH SEDIMENT. 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE / �� ;.t;. :�•O,i.� _•.� .�.�;• FABRIC > J PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS �° �' •: • . '• . • :o • *: -4 d 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" N.A.A. IN "PRUNING •� .:-,=`; o•. FUNCTIONING EROSION CONTROL SYSTEM. STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF S" M M �..'':•.1.10t.,",�' '•° ~ , I T I • • • •:: ca -p TRENCH 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. G£OTEXTILE t1ER •:,••:• /:' ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. •.••-;••'i 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS N.s.A.R-2 (T.a"-3.5") 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "UMITS OF CONSTRUCTION". COARSE AGGREGATE GATE 0 PERMANENT GROUND COVER HAS BEEN ESTABUSHED. 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, NOTE: OVERLAP 18" AT FABRIC JOINTS 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEMPORARY CONSTRUCTION EXIT STABIUZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CO CONTROL GRASSING". N.T.S. s ; I 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA ° I IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT VIEW i o 17. VEGETATIVE METHODS: AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY 1 s A VEGETATIVE COVER SHALL BE ESTABUSHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. T . .. AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE TEMPORARY SILT FENCE DETAIL _ I GRADING o 1 I , o J i z COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. Sd A W I ° 0 WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE AREAS REQUIRING RE-ESTABUSHMENT OF GRASS. UME RATE: 1 TO 2 TONS PER ACRE 2012 FERTIUZER: 1500 POUNDS OF 6-12-12 PER ACRE JULY AUG SEPT OCT NOV DEC POST SIZE INSTALLATION OF SEDIMENT CONTROLS FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) 6 (MIN) C D E(MAX) F 18. MULCH: AND TREE PROTECTION BARRICADES I TYPE LENGTH MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT SITE GRADING A 4'-0" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-0" USE 36" D.O.T. w A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL Oak 1.5"X1.5" APPROVED FABRIC. KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS - - USE WOOD OR D w < FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH INSTALLATION N" �r LEVEL II Steel 1.31b./ft. min. STEEL POSTS. � U � rx - J MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED Inn/ iii CERTIFICATION IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. BUILDING iMMEDPLA N0. 2104 ~ � 0 w O � THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL NETTING OR la FASTENERS FOR WOOD POSTS W LIQUID MULCH BINDERS. PERMANENT GRASSING ISSUED 11-5-05 < o 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION PAVING N„ : , : EXPIRES 11-5-14 GAUGE CROWN LEGS STAPLES/POST Q - 0 d (� Z Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. W Q - " SERVICE AS BEING Cuc (Chiptey-Urban Complex). MNNTENANCE OF SEDIMENT CONTROL I 0 N W I-- W W 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" ACCORDING TO NUMBER 13051CO213F, MAP REVISED SEPTEMBER 26, 2008. REMOVAL OF SEDIMENT CONTROL GAUGE LENGTH BUTTON NAIL/POST - LU U~ O F.I.R.M. COMMUNITY PANEL I - HEADS � ,-.� z 21. THIS SITE IS IN ZONE "AE-12" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A I MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SITE DATA Nails 14 min. 1" 3/4" 4 min. W Z SPECIAL NOTES: ZONE "AE-12" TOTAL ACREAGE. 0.10 ACRES 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED ACRD.... 0.08 ACRES PREVENTEDED BY THE INSTALLATION OF EROSION AND S.C.S. SOIL SURVEY FROM WEB sass 3 I/8"THICK"ECOSTONE"PERMEABLE BRICK SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR PAVER OR APPROVED EQUAL TO TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. o HAVE BEVELED EDGES TO PREVENT ' -. COMPACTION OF FILTRATION MATERIAL o c, ->p 7y OR INSTALL FILTRATION MATERIAL °� ° �o I/4"TO I/2"BELOW THE TOP OF 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND ?. P THE PAVERS 4"(MIN)LIMEROCK OR GRAVEL CONTACT A MINIMUM �E 72 Nouns PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT 12"WIDE GEOTEXTILE ALONG Pie S a or o PERIMETER-TYPE AND INSTALLATION n ' WITH LAND DISTURBING ACTIVITIES. St F°�� o'\ SOLDIER COURSE AS A BORDER TO BE AS PER MANUF. SPECIFICATIONS SOLDIER COURSE AS A BORDER -#57 PREFERRED WITH#G8 BEING PRIOR TO DIGGING k co OR CONCRETE CURB SET 1/4" OR CONCRETE CURB SET 1/4" THE SMALLEST ACCEPTABLE SIZE ES pROTECT�Q g° No.8 AGGREGATE I.5"BEDDING AND FILTRATION ABOVE GRAVEL WITH CONTROL/ c BELOW PAVERS WITH CONTROL! ■3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL N sot•a•' EXPANSION JOINTS AT 15'O.C. (max) EXPANSION JOINTS AT 15'O.C. (max) °� "� Gulick OR ELEVATIONS AS PER PLAN OR OR ELEVATIONS AS PER PLAN I -- ' TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT v/■ St BORDER AS APPROVED I��� No.B AGGREGATE IN OPENINGS :go o °° PROVIDE FOR EFFECTIVE EROSION CONTROL, ;, '� , Q • °o- FOR FILTRATION -`` ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE So -moo A. 4" OF No.57 STONE �° �� IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. r"'°' y o fl __ __�TT • OPEN GRADED BASE COURSE -____"1,17-17_ I -7 - N�9 ��o �° o o III III I I ' :=-7'-'t17\--G"(min.)OF No.2 III UTILITIES PROTE CENTER 9 0 o STONE SUB-BASE -800-282-7/-1 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO SIT �o SPECIAL INSTALLATION NOTE INSPECT STORMWATER FACILITIES AT ALL TIMES. a o _NATURAL -NATURAL SUBGRADE SUBGRADE ALL INSTALLATION PROCEDURES AND Gt�,O R G/� MATERIALS SHALL BE AS PER THE GEOTEXTILE UNDER BASE COURSE F,G S T k- 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. TYB EE ISLAND PAVER MANUFACTURER INSTRUCTIONS GEOTEXTILE UNDER BASE COURSE- �F 0 o TYPE AND INSTALLATION TO BE AS PER 1 l∎Q, - Zo AND RECOMMENDATIONS. MANUF. SPECIFICATIONS NOTES: 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. �`' L FOR BASE IMATERIALS, SUBGRADE SOIL LAND BASE COMPACTION. * 1-- 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS �o GoF NOTES:CONSULT WITH MANUFACTURER IF SOIL IS EXTREMELY WEAK OR SATURATED. 2. PLASTIC,STEEL,ALUMINUM OR PRECAST CONCRETE, EDGING +4,pF�NG I NEB' THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 2. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING MAY BE USED IF APPROVED. '� /� E��'' VISITED ASPHALT OR CONCRETE DRIVEWAYS. Q 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, ` , y • 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT r4 8 SUBGRADE SOIL AND BASE COMPACTION. GRAVEL PA V I N DETAIL SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. ry h 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 DRAWING NUMBER NOT TO SCALE RECOMMENDED BY THE MANUFACTURER AND APPROVED BY THE CITY OF TYBEE ISLAND. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. SIDEWALK 1 DRIVEWAY C - 6 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE Vicinity Map �8 ry p,.. BRICK PAVER DETAIL DRIVE OPTION S A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE NOT TO SCALE DESIGN ENGINEER. 6 OF 6 SHEETS i - '. � . g7, - `3 k J'- J - LAUREL AVENUE 60' R/W i , EDGE OF PAVING i Ca- SPIKE IN 15" PINE ELEV 9.62 S 79°54'22"E 49.95' NAVD 1988 0 —— —— — Ht I..® ems Cam' 4 1 15/8" RBF 150' 0 \ tio x o 4, x x i 1 r4 . f w E-4 f j 20' BSL xw 14 if 1x N I D WI 0)c0 Ir 0 ' xx X X I xx LOT 3 x I EAVE ENCROIACHES 0. ' 4- .,z)EAVE 5 I { r 1 O W 01 o M x a - v rn 0 to 0.1 gil*v ° W O x 1 ° ° w 1 x� z x 14 `� 6� o 4 x 4 4 � a Q � LOT 4 K o x ST I " 1 ; I . , I 32.1 (0 ' 1 " 1 10' BSL ,c'' f' x l 4 og4 , 1 1 0 x 4 �F,4 EAVE ENCROACHES 1.0' 1 xx off. a4 5/8" RBF —�� o''' /8" RBF N 79°48'58"W 50.17' ACCORDING TO THE F.I.R.M. DATED LOT 13 PLAT OF LOT 4, BLOCK 10, GARDEN 9/26/08 THIS LOT IS WITHIN FLOOD TYBEE j /� ZONE AE, BFE 12. WARD� 1 YBEE IS 1 eH ND� CHAT HAM COUNTY,Y, GEORGIA EQUIPMENT: TOPCON AP-L1A RROR OF CLOSURE: 6c,ORG.4 LINEAR: 1/- oTER ANG: -"TANGLE FOR: TIM RAMAKER J. WHITLEY REYNOLDS ��' �'i, BALANCED BY: - LAND SURVEYOR +c4 PLAT: 1/65,700 NO. '-49 A 0 10 636 STEPHENSON AVENUE o� p f 1 i 10 0 10 20 30 SUITE C SAVANNAH, GEORGIA 31405 S� � SCALE: 1" = 10 _ s�1`N DATE: MAY 24, 2012 SURVEY TELEPHONE: 912-352-0464 . 4TDLEY g DATE: MAY 24, 2012 PLAT GRAPHIC SCALE - FEET FAX: 912-352-7787 FILF, NO. 12-41 H W MCKENZIE ST ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 12. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912 -352 -0464 FAX: 912 - 352 -7787 LAUREL AVENUE 60' R/W 49.95' SPIKE IN 15" PINE / ELEV 9.62 NAVD 1988 LOT 3 EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINEAR: 1/- ANG: -" /ANGLE BALANCED BY: - PLAT: 1/65,700 0 10 N 10 °09'31 "E SCALE: 1" = 10' DATE: MAY 24, 2012 SURVEY DATE: MAY 24, 2012 PLAT FILE NO. 12 -41 A WOOD FENCE ALONG LINE N 79 °48'58 "W 50.17' LOT 13 REVISED AUGUST 22, 2012 TO SHOW FORMS FOR CONSTRUCTION REVISED OCTOBER 16, 2012 TO SHOW HOUSE UNDER CONSTRUCTION REVISED MARCH 12, 2013 TO SHOW FINISHED HOUSE & DRIVEWAY PAVERS. 10 0 10 20 IIII IIII GRAPHIC SCALE - FEET 30 LOT 5 PLAT OF LOT 4, BLOCK 10, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1112 LAUREL AVENUE FOR: TIM RAMAKER MCKENZIE STREET ACCORDING TO THE F.I.R.M. DATED 9/26 /08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 12. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -0464 FAX: 912 -352 -7787 LAUREL AVENUE 60' R/W S 79 °54'22 "E 49.95' 1 SPIKE IN 15" PINE ELEV 9.62 NAVD 1988 LOT 3 EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINE 1/- AN ►. -"/ANGLE CED BY: - T: 1/65,700 0 10 Co ti co x In 0 ° 0 z x EAVE ENCROACHES 1.0' SCALE: 1" = 10' DATE: MAY 24, 2012 SURVEY DATE: MAY 24, 2012 PLAT FILE NO. 12 -41 A WOOD FENCE ALONG LINE N 79 °48'58 "W 50.17' LOT 13 REVISED AUGUST 22, 2012 TO SHOW FORMS FOR CONSTRUCTION REVISED OCTOBER 16, 2012 TO SHOW HOUSE UNDER CONSTRUCTION 10 0 10 20 GRAPHIC SCALE - FEET 30 LOT 5 pnom,SS Lvaz_- +2cA 6-- ,re-Q-- e-1,0- -,),,,--,s J-2cLi -,-,,(2--i-:‘,\J, 1 PLAT OF LOT 4, BLOCK 10, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: TIM RAMAKER MCKENZIE STREET ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 12. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352-0464 FAX: 912- 352 -7787 LAUREL AVENUE 60' R/W EDGE OF PAVING S 79 °54'22 "E 49.95' LOT 3 EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINEAR; 1/- AN -" /ANGLE ALANCED BY: - PLAT: 1/65,700 0 10 I I ! x N 1 x 10.2' IMOD 20' BSL V SPIKE IN 15" PINE pNELEV 9.62 AVD 1988 10 SCALE: 1" = 10' DATE: MAY 24, 2012 SURVEY DATE: MAY 24, 2012 PLAT ME NO. 12 -41 10.3' 14,7- FORMS FOR CONSTRUCTION 0I 0 LOT 4 EAVE ENCR •, CHES 0. FORMS FOR CONSTRUCTIO 10' BSL EAVE ENCROAC ! S 1.0' N 79 °48'58 "W 50.17' LOT 13 REVISED AUGUST 22, 2012 TO SHOW FORMS FOR CONSTRUCTION 10 0 10 20 GRAPHIC SCALE — FEET 30 LOT 5 0 L., el �urve� PLAT OF LOT 4, BLOCK 10, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: TIM RAMAKER