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HomeMy Public PortalAbout12-0033 Matlock_1of2CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/22/2012 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 #: 120033 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME CHARLES MATLOCK CONTACT ADDRESS 14315 BAKER ST CONTACT CITY STATE ZIP WESTMINISTER CA 92683 PROPERTY ADDRESS 108 EAGLES NEST LN APPROVED BY: avivivz) P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net INVOICE June 22, 2012 ; Invoice #21002304 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 108 Eagles Nest Lane 04- 0019 -02 -018 06- -12 0.5 hours Met w /GC, City and others to discuss alternative ground cover 06 -18 -12 0.5 hours Drainage site review and discussion w /GC & Engineer on missing swales at front 06 -21 -12 0.25 hours Drainage closeout (o- 22 -(2... „-. 1.25 hours @ $175 /hour = $218.75 Total Due This Invoice • QQz- 4-0 'ice (2 -0033 To 13- 2.002.5- BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 --6932 LAHBOS@BELLSOUTH.NET July 3, 2012 Diane Otto Planning and Zoning Depaituuent Tybee Island, Georgia Re: Cheryl Matlock Project Corner of Eagle's Nest Drive and Eagle's nest court Tybee Island, Georgia Dianne, 0 (.°1'3H7MMR AU Or. 2012 G BY: This letter is to address the concerns of Tybee's review engineer that the swales appear to be smaller and /or flatter than designed. The reason the swales appear this way is because the high points were graded to a lower elevation than intended which flattened the swale slopes. It is our opinion that the swales will function as designed and therefore will be in substantial compliance with the approved drainage plan. 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: Downer Davis [dkdbus @gmail.com] Sent: Friday, June 22, 2012 10:11 AM To: Mark Boswell Cc: Dianne Otto Subject: Re: compliance letter for Cheryl Matlock Project Attachments: 21002304.doc Mark and I discussed a little before 5pm on Wednesday that he would resend his certification letter to address the swales being of smaller capacity than shown on the approved plans. I accept Mark's statement that they are adequate. I simply want documentation in the Tybee files that the deviation from the approved permit drawings does not violate his design requirements and are adequate. Also, Diane, please ensure that the Owner acknowledges responsibility and probability of additional erosion /stabilization related work due to minor erosion still occurring. This email documents conditions we've all previously agreed on. Downer i CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING SERVICES DATE ISSUED: 06/22/2012 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 # NEW RESIDENTIAL BLDG - SF 108 EAGLES NEST LN CHARLES MATLOCK 14315 BAKER ST WESTMINISTER CA 92683 714 - 891 -6309 TOM W HARPER, BUILDER 5 SHEARWATER CT SAVANNAH GA 31411 3164 P $3,645.00 PROJECT VALUATION $350,000.00 ENGINEERING SERVICES TOTAL BALANCE DUE: PERMIT #: 120033 • -L.<?' $ 218.75 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 cQis Dianne Otto From: Dianne Otto Sent: Friday, June 22, 2012 1ptrAM (0! 3(p re. e---- To: 'Charles Matlock' 0. rA�° S LOr►^n��`� Subject: RE: Matlock prior to CO List 3 l o ft, 14or P er, Dear Ms. Matlock, The Certificate of Occupancy is ready for pickup. The final engineering fee is $218.75. Please note the owner's responsibility that is expressed in the comments below from Downer Davis which were received at 10:11 am today. Payment of the engineering fee and pickup of the C.O. will signify your acknowledgement of this requirement. Sincerely, Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Charles Matlock [mailto:buddyandcheryl @yahoo.com] Sent: Wednesday, June 20, 2012 11:20 AM To: Dianne Otto Subject: Re: Matlock prior to CO List Thank you, please let me know if you hear anything. Cheryl Sent from my iPhone On Jun 20, 2012, at 10:17 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Ms. Matlock, Downer Davis is out of town. He and I communicated yesterday by phone and emails about other projects. Midday yesterday I emailed him photographs of the site. I followed up with a text message to him around 6:15 last evening to ask if he had received the photos. I have not yet heard back from him. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Charles Matlock [mailto:buddyandcheryl @yahoo.com] Sent: Wednesday, June 20, 2012 7:44 AM To: Dianne Otto Subject: Re: Matlock prior to CO List Ms. Otto, do you know yet when the city engineer will be out to 108 Eagles Nest for inspection? Thanks very much. Cheryl Matlock 1 Sent from my iPhone On Jun 14, 2012, at 5:50 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: No, I have not received a drainage certification from Mr. Boswell. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Charles Matlock [mailto:buddyandcheryl @yahoo.com] Sent: Thursday, June 14, 2012 4:37 PM To: Dianne Otto Subject: Re: Matlock prior to CO List Ms. Otto, just wanted to check to see if you have heard from Mr. Boswell (our engineer). Thank you. Cheryl Matlock Sent from my iPhone On Jun 8, 2012, at 3:59 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: Yes, that worked fine. I have printed it and put it in the permit file here. Please post the signed copy in the attic along with the attached Compliance Certificate. That will complete the requirements for the spray foam insulation in the attic. Thank you! Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: CHERYL MATLOCK [ mailto:buddyandcheryl @yahoo.com] Sent: Friday, June 08, 2012 3:37 PM To: Dianne Otto Subject: RE: Matlock prior to CO List Please let me know if this works. Thanks, Cheryl - -- On Fri, 6/8/12, Dianne Otto <Dotto(uicitvoftvbee.orj> wrote: From: Dianne Otto <Dotto @cityoftybee.org> Subject: RE: Matlock prior to CO List To: "'CHERYL MATLOCK'" <buddyandcheryl @yahoo.com> Date: Friday, June 8, 2012, 12:28 PM The print /sign/scan/email method would be fine. Dropping it off at City Hall is also fine. There is a dr( and parking ticket payments to the left of the front door. Please put my name on it so the cashier will k me. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: CHERYL MATLOCK [ mailto:buddyandcheryl@yahoo.com] Sent: Friday, June 08, 2012 2:45 PM To: Dianne Otto Subject: RE: Matlock prior to CO List May I print this, sign it, scan it and email it back to you. Or do you need me to drop it off. IN this weekend. Do you have a mail slot there? Thanks, Cheryl - -- On Fri, 6/8/12, Dianne Otto <Dotto(icitvoftybee.org> wrote: From: Dianne Otto <Dotto @,cityoftybee.org> Subject: RE: Matlock prior to CO List To: "'Charles Matlock'" <buddyandcheryl @vahoo.com> Cc: "'Tom Harper ' <tomwharper @gmail.com> Date: Friday, June 8, 2012, 8:34 AM Ms. Matlock, The building official, Ray Hord, requested the attached signage be placed in the attic area at 108 Eagl is standard practice when spray foam insulation has been used. A signed copy of this will need to be r 3 along with the attached Georgia Residential Energy Code Compliance Certificate. A signed copy of the sign" is also needed for the file here at City Hall. Please let me know if you have any questions. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: Charles Matlock [ mailto:buddyandcheryl@yahoo.com] Sent: Friday, June 08, 2012 9:39 AM To: Dianne Otto Subject: Re: Matlock prior to CO List Thanks. Sent from my iPhone On Jun 8, 2012, at 8:22 AM, Dianne Otto <Dotto@cityoftybee.org> wrote: Yes Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: CHERYL MATLOCK [mailto:buddyandcheryl(2 iyahoo.com] Sent: Friday, June 08, 2012 7:19 AM To: Dianne Otto Subject: RE: Matlock prior to CO List Will we be able to make this payment over the phone with a credit card? Cheryl Matlock - -- On Thu, 6/7/12, Dianne Otto <Dotto a,cityoftpbee.ore> wrote: From: Dianne Otto <Dotto @cityoftybee.org> Subject: RE: Matlock prior to CO List To: "'CHERYL MATLOCK'" <buddyandcheryl @yahoo.com> Date: Thursday, June 7, 2012, 11:01 AM The C.O. will be issued the same day that all of the requirements have been met. Besides the r will be a final invoice for the services of the city's consulting engineer. Payment will be requi being released. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: CHERYL MATLOCK [ mailto -buddyandcherylAyahoo.com] Sent: Thursday, June 07, 2012 1:55 PM To: Dianne Otto Subject: RE: Matlock prior to CO List Ms. Otto, Once we have met all the requirements, how long does it take to get a Certificate of Occupancy? Thank you. Cheryl Matlock - -- On Thu, 6/7/12, Dianne Otto <Dottoa,cityoftvbee.orj > wrote: From: Dianne Otto <Dottona,cityoftvbee.org> Subject: RE: Matlock prior to CO List To: "'CHERYL MATLOCK "' <buddvandcheryl@a,yahoo.com> Cc: "'Tom Harper' <tomwharper@gmail.com> Date: Thursday, June 7, 2012, 5:30 AM Ms. Matlock, Whitley is correct. An Elevation Certificate for finished construction is required. Dianne K. Otto, CFM City of Tybee Island phone 912.472.5031 fax 912.786.9539 From: CHERYL MATLOCK [ mailto :buddyandcheryl@a,yahoo.com] Sent: Wednesday, June 06, 2012 8:21 PM To: Dianne Otto Subject: Matlock prior to CO List Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Monday, June 18, 2012 2:35 PM To: Dianne Otto Subject: Fwd: compliance letter for Cheryl Matlock Project Attachments: MATLOCK- COMP- 6- 18- 12.doc Diane, I the majority of the site will be fine. the only thing that wasn't ready before I left the island was the front swale. If you'd like to scan that sheet and send it to me, I can discuss it with you. Mark had a slight swale in the front to avoid targeting the property across the road to the west with increased runoff. From the front west side of the house back is fine. As for erosion issues, I believe Mark was going to have the owner leave in the pine straw bales at the rip -rap in the SE corner (by the side land and the rear ditch) to address any runoff issues. This is one of the more challenging (Piedmont like) lots on Tybee, if not the most. Call me if you get a minute on this. Downer Forwarded message From: Mark Boswell <lahbos @bellsouth.net> Date: Mon, Jun 18, 2012 at 2:01 PM Subject: compliance letter for Cheryl Matlock Project To: Dianne Otto <DottoAcityoftybee.org >, dkdbus @gmail.com, CHERYL MATLOCK <buddyandcheryl@yahoo.com> 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 -- 6932 LAHBOS@BELLSOUTH.NET June 18, 2012 Diane Otto Planning and Zoning Department Tybee Island, Georgia Re: Cheryl Matlock Project Corner of Eagle's Nest Drive and Eagle's nest court Tybee Island, Georgia Dianne, WNIUMER Aq JUN I - 2012 ) BY: At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization. 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 �1arl< ema:(ed- o fus- 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 ii■ sue, ELM: INTERNATIONAL CODE COUNCIL MEMBER Permit No. 1 2- v 0 3 3 Date Requested (4) " 12 -1 2. —�- Date Needed Gen. Contractor I o Clf Subcontractor Owner's Name „N\ a+ o 4-K Contact Information Project Address Scope of Work �L) jo (es 14eS Inspector . C)-C) Inspection i'" /\T\,A 0 `'b.J �� $J rJ Gn foGQr- 3e\-Cn VC1S,(3 `{-' • Date of Inspection Pass Ei Inspection o L)5 e- ;.s O d;v 2y'(t) r es- 8„aoh s .. ..�'b3ve L: , _ Fail El Fee Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee U.S. DEPARTMENT OF HOMELAND SECURITI 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 Cheryl Matlock Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 108 Eagles Nest Drive 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, Eagles Nest Subdivision A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deg 00.970 min Long. W 80 deq 51.018 min A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) n/a sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in d) Engineered flood openings? ❑ Yes ® No Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage 786 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes El 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 13051CO213F F Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 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)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with 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 Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.4 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 23.9 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) n /a. E feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 13.1 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12.9 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 12.7 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 12.9 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including n /a. ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments 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 Signatur n Avenue City Savannah, State GA ZIP Code 31405 Date 6/7/12 Telephone 912 - 352 -0464 FEMA For 81 -31, Mar 09 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. 108 Eagles Nest Drive For Insurance Company Use: Policy Number City Tybee IslandState GA ZIP Code 31328 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 C2.e) = NC pad Si. ature Date 6/7/12 ❑ Check here if attachments CTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) or 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 ❑ meters ❑ above or ❑ 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 ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ 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. 108 Eagles Nest Drive 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 June 7, 2012 Building Photographs Continuation Page Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 108 Eagles Nest Drive City Tybee Island State GA ZIP Code 31328 For Insurance Company Use: Policy Number 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 June 7, 2012 108 Eagles Nest Dr. Tybee Island, Georgia 31328 RECEIVED tv -? -r2. Due to unprotected foam insulation installed in attic, NO STORAGE is allowed in the unprotected area of the attic. Entry to attic is for service of equipment only. fa Cheryl. atlock, homeowner da e 108 Eagles Nest Dr. Tybee Island, Georgia 31328 Due to unprotected foam insulation installed in attic, NO STORAGE is allowed in the unprotected area of the attic. Entry to attic is for service of equipment only. Cheryl Matlock, homeowner date Georgia Residential Energy Code Compliance Certificate* Address: 108 Ea.tek Newt rybee, Builder /Design Prof.: ro- vwffavper 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: Window U- factor: Skylight U- factor: NA Glazed Door U- factor: .32 1219 213 NA NA NA NA R13 Permit #: [ 2 -0o3 3 Phone: Sloped /vault ceiling: Above grade mass wall: Attic kneewall sheathing: Basement continuous: Crawlspace continuous: Floors over unconditioned space: Other insulation: Window SHGC: Skylight SHGC: NA Opaque Door U- factor: .37 ( <50% glazed) 219 NA NA NA NA 213 NA • Building Envelope Tightness (BET): BET test conducted by: Jonathawgoodiv tC M, Phone: 721 -2001 Fan Flow at 50 Pascals= 951 CFM50 Total Conditioned Volume = 24714 ft3 ACH50 = CFM50 x 60 / Volume= 2.31 ACH50 (must be less than 7 ACH50 ) 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: N,a Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: ❑ Gas V Electric ❑ Other Number of Heating and Cooling Systems: 1. Heating System Type: ❑ Gas: AFUE V Air - Source Heat Pump: HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): 1fe - tPwwyp Cooling System Efficiency: v3 ita V SEER ❑ EER ❑ Other Heating /Cooling Load Calculations Performed by: S'I'm'ayvd' Phone: 233 6764 Total Heating Load (Based on ACCA Man. J or other approved methodology): 40531 Btu /h Total Cooling Load (Based on ACCA Man. J or other approved methodology): 34941 Btu /h Cooling Sensible Load: 26579 Btu /h Cooling Latent Load : 8362 Btu /h Total Air Handler CFM (based on design calculations): 1120 CFM Duct Tightness Test Conducted by: NA Phone: CFM25 per 100 ft2 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 5 8 %, the post construction total duct leakage (PCT) is 5 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. REScheck Software Version 4.4.2 Compliance Certificate ' 26- I I � RECEIVED Project Title: Matlock Cottage Energy Code: Location: Construction Type: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 8 Eagle's Nest Tybee Island, GA 31328 2006 IECC Savannah, Georgia Single Family 3164 ft2 19% 1847 2 Owner /Agent: Charles and Cheryl Matlock 8 Eagle's Nest Tybee Island, GA 31328 562 - 253 -1462 Designer /Contractor: Mark Cadman Cadman Designs P.O. Box 30443 Savannah, GA 31410 912- 349 -1600 mdcadman@cadman-cietigns.net Compliance: Passes on UA trade -off Compliance: 41.3% Better Than Code Maximum UA: 1053 Your UA: 6 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -o It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. 8 rules Maximum SHGC: 0.40 Your SHGC: 0.35 Assembly Gross Cavity Cont. Glazing UA Area or R -Value R -Value or Door Perimeter U- Factor Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E SHGC: 0.40 Door 2: Glass SHGC: 0.31 Wall 2: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Low -E SHGC: 0.40 Door 3: Glass SHGC: 0.31 Floor 1: Slab -On- Grade :Heated Insulation depth: 0.0' Heat Pump 1: Air Source 7.7 HSPF, 13 SEER Heat Pump 2: Air Source 7.7 HSPF, 13 SEER 1250 1732 105 207 1998 184 216 219 30.0 19.0 3.0 3.0 19.0 3.0 0.0 0.250 0.300 0.250 0.300 40 71 26 62 80 46 65 228 ed building design described here is consistent with the building plans, specifications, and other it application. The proposed building has been designed to meet the 2006 IECC requirements in ply with the mandatory requirements listed in the REScheck Inspection Checklist. 01Mb eR�� Signature w� 1- fir ?1' Date Project Title: Matlock Cottage Report date: 12/06/11 Data filename: C: \Documents and Settings\XL7g9fhM2y11 W3.CADMIN- PMQF030L \My Documents\REScheck\matlock-cottage.rck Page 1 of 1 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912-786.9539 Permit No. V2. - 3 3 33 Date Requested Owner's Name IVI a 0 ck Date Needed (0 - 5-- Gen. Contractor tor" W. Parf e.37 ELI F. Subcontractor Contact Information ---I c) rb,--% 14 CST cr Li 3 j ---, Project Address 1 0 .0._les- W e s Scope of Work r\fi...04.) S1 -140o Inspector Date of Inspe ion / C ictr 01 c Inspection re 1 AT 4+ A f' QIP Pass, Fail Inspection Fee piur1,15 - Pass Fail Fee j__4zNs Inspection I ^1:).$-) 4* 1-71 3a1 4(16, — Pass Fail 0 Fee 4 R:o1Z. 'yk)KAiS ---"C.-067-Y5ewl '\T' QL) 7itH Asp-E4 Inspection rir\A-{ GE47.7-1- , 451aidt. Pass Fail 0 Fee City of T _le Island • Community Develop■ it Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 gawk small INTERNATIONAL CODE COUNCIL' MEMBER Permit No. \ -0 033 Date Requested 5-30-12 Owner's Name / ' 641 0 -1 Date Needed Gen. Contractor L Orr W , t1 eJ; Piar Subcontractor Contact Information I ®m 14 c r p Qr to 31-14-00 Project Address e`Y Scope of Work \V e 6 Inspector %1 1 Inspection Q: nal eI e c. Date of Inspection (C(o.rk 1ec' 11�! Pass ❑ Fail ) "t)1.4)0 L J C am + I te a . ' 1 1 ) ( (a--) J 4 }i 1... Inspection Fee 3I_'' j r tt4A (W2C -r) (� Y d s - Fail Fee 1 ( } Inspection -2: r\a\ I p m g C ; i' '-; 11 I ) Inspection Ci n / 2() Pass ❑ Fail ❑ Fee Pass Fail D Fee }' eamo City cm _ ,bee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Permit No. /2 Owner's Name "))4114.)1; /! Gen.. Contractor Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed Subcontractor � f ;77.2444-1 _ /4-•• maul INTERNATIONAL CODE COUNCIL MEMBER Date of Inspection Inspection Inspection Inspection Pass Fee Pass Fail E J Fee Pass EJ Fail ❑ Fee Pass ❑ Fail ❑ Fee TX Result Report P 1 04/12/2012 08:49 Serial N0. CM35228060004 TC: 328367 Destination Start Time Time Prints Result Note 18888514411 18888514411 04 -12 08:44 04 -12 08:47 00:00:46 00:00:59 000 /001 001/001 Cont OK Note MR: Timer TX. POL: Polling. ORG: Original Size Setting. FME: Frame Erase TX. MIX: Mixed Original TX. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC: PC -Fax. BND: Double -Sided Binding Direction. SP: Special original. FCODE: F -code. RTX: Re -TX, RLY: Relay MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- 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. MAi-1 oNE J -884 - 74g- loS�L3�j ��, 'P rc SS ti ex-1-. 3 2 F5- is //_ 32.8Stes -.!1 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR .. FAX TO: l D----- 9-1,/:=9.9:4537 Piro ,Qeorg :a 'Pe a.✓er / le- .2loySaa 9 /Z�O73 VAC r 1 - •0Bg -S5-i - 4`f 11 Location Address_ �lj �� Al2ff,5/ Lot At Release Date: Type of Release: Temporary ✓ pez- manent Subd Name: Electrician: Owner-Builder: i -i.- e - Electrician Phone Number: a¢��-2 Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Electrician Phone Number: ■wnerBuilder: Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: OwaerBuilder: Electrician Phone Number: Phone Number: FP aa iE I -gV' - 748 -(0843 press I; ex4. 32 P5'Sor 32.8510 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO:rei 9-37 Pho Fieorq; 'Po u+e r / 3-ent 9 /2 -a0,3 FM( I- M- Ss1 -4 ll s Location Address: � �' /1)&572 Lot # Release Date: Type of Release: Electrician: Temporary ✓Permanent Subd Name: Owner/Builder: O Electrician Phone Number: Ai,/1/3/3-25 Phone Number: e,(3/- -141017 Location Address: Type of Release: Electrician: Lot # Release Date: Temporary Permanent Subd Name: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Electrician: Owner/Builder: Permanent Subd Name: Electrician Phone Number: Phone Number: Permit No. 3i.ida City of . ,bee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 r2 -033 as" CITEEN.TICNA'_ CODE COUNCIL MEMBER Date Requested � - I - 1 2- Owner's Name Ao 41 0 ..H Date Needed Gen. Contractor') M k-t Cr per Subcontractor 01 0J G/ec. Contact Information O h e H 313- 2 Li (2 L4 Project Address ! 3?' L-_- DI le S Ve .S 't" Scope of Work P Inspector 7!'I Date of Inspection cf !" / "-- o.lt. • Inspection 4e m D. D W r. P E Pass 0 Fail X F�) ') / 41/:), / Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Mar. 13. 2012 5:43AM T H, GUERRY LUMBER COMPANY No. 7130 P. 1 T.H. GUERRY LUMBER COMPANY 123 WEST 44TH STREET P.Q. BOX 23859 SAVANNAH, GEORGIA 31403 FACSIMILE TRANSMITTAL )ATE: J/1 �t 2 TRANSMITTED: 'LV6, 't�15�?t �CioN.S ATTENTION: NUM B ER OF PAGES: — _..L..- BY: _L1i4 OUR PHONE NUM IW R: (912) 232 -3128 OUR FAX NUMBER: (912) 232 -1476 t 01\A - 3ut 1LoeIN F...9900-1 lc? 6t...,A 1\A kALL.5 78(0 9 Mar. 13. 2012 5:43AM T H GUERRY LUMBER COMPANY No. 7130 P. 2 March 12, 2012 T H Guerry Lumber Savannah Ga. 31405 Re: P 0 # 201402 (Matlock Job) SHGC Values for Stormpoint Product The above referenced job was supplied with vinyl clad casement operating windows and vinyl clad casement transom windows. The glass in these windows was supplied with Lincoln's Stormpoint impact resistant glazing that included grills in the air space. It is my understanding that a problem has come up concerning the Energy Star values, or the lack thereof. Specifically the Solar Heat Gain Coefficient value. Lincoln has not simulated the Stormpoint glazing package using a grill in the air space as a product option. We have however, simulated this product using 7/8" and 1 -1/8" wide simulated divided Tight grids. Within the simulation program the internal grids and the 5 D L bars were handled in a similar manner. The SGHC value of windows using internal grids is lower when compared to the same product with no grid. To illustrate this I will present some similar product values. Vinyl clad operating casement window U value SHGC VT Insulated glass w Low E and Argon .30 .28 .48 Insulated glass w Low E / Argon / internal grill .30 .26 .44 Insulated glass w Low E / Argon / 7/8 SDL .30 .26 .44 Insulated glass w Low E / Argon / 1 -1/8 SDL .30 .23 .39 Aluminum clad operating casement window Insulated glass w Low E / Argon .30 .28 .48 Insulated glass w Low E / Argon / internal grill .34 .26 .44 Insulated glass w Low E / Argon / 7/8 SDL .34 .26 .44 Insulated glass w Low W / Argon / 1 -1/8 SDL .34 .24 .39 Vinyl clad operating casement STORMPOINT AL Insulated glass w Low E / Argon .28 .28 .46 ( Insulated glass w Low E / Argon / 7/8 SDL .28 .28 .46 Mar. 13. 2012 5:43AM T H GUERRY LUMBER COMPANY No. 7130 P. 3 Insulated glass w Low E / Argon / 1 -1/8 SDI. .28 .28 .46 The vinyl dad casement with the Stormpoint impact resistant glazing was last certified and simulated in 2009. Since that time NFRC has adjusted the method which governs how grills are classified during the simulation process. The results of this process change can be seen by reviewing the SHGC values for the products listed above that are not impact resistant. The SHGC values for the vinyl clad and aluminum clad products show that the SHGC value drops when internal grills or S D L bars are included in the insulated glass construction. It would be reasonable to expect a similar result for the Stormpoint insulated glass assembly with a grill in the air space. The grill in the air space of a Stormpoint 1G will probably increase the U value by about .01 to .02 due to the conductivity of the assembly. If you have question regarding the information that I have included in this letter, please feel free to contact me at one of the options that are listed below. Respectfully; David Beck Product Development Manager Lincoln Windows / Timeline Vinyl 715 536 2461 dabeckPlincolnwindows.com Mar, 13. 2012 5:43AM T H GUERRY LUMBER COMPANY No. 7130 P. 4 Architectural Testing TEST REPORT Report No.: A7225,01- 602 -47 Rendered to: LINCOLN WOOD PRODUCTS, INCORPORATED Merrill, Wisconsin PRODUCT TYPE: Combination Assembly Consisting of Two Aluminum Clad Casement Windows Mulled Together SERIES /MODEL: 28 x 72 Clad Casement SPECIFICATIONS: AAMA /W1)MA /CSA 101/I.S.2/A440 -08, NAFS - North American Fenestration Standard /Specification for Windows, Doors, and Skylights AAMA /WDMA /CSA 101/I.S.2/A440 -05, Standard /Specification for Windows, Doors, and Unit Skylights. AAMA 450 -06, Voluntary Performance Rating Method fir Mulled Fenestration Assemblies. Title Summa of Results AAMA/WDMA /CSA 101/ILS.2/A440 -08 _ Class LC -PG50 Size tested: 1676 x 1956* (66 x 77 *)_ -C AAMA /WDMA /CSA 101 /I.S,2/A440 -05 C-LC50 1676 x 1956* (66 x 77 *) AAMA 450 Complies with Option 441 (C -LC50 rating) Desi:n Pressure ±2400 Pa ( ±50.00 psf) Air Infiltration <0.5 L /s /m2 ( <0.01. cfm /ft2) Water Penetration Resistance Test Pressure 360 Pa (7.S0 psf) Test Completion Date: 01/21/2011 Reference must be made to Report No. A7225.01- 602 -47, dated 02/02/11 for complete test specimen description and detailed test results. Testing conducted on an individual 37 x 77 window of similar construction. Sec Architectural Testing, Inc. Report No. 91218.01-602-47-R1 for test results. Reference Architectural Testing, Inc. Report No, 70839.01- 602 -47, dated 04/1.7/07 for complete Gateway test specimen description and test results. Mar. 13. 2012 5:44AM T H GUERRY LUMBER COMPANY No. 7130 P. 5 Test Report No,: A7225,01- 602 -47 "alk Report Date: 02 /02/11 Test Record Retention End Date: 01/21/15 Arthftactvi:ral restihi . Pagel of 7 1.0 Report Issued To Lincoln Wood Products, Inc. P.O. Box 375/1400 West Taylor Street Merrill, Wisconsin 54452 2.0 Test Laboratory: Architectural Testing, Inc. 5906 Saxon Avenue Schofield, Wisconsin 54476 715- 241 -8624 3.0 Project Summary: 3.1 Product Type: Combination Assembly Consisting of Two Aluminum Clad Casement Windows Mulled Together 3.2 Series /Model: 28 x 72 Clad Casement Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). The specimen tested successfully met the performance requirements for a Class LC -PG50 Size tested: 1676 x 1956* (66 x 77 *) -C and C -LC50 1676 x 1956* (66 x 77 *) rating. Testing conducted 011 an individual 37 x 77 window of similar construction. Sec Architectural Testing, Inc. Report 91218.01- 602 -47 -RI for test results. Reference Architectural Testing, Inc. Report No. 70839.01 - 602 -47, dated 04/17/07 for complete Gateway test specimen description and test results. General Note: An asterisk ( *) next to the size designation indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. 3.3 Test Date: 01/21/2011 3.4 Test Location: Lincoln Wood Products, Inc. test facility in Merrill, Wisconsin. Calibration of test equipment was performed by Architectural Testing in accordance with AAMA 205 -01 "In -Plant Testing Guidelines for Manufacturers and Independent Laboratories ". 3.5 Test Sample Source: The test specimen was provided by the client. Representative samples of the test specimen(s) will be retained by Architectural Testing for a minimum of four years from the test completion date. 3.6 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen(s) reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix B. Any deviations are documented herein or on the drawings. www.archtest.com Mar. 13. 2012 5:44AM T H GUERRY LUMBER COMPANY No. 7130 P. 6 Test Report No.; A7225.01- 60247 Report Date! 02 /02/11 Test Record Retention End Date: 01/21/15 Archltscturai,Tessttng Page 2 of 7 3.0 Project Summary: (Continued) 3.7 List of Official Observers: Name company Audrey S. Matis Architectural Testing, Inc. 4.0 Test Specification(s): AAMA /WDMA /CSA 101/I.S.2/A440 -08, NAFS - North American Fenestration Standard /Specification for Windows, Doors, and Skylights AAMA /WDMA /CSA 101/I.S.2/A440 -05, Standard /Specification for Windows, Doors, and Unit Skylights. The sample tested successfully met the performance requirements for: AAMA 450 -06, Voluntary Performance Rating method for Mulled Fenestration Assemblies. 5.0 Test Specimen Description: 5.1 Product Sizes: Overall Area: 3.3 m2 (35.3 ft2) Width Height millimeters inches millimeters inches Combination Overall Size 1676 66 1956 77 Individual Casement Size 838 33 1956 77 Interior Sash 787 31 1905 75 5.2 Frame Construction: Frame Member Material Description Head and side jambs and sill Pine Moulded Head and side jambs and sill Extruded aluminum The cladding was snap -fit to the wood frame members Mullion Pine extruded aluminum Frame was mulled together with 1/2" x 1" corrugated fasteners 10" on center. The sill employed one #8 x 3" screw 2" from each side of the mullion through the sill to the wood surround. An aluminum mull plate was employed at the head and sill an secured with sixteen 3/8" crown by 7/16" long staples. The exterior aluminum mull cap that was snap -fit and silicone sealed, www.archtest.com Mar. 13, 2012 5:44AM T H GUERRY LUMBER COMPANY No. 7130 P. 7 rov Architectural _Testing: 5.0 Test Specimen Description: (Continued) 5.2 Frame Construction: (Continued) Test Report Nu.: A7225.01- 602 -47 Report Date: 02 /02/11 Test Record Retention End Date: 01/21/15 Page 3 of 7 Corners Joinery Type Detail Head and sill Rabbet joint The corners were secured with three 1/2" crown by 2" long staples and one 1/2" crown by 1 -1/2" long staples per corner. Head and sill Mitered butt joint The aluminum clad corners were mitered, gasket applied, keyed and crimped. 5.3 Sash Construction: Sash Member Species /Materials/ Alloy Pine Other Top and bottom rails and stiles Moulded Top and bottom rails and stiles Extruded aluminum The cladding was snap -fit to the wood sash members and secured through the glazing pocket with 3/4" wire brads spaced approximately 9" on center, All corners Joinery Type Detail Wood members Mortise and tenon Mitered butt joint The corners were silicone sealed and secured with two 1 -1/2" wire brads, Aluminum clad members 5.4 Weatherstripping: Description Quantity 1 Row Location Frame perimeter 0.312" diameter foam filled bulb Vinyl strip with 0.482" fin 1 Row Sash stiles Vinyl strip with 0.482" fin and 0.412" wide by 0.345" high hollow bulb 1 Row Sash top rail www.archtest.com Mar, 13, 2012 5:45AM T H GUERRY LUMBER COMPANY No. 7130 P. 8 Archttectura► 7'asttng 5.0 Test Specimen Description: (Continued) 5.5 Glazing: Test Report No.: A7225.01- 602 -47 Report Date: 02/02/11 Test Record Retention End Date: 01/21/15 Page 1 of 7 Glass Type Spacer Type Interior Lite Exterior Lite Glazing Method millimeters Sash 2 696 x 1797 The glass was set from the interior 22.2 mm U- shaped spacer 3.9 mm 3.9 mm against a continuous bed of silicone sealant. Wood glazing (7/8 ") 1G (5/32„ ) (5/32") bead were employed at the system annealed annealed interior and secured with 1" wire brads spaced 6" on center. Location Quantity Daylight Opening inches Glass Bite millimeters Sash 2 696 x 1797 27 x 70 -3/4 1/2" 5.6 Drainage: No drainage was utilized. 5.7 Hardware: Description Quantity 1 Location Frame sill 6" from hinge jamb Dual arm operator with track Three point lock system 1 Locking jamb at 10 ", 32" and 62" from the sill Lock keepers 3 Adjacent to locks 14" metal hinge with track 2 Frame head and sill /rail at hinge side 6" metal snubber S Hinge jamb /stile at 13 ", 39" and 62 -1/2" from the sill 5.8 Reinforcement: No reinforcement was utilized. 6.0 Installation: The specimen was installed into a Spruce- Pine -Fir wood buck. The rough opening allowed for a 1/4" shim space. The exterior perimeter of the window was sealed with sealant. www.archtest.com Mar. 13. 2012 5:45AM T H GUERRY LUMBER COMPANY No. 7130 P. 9 Architectural .Testing 6.0 Installation: (Continued) Test Report No.: A7225.01- 602 -47 Report. Date: 02/02/11 Test Record Retention End Date: 01 /21/15 Page 5 of 7 Location Anchor Description Anchor Location Allowed Applied nailing flange with an Operating Force, per ASTM E 2068 integrated drip cap at the head. The sheathing and nail flange Frame head, jambs and sill Wood sheathing was applied over the exterior face of the nailing were secured to the wood surround with 2" galvanized <0.05 L /s /m2 ( <0.01 cfm /ft2) flange and sealed to the frame cladding. nails spaced 6" to 8" on center. 7.0 Test Results: The temperature during testing was 19 °C (67 °F). The results are tabulated as follows: Title of Test Results Allowed Note Operating Force, per ASTM E 2068 Initiate motion: 22 N (4.91bf) Maintain motion: 8 N (1.8 Ibf) Latches: 13 N (3 lhf) 70 N (15 lbf) max. 30 N (7 Ibf) max. 100 N (22.5 Ibf) max. 1 Air Leakage, Infiltration per ASTM E 283 at 75 Pa (1.6 psf) <0.05 L /s /m2 ( <0.01 cfm /ft2) 1.5 L /s /m2 (0.3 cfm /ft2) max. 1, 2 Water Penetration, per ASTM E 547 N/A NJA 4 Uniform Load Deflection, per ASTM E 330 N/A N/A NJA 4 4 Uniform Load Structural, per ASTM E 330 N/A Forced Entry Resistance, per ASTM F 588 _ Type: B - Grade: 10 Pass No entry 8 Sash Vertical Deflection 200 N (45 lbf) 4.8 mm (0.19 ") Pass 17.8 mm (0.70 ") max. No damage 8 8 Distributed Load 300 Pa (6.2_psf) Optional Performance Water Penetration, per ASTM E 547 at 360 Pa (7.50 psf) Pass No leakage 3 www.archtest.com Mar, 13. 2012 5:45AM T H GUERRY LUMBER COMPANY No, 7130 P. 10 Architec ural.Tosting 7.0 Test Results: (Continued) Test Report No.: A7225.01- 602 -47 Report Date: 02/02/11 Test Record Retention End Date: 01/21/15 Page 6 of 7 Title of Test Results Allowed Note Optional Performance (Continued) Uniform Load Deflection, per ASTM E 330 taken on the vertical mullion +2400 Pa ( +50.00 psf) 0.5 mm (0.02 ") -2400 Pa -50.00 s 0.3 mm 0.01" Re ort Only OR 5, 6, 7 Uniform Load Structural, per ASTM E 330 taken on the vertical mullion +3600 Pa ( +75.00 psf) 0.5 mm (0.02 ") 7.6 mm (0,30 ") max. -3600 Pa ( -75.00 psf) 1.3 mm (0.05 ") 7.6 mm (0.30 ") max. 6, 7 Note 1: Data was obtained from testing conducted on a 74 x 71. window of similar construction. (See Architectural Testing, Inc. Report 70839.01- 602 -47 for test results) Note 2: The tested specimen meets (or exceeds) the performance levels specified in AAMA /WDMA /CSA 101/LS.2/A440 for air leakage resistance. Note 3: Without insect screen. Note 4: The client opted to start at a pressure higher than the minimum required. Test results are reported under Optional Performance. Note 5: The deflections reported are not limited by AAMA /WDMA /CSA 101/LS2/A440 for this product designation. The deflection data is recorded in this report for special code compliance and information only. Note 6: Loads were held for 10 seconds. Note 7: Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. Note 8: Data was obtained from testing conducted on an individual 37 x 77 window of similar construction. (See Architectural Testing, inc. Report 91218.01 - 602 -47 -R1 for test results) www.archtest.com Mar. 13. 2012 5:46AM T H GUERRY LUMBER COMPANY No. 7130 P. 11 Test Report No.: A7225.01- 602 -47 Report Date: 02/02/11 Test Record Retention End Date: 01/21/15 ArchtteCtural Testing Page 7 of 7 The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. If test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimen(s) can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, Inc. Audrey S. Matis Senior Technician Asm /h1c Wanda L. Matis Director — Regional Operations Attachments (pages): This report is complete only when all attachments listed are included. Appendix -A: Alteration Addendum (1) Appendix -13: Drawings (30) This report produced from controlled document template ATI 00438, issued 12/28/10. www.archtest.com Mar, 13. 2012 5:46AM T H GUERRY LUMBER COMPANY No,7130 P. 12 Test Report No.: A7225.01.602 -47 Report Date: 02/02/11 Test Record Retention End Date: 01/21/15 Appendix A Alteration Addendum Note: No alterations were required. CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 03/12/12 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 NEW RESIDENTIAL BLDG - SF 108 EAGLES NEST LN CHARLES MATLOCK 14315 BAKER ST WESTMINISTER CA 92683 714 - 891 -6309 TOM W HARPER, BUILDER 5 SHEARWATER CT SAVANNAH GA 31411 3164 P $3,426.25 $350,000.00 ONE WATER METER (3/4 -INCH) PERMIT #: 120033 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org City of \. 403 Butler Phone _Jee Island • Community Develop ant Dept. Inspection Report Ave. • P.O. Box 2749 • Tybee Island, GA 31328 912.786.4573 ext. 114 • Fax 912.786.9539 / f Permit No. /Z vv 3 a Date Requested Z,Z7 / 7. i Owner's Name ! /\4!��'t .�.L. Date Needed 12 7/ Z rims INTEPNATIMA CODE COUNCIL MEMBER Gen. Contractor ( vt/i } Subcontractor Contact Information �� , L 1 G%)) - ! y V u Project Address I C ��- Scope of Work ' Inspector Inspection Inspection Inspection /76 Date of Inspection Pass a- F9e Pass F.111 Fee Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee / �' NFRC ' ' • National Fenestration Rating Council® Nan Ya Plastics Fiberglass Hinged Patio Door 1" IG • Argon Fill • Low E2 CPD# NND -M -1 CERTIFIED ENERGY PERFORMANCE RATINGS Product Description* U- Factor Solar Heat Gain Coefficient Visible Light Transmittance 2/SS/0.042/ARG/0.567/N 0.28 0.26 0.39 2/SS/0.042/ARG/0.567/G 0.28 0.23 0.33 2/SS/0.057/ARG/0.567/N 0.28 0.27 0.22 2/SS/0.057/ARG/0.567,16 0.28 0.23 0.18 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance. NFRC ratings are determined for a fixed set of environmental conditions and a specific product size. NFRC does not recommend any product and does not warrant the suitability of any product for any specific use. Consult manufacture's literature for other product performance information. *# glazing layers /spacer type /low -e emissivity(surface) /gap till / gap width / grid type(na =not applicable) www.nfrc.org Ne.44,04.4 DOORS Fiberglass Patio Doors ElNAN YA PLASTICS CORP. USA 8989 North Loop East Houston, Texas 77029 Sales Dept.1 -866 3-366 7715 Fax: 1-888-862-6555 www.neumadoors.com Neuma Patio Doors Impact DP -50 This patio door unit has been tested in accordance with AAMA I NVVWDA 101 / 1.S.2 -97 ASTM E1886 / 1996 TAS201 / TAS202 I TAS203 and meets a design pressure of 50 (DP-50) --•*A / GP -I J M LE A (USA) LLC. URETHANE f1'I SYSTEMS MANUFACTURER PRODUCT SPECIFICATION PRODUCT NAME SEALECTIONTM 500 is a spray- applied, semi- rigid thermal insulation which insulates and air seals in one step. MANUFACTURER The chemical components are manufactured by Demilec (USA) LLC. Arlington, TX. PRODUCT DESCRIPTION SEALECTIONTM 500 is a two component. open cell spray- applied semi -rigid polyurethane foam plastic system, fully water- blown having a density of 0.5pcf (8kg /m3). The low desity insulating cellu- lar plastic is produced from the controlled reaction of polymeric isocv_ anate (Part A 1 and resin (Part B). The by- products of the reaction include carbon dioxide and steam which act as the blowing agent. The effective air - sealing capability of this product comes from the excellent adhesion of the polyure- thane to most substrates. APPLICATION SEALECTIONTM 500 is sprayed- applied on the job site using a fixed (1 1) volumetric positive displacement pump as identified in the application manual. This material is applied by authorized contractors using approved applicators trained in the art of proper installation. The foam plastic shall not be applied on wet substrate, or a substrate covered with frost or ice. loose scales, rust, oil or grease. TECHNICAL DATA Density ASTM D 1622 Tensile Strength ASTM D 1623 0.47 -0.50 lbs /ft3 5.6 lbflin2 ICC Evaluation requirment for tensile strength is 3 lbf /in2 minimum. Closed Cell Content ASTM D 2856 ICC Evaluation requirement Closed Cell Content is less than 90 %. rnpslvLf THERMAL PERFORMANCE Thermal resistance (R Value) per inch ASTM C 518 3.81 ft2 h. °F/BTU in. • 2x4 cavity R13 • 2x6 cavity R19 SEALECTIONTM 500 does not settle, sag or allow the free passage of air through the wall. The restric- tion of air movement through the wall allows more effective thermal performance R -value while preventing hot moisture Iaden air from condensing when it reaches cold surfaces. AIR PERMEABILITY /AIR BARRIER The fine cellular structure and adhesion of the polyurethane plastic to most building materials of SEALECTIONTM 500 inhibits the flow of air, thus creating an air impermeable insulation. Air Leakage ASTM E 283 @ 25 mph 0.00013 ft3 /s.ft2 Sustain Wind Load @ 90 mph No Damage Gust Wind Load @ 160 mph No Damage WATER VAPOR PERMEABILITY SEALECTIONTM 500 has a relatively low water vapor permeance. This material is not a vapor barrier and does not entrap moisture in building materials. The low air permeability prevents the movement of moisture laden air to cold surfaces causing condensation. Vapor barrier may be required in Northern climates only. ASTM E 96 Water Vapor Transmission (Dry Cup) 2" 3.6 perms WATER ABSORPTION All open cell foams will absorb water and shall not be placed in areas with direct contact to liquid water. In the event that this product gets wet accidentally, it will eventually dry. Thermal perfor- mance of the product will be restored as soon as it is dry. Due to gravity, liquid water will drain through the SEALECTIONTM 500. ASTM D 2842 25 -50% GALLERIA DRIVE • ARLINGTON, Tx. 76011 • PHONE: (817) 640 -4900 • FAx: (817) 633 -2000 Web site: http: //www.demilecusa.com • http: / /www.sealection500.com • E -mail: info @sealection500.com Page 1 of 2 (FIRM) Section 07216 Spray -in -Place Semi Rigid Urethane Foam Insualtion- SEALECTIONTM 500 Page 3 (Project) 12/20/04 3. Protect adjacent surfaces, windows, equipment and site areas from damage of over - spray. PART 2 - PRODUCTS 2.1 Materials 1. Spray Applied Semi Rigid Polyurethane Foam Insulation System. 2. Product: SEALECTIONTM 500 Manufactured by Demilec (USA) LLC, Arlington, TX, USA and Demilec Inc., Boisbriand, QC, CANADA. 2.1.3. PHYSICAL PROPERTIES METHOD DESCRIPTION VALUE ASTM D 1622 Density 0.45 -0.5 lb. /ft3 ASTM C 518 Thermal Resistance 2 days @ 76 °F Thermal Resistance 90 days @ 76 °F 3.81 ft2 h. °FBTU.in 3.81 ft2 h. °FBTU.in ASTM E 283 - 91 Air Leakage @ 75 Pa (25 mph wind) 0.00013 ft3 /s. ft2 Sustained Wind Load for 60 minutes @ 1000 Pa (90 mph wind) No Damage Gust Wind Load Test @ 300 Pa (160 mph wind) No Damage ASTM D 1621 Compressive Strength 7.1 psi ASTM D 1623 Tensile Strength 5.6 psi ASTM E 413 -87 ASTM C 423 Sound Transmission Class (STC) Noise Reduction Coefficient (NRC) 39 75 ASTM E 96 Water Vapor Permeance 318 ng/Pa s.m2 CGSB 51.23 -92 Off Gassing Tests (VOC Emissions) Pass (No Toxic Vapors) ASTM E 84 Surface Burning Characteristics (6 ") • Flame Spread Index • Smoke Development 21 Class I 216 2.2 Equipment Equipment used to apply the foam insulation shall have fixed ration positive displacement pumps and be approved by Demilec (USA) LLC. PART 3 - EXECUTION Note: Check the adhesion compatibility with : flashing, membranes, coatings. 3.1 Examination 1. Verify that surfaces and conditions are suitable to accept work as outlined in this section. 2. Report in writing, any defects in surfaces or conditions which may adversely affect the performance of products installed under this section to the consultant prior to commencement of work. BACTERIAL OR FUNGAL GROWTH SEALECTIONTM 500 provides no food source for bacteria or fungi. ASTM C 1338 No Fungi Growth ACOUSTICAL PROPERTIES Performance in a 2 "x6" wood stud wall at frequen- cies of: 125 250 500 1000 2000 4000 Hz (ASTM E 90) Sound Transmission Class (STC) 39 17 29 37 45 47 48 (ASTM C 423) Noise Reduction Coefficient (NRC) .75 .28 .56 .87 .69 .79 .77 SURFACE BURNING CHARACTERISTICS SEALECTIONTM 500 is a Class I insulation and it shall be separated from the inhabitants by a fifteen minutes thermal barrier. In attics and crawl spaces, the foam may be left exposed as stated in the ICC (ESR 1172). This product showed less flame propa- gation in the comparative crawl space and corner wall test than Kraft faced fiberglass insulation. ASTM E 84 Tunnel Test 6" Thick Class I Flame Spread 21 Smoke Developed 216 CAN/ULC -S 102M 25 <FC <500 ELECTRICAL WIRING SEALECTIONTM 500 has been evaluated with both 1.1 7.777 n 0 QTY .- 77,:41..,..4 t1.. tet Mp • - _ , • - _..r iG O°C). CORROSION SEALECTIONTM 500 does not cause corrosion to steel. ENVIRONMENTAL/HEALTH/SAI ETY SEALECTIONTM 500 contains no formaldehyde or ozone - destroying CFCs, HCFCs, or hydrocarbons. An off - gassing and toxicological assessment has been conducted by government experts, it was determined that the product would be unlikely to cause adverse health problems. This product is certified by the Environmental Choice® Program as an environmentally responsible material. ECP -40 Building Materials: Thermal Insulation AVAILABILITY SEALECTIONTM 500 is available through a network of Authorized Contractors using factory trained applicators. WARRANTY Demilec (USA) LLC warrants a minimum shelf life of six months of the chemical components of SEALECTIONTM 500 when stored in unopened drums. When applied in accordance with the latest DEMILEC Installer's Manual, the product will meet the specifications as stated in the technical data sheet. RELATED REFERENCES SEALECTIONTM 500 has been evaluated and listed by International Codes Council ICC (ESR 1172) and Canadian Centre for Material in Construction (' 'ArMC ( #12697 -R). All tests were conducted by _ t' ': _:stories. Page 2 of 2 CITY OF TYBEE ISLAND BUILDING PERMIT SUPPLEMENTAL INVOICE DATE ISSUED: 02/27/2012 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 NEW RESIDENTIAL BLDG - SF 108 EAGLES NEST LN CHARLES MATLOCK 14315 BAKER ST WESTMINISTER CA 92683 714 - 891 -6309 TOM W HARPER, BUILDER 5 SHEARWATER CT SAVANNAH GA 31411 3164 P $9,091.25 $350,000.00 PERMIT #: 120033 TOTAL BALANCE DUE: $3,426.25 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: ,vvyvt,-(2-) Ow, P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND CONTRACTOR REGISTRATION TOM W HARPER, BUILDER TOM W HARPER 5 SHEARWATER CT SAVANNAH GA 31411 Business Location: OFF -TYBEE Certificate #: 02331 9918 REGISTRATION - CONTRACTORS $ 20.00 Total Fees Owed for 2012 $ 20.00 Attn: Business License Renewal • P.O. Box 2749 • 403 Butler Avenue • Tybee Island, GA 31328 -2749 (912) 786 -4573 • FAX (912) 786 -9539 MAYOR Jason Buelterman CITY COUNCIL Wanda Doyle, Mayor Pro Tem Barry Brown Bill Garbett Tom Groover Frank Schuman, Sr. Paul Wolff February 27, 2012 Mr. Tom W. Harper Tom W. Harper, Builder 5 Shearwater Ct. Savannah, GA 31411 Dear Tom, Jo ono* CITY OF TYBEE ISLAND CITY MANAGER Diane Schleicher CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes When you were in our office on January 18, 2012 to obtain a permit for a new single - family structure at 108 Eagles Nest for Ms. Matlock, the fees were calculated incorrectly. We have recalculated the fees and issued a supplemental, corrected invoice for building permit 12 -0033 in the amount of $3,426.25. The table below provides the calculations of the fees. In addition, the $20 contractor registration fee for #02331, Tom W. Harper, Builder, required by the City of Tybee Island was not collected. * 3164 square feet x $100 = $316,400 value The contractor's copies of the hydrology report as well as the erosion control and drainage plans were not given to you at the time the building permit was released. They are ready for pickup in this office. Should you have any questions or need further assistance, I am available at (912) 786 -4573, X136. Sincerely, Dianne Zoning Specialist Enc: cont. reg. invoice; bldg. peiniit 12 -0033 invoice P.O. Box 2749 — 403 Butler Avenue4 Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftybee.org 01/18/2012 02/19/2012 FEE DIFFERENCE Building Value 300,000.00 * 316,400.00 Base Fee 50.00 50.00 0.00 New Bldg — Residential 1,495.00 1,577.00 82.00 Inspection Fees 3/1000 900.00 949.00 49.00 Aid to Construction - New 0.00 3,164.00 3,164.00 Water Tap 670.00 670.00 0.00 Sewer Tap 550.00 550.00 0.00 Capital Cost Recovery 2,000.00 2,000.00 0.00 Engineering Fees 0.00 131.25 131.25 TOTAL $5,665.00 $9,091.25 $3,426.25 Contractor Registration 0.00 20.00 20.00 TOTAL $5,665.00 $9,111.25 $3,446.25 * 3164 square feet x $100 = $316,400 value The contractor's copies of the hydrology report as well as the erosion control and drainage plans were not given to you at the time the building permit was released. They are ready for pickup in this office. Should you have any questions or need further assistance, I am available at (912) 786 -4573, X136. Sincerely, Dianne Zoning Specialist Enc: cont. reg. invoice; bldg. peiniit 12 -0033 invoice P.O. Box 2749 — 403 Butler Avenue4 Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftybee.org 10 Project Segment Console File Options Help ;? E.- Project L.-C.1 NEW RESIDENTIAL BLDG -ees as' e cJitileci 1984,24e. Kn u c s 0" Or, 01-1g-1012 415; (a(05 pa :c on of -1 S -2-o ►2 4125b deros:4-- ckec-k ar?(;eciff tV' 40 0,rfer Add Segment I Remove Segment I Project # - Details Contractor Building Code Type Code Estimated Value Expire Date 12033 J.2_• O 33 Property —ror is p SINGLE FAMILY DWELLING S8 350,aoa (ar91: Q4-. fl ^9 1108 EAGLES NEST LN Phases Include j=1 O O Description FOOTINGS SLAB ROUGH IN ELECTRICAL ROUGH IN MECHANICAL ROUGH IN PLUMBING NAILING PATTERN FRAMING INSULATION • ROUGH INSULATION • THIRD PARTY v rCC3 Fee Code Units NBCNBC000 p BASE FEE Manual Override r 0.0000 Charge 50.00 Fee Code NBCNBC000 Description BASE FEE Units 0.0000 Charge 50.00 Remove ❑ NEW BLDG NEW BLDG - RESIDENTIAL 300000.0000 1,495.00 ❑ INSP INSPECTION FEES 3/1000 300000.0000 900.00 ❑ ATC AID TO CONSTRUCTION - NEW '5' 31 64 (0.0000 0.00 ❑ WTAP WATER TAP 0.0000 670.00 ❑ STAP SEWER STUB 0.0000 550.00 ❑ CCR CAPITAL COST RECOVERY 0.0000 2,000.00 ❑ _� - Calculate I Calculate All I Total 5,665.00 Id Ok IQ Cancel I dotto 3 1 4 9 4 - 0 4 - 2 10 D= 1 3 I lop-4-o va. l u e. So c.51. Fe:e e w BI 611-- I' a I = ^spec. 4 i ovN F2253 /I000 ' q �9 1 A Tor^ - N e- v-) = B 31(01+ 3 Wa -t-cke " Se er sl-J b Cc R = t 2oOD — 5, Ia to 5 ra; c 3,2q 5 loala ct die. 02_19-2012- 131.2S 'l�oL�:s Er.21. :4∎ o;c.e- ik 21002303 S 3' —ro TA L. l7U E DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc@bellsouth.net INVOICE December 20, 2011 Invoice #21002303 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 108 Eagles Nest Lane 04- 0019 -02 -018 10 -05 -11 0.75 hours Plan review and email 11 -04 -11 N.C. Review and slope comment 12 -20 -11 N.C. Review and concurrence libmcrumnolii) 0.75 hours @ $175 /hour = $131.25 Total Due This Invoice I2 -2 V\� 12 -0(D' ? .� CApiJ. moo,„ - I- 24 -I2rcL k 3225-47) Permit No. City of ?nee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 = Fax 912.786.9539 Date Requested Owner's Name 1047//f, -L. Gen. Contractor vim/ ihri-2,', Subcontractor Contact Information Project Address / aa`% emit INTERNATIONAL CODE COUNCIL MEMBER Date Needed Scope of Work j44A.) Inspector Date of Inspection Inspection Al.i50 4--Abi — Pass Fail E3 'hzie r304 Inspection Pass ❑ Fail El Fee Inspection Pass Fail Fee Inspection Pass ❑ Fail 0 Fee City of'i voee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328—n eS. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 1 - s INTERNATIONAL. CODE COUNCIL' MEMBER Permit No. i - 0033 Date Requested ''1-1-12- Owner's Name /, , (1-0 DC k Date Needed - — )5? • I 7.-- Gen. Contractor 0 Cgep Subcontractor Contact Information G nJO I I Y 2Lk0L..L. fc. 3 3 �" , Project Address (D5? L'_ 9 (eS 14 PS --- Scope of Work h e r-^ S �''" Inspector Date of Inspection' ? . /? Inspection r c-3 k e i Q C- Pass Fail 0 Fee 4-A Inspection V. J J 5k r■ e C._ Pass Eapip Fee Inspection ' ) ,-) ) 11 1 j oei ✓� U %i Pass D�ll�• O /�rT "40 ioda Q9prie. Inspection )-1� Altu. — 0-h4 /M ) - rid - t--,-171-k/ F Fee Pass n _ Fail n Fee 7 .S. DEPARTMENT OF HOMELAND SECURIT, : ederal 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 Cheryl Matlock Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 108 Eagles Nest Drive 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, Eagles Nest Subdivision A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N 32 deq 00.970 min Long. W 80 deq 51.018 min A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood in A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) n/a sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a 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 870 sq ft No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade Total net area of flood openings in A9.b 0 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) 11 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 ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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 IocalVertical Datum NAVD 1988 Conversion /Comments a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.4 b) Top of the next higher floor n /a. c) Bottom of the lowest horizontal structural member (V Zones only) n /a. d) Attached garage (top of slab) 13.1 e) Lowest elevation of machinery or equipment servicing the building n /a. (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 f) 9) h) Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet El meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) 12.7 ® feet ❑ meters (Puerto Rico only) 12.9 ® feet ❑ meters (Puerto Rico only) n /a. ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.! 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 Title License Number 2249 Company Name J. Whitley Reynolds, Land Surveyor ite C City Savannah, State GA ZIP Code 31405 Date 2/1/12 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. 108 Eagles Nest Drive For Insurance Company Use: Policy Number City Tybee IslandState GA ZIP Code 31328 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 Signat e SECTI • Date 2/1/12 ❑ Check here if attachments - 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. E1. 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 ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or El 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 ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑feet ❑meters (PR) Datum G10. Community's design flood elevation ❑feet 0 meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ 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. 108 Eagles Nest Drive 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 January 31, 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. 108 Eagles Nest Drive 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 January 31, 2012 fsi r '�r+.�7 may ue- _ "�• �...• - _ 2 A"' ± _ , . _,i' yiP40 �„r•�'•' "+,.s 1 - - ; _ ., ,_t3:, �' '":41:4...s" , 1. ._..r • - . .— � "• - t • it �" 4 ; -Y.` 1' - ► . _ .,% —„, - -: "• ..a 'ci .a.� .���....- •a' tea. .c d,' . j:2 , �+.- V k - . - ""- . .rte • .•'' -- sue... to • _ J City of Ty a Island • Community Developn. .t Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL' MEMBER Permit No. ± Date Requested Owner's Name i 1 047 1 u r.+✓4-- Date Needed Gen. Contractor , rti 7� �Z Subcontractor Contact Information r Project Address 7i� ; `� I�;_�= =�" . L.F Scope of Work Inspector Inspection Pass Date of Inspection all Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee 5iE-1Z - flA61 re, S tvrs- Metal Spiral Staircases and Custom Desig ircases by The Iron Shop htt"ww.theironshop.com/buildingcodes_metal.htm THE MOH SHOP' Me wooing MMrdotaroo 01 1pket not inch{ HOME Metal Spiral Stairs Metal Stair Overview Features Assembly Accessories NEW Wood Trends Powder Coal Colors Combo/Half -Turn Floating Straight Stair Metal Spinal Gallery How to Build a Spiral Configure You' Layout nstallation Manual Installation Videos Stair Dimensions Building Codes Blueprints Metal Spiral Mae Troubleshooting Metal Stale Warranties Shpp+lg Custom Stairs Oak Spiral Stairs Victorian Spiral Stairs Got a Stair Kit Price Quote Order a Stair KB Online Get Our Catalog About The Iron Shop How to Build a Spiral Customer Showcase Tostlmonlals Customer Support Showroom Locator Contact Us Secar by 1 of 1 Configure your layout Click Here I 'd lOOl ' °N 0'4 OA 1 -800- 523 -7427 RECEIVED 'P -10-11- Building Code Specifications The Iron Shop's Code Stair Packages wit address and neat compliancy with each of the requirements Mal are hated below. This Information wit apply to the BOCA Code, UBC Code, IRC 2003, IRC 2006, IBC2006, end IFC 2006 codes, Pease tee out detailed ltkloprinVStandard Plan for more information. IRC 2006 Stair Building Coda R311.5,6,1 Spiral Stairs, Spiral stairways We permitted, provided the minimum width shall be 28 inches (660 mm) with each tread having a 712 inch (190 mm) minknum treed depth • 12 inches from the narrower edge. Al treads shell be Identical, and the rise shall be no more than 9 14 inches (241 mm). A minimum headroom of 6 feel, 6 ins hea (1982 mm) shall be provided (See diagram below). 1 Minimum clear walking path of 26 inches. A 5-fool diameter or larger alai' will provide this width. 2. Each tread will have a minimum tread depth of 71/2 Inch at 12 inches from the narrow 3. All 'made will be identical, 4, The tread rise shall not be more then 9 1/2 Intltea Non. 5, Lending width Shat not be toga than the required width of the stairway. Minimum spiral stair tread width Is 28 Inches. Down Covnttr Cloekarhe 28" Mtn, 12" '7•! 7 tl2" Min. Tread Width 6. Minimum headroom of 6 fool 6 inches shall be provided, measuring plumb from the edge of the lending down to IM treed below. 7. Stair balusters shall be spaced to a 4-Inch object cannot pass between The IRC 2003 B 2006 permits e 4 3/6 inch space, 6. Balcony/Well Enclosure guardrail baivatera shall be spaced eo a 4•nrh abject cannot pass between. 9. Balcony/Well Enclosure guardrail he shall not be lees than 38 s. (If your state or municipality requires 42 -loch tall guar:rate, the argot order must roflact Vas detail) 10. The stairway shall be equipped with one handrail on the wide edge of the tread. 11. Handrail height, measured verbally from the tread nosing, Sher be not less than 34 inches and not more than 38 Inches. 12. Handrail grip ails. Handrails with a circular crass soccer shall have an outside diameter of at least 1 1/4 inches and not greeter than 2 Inches. If ne handrail is not circular, C shall have a perimeter dimension not greater thane 114 inches. Handrails welt a perimeter greeter then a 1/4 Inches, shell provide a graspable forger recess area on both sides of the profile, 13. A 300 B. concentrated load Is required. Please see our detailed OSrepru>JStrrnderd Plan for mono imtoirnwicn. The Iron Shop's standard spiral package does not address the open apace between each tread (open rise stair). if your code, IRC 2003, IRC 2006 or IFC 2006 requires not more than a 4" space in OuS area, you wit need to order our riser bars, Lip-up design beads, of riser plates, Please cneckwlth your local building departmenVcode enforcement office for the exact requirements for your municipality. top Gel a Stab kA Peso Quote • Order a Stair NA Onttne • Get Our Catalog • Abdul The Ron Shop • Mew to Build a Spiral Customer snoweaaa • Taatirtlonialt • Gultorler Support Showroom Locator Contact Its • Privacy • ace Map • Shltekrg Promotion valid for daimon/ u.taii s IM wmiMnral United Mutes only CopydrM • 2012 The Iron Shop. Al Rights Reserved. einfrenini IS AIRWAY SHOP friml ONI SNOS N3H00 W Wd45 :l l ZIOZ 'Ol 'g2j57AM Jan 2712 11:50a Mark Cadman TO: 919-349-1600 p.1 Ray Hoard man esigns FAX TRANSMISSION FROM- Mark Cadman COMMENT: W -9 --792e-p1")?-7 oe\o_.-\-Aoc 12.0033 P.O. Box 30443 a Savannah, GA 31410 Office / Fax: 912.349.1600 E —Mail: mdcadman' cadmandesigns_net 912 -349 -1600 Mark Cadman Jan 27 12 11:50a 4" 3000# CONC. SLAB w /6x6 W1.4xW1.4 W.W.M. —FLOOR FINISH 5/8°'x10 "MIN, ANCHOR BOLT W /7" MIN. EMBEDDED CAD 16 "o.c. MAX W/3x3x1/8" PLATE WASHER. (NOTE: ANCHOR BOLT MUST BE PROVIDED WITHIN 6" TO 12" OF EACH END OF EACH PLATE AND WITHIN 12" OF ALL CORNERS). ALTERNATE: USE SIMPSON MASB C� 16 "o.c. MAX. P.T. 2x4 BOT, PLATE, SEE SHEET A3 FOR STRUCTURAL NAILING PATTERN TURNED DOWN 3000 PSI MONOLITHIC FIG. FIN. FL. ELEV. 13.35 6 MIL. VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 3" CLEAR 2500 PSF MUST BE VERIEIED BY CONTRACTOR #5 © 7" O.C. 3" CLEAR (TYP) HOUSE FOOTING SCALE: 3/4 " =1' -0" MONOLITHIC FOOTING ADDENDUM'S Matlock Residence EAGLETS NEST -- TYBEE ISLAND, GA SCALE: 3/4 "-1' -0" z FINISH GRADE #4 CONT. LAP 25" & BEND 25" 0 CORNERS 4 — #5 CONT. IN FOOTING (LAP 25" & BEND 25" 0 CORNERS) RC, S No. 28372 PROFESSIONAL ZS-�ti" ir A . BSS 912- 349 -1600 Mark Cadman Jan 2712 11:50a 4" 3000# CONC. SLAB w /6x6 W1.4xW1.4 W.W.M. — FLOOR FINISH FIN. FL. ELEV. 13.02 FIN. FL. ELEV. 13.35 11 ll--I I (I —TIT=— TT1T 3" CLEAR 2 — #5 CONT. 3" CLEAR (TYP) 16" Th K. 5LAB SECTION SCALE: 3/4"--.1'— MONOLITHIC FOOTING ADDENDUM'S Matlock Residence EAGLES NEST — TYBEE ISLAND, GA SCALE: 3/4 " =1' -0" ORC r 1r o. 28372 PROFESSIONAL /(A.BOS ' 912- 349 -1600 Mark Cadman Jan 27 12 11:51a 4" 3000# CONC. SLAB w /6x6 W1.4xW1.4 W.W.M. —FLOOR FINISH 5/8 "'x1O "MIN. ANCHOR BOLT W /7" MIN. EMBEDDED CA 16 "o.c. MAX W /3x3x1/8" PLATE WASHER. (NOTE: ANCHOR BOLT MUST BE PROVIDED WITHIN 6" TO 12" OF EACH END OF EACH PLATE AND WITHIN 12" OF ALL CORNERS). ALTERNATE: USE SIMPSON MASB C� 16 "o.c. MAX. P.T. 2x4 BOT. PLATE, SEE SHEET A3 FOR STRUCTURAL NAILING PATTERN TURNED DOWN 3000 PSI MONOLITHIC FTC. FIN. FL. ELEV. 13.35 FINIS -- H GRADE 6 MIL. VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 3" CLEAR 2500 PSF MUST BE VERIFIED BY CONTRACTOR ullll =� I —T( =FIT llIIII #5 @ 7" Q.G. 3" CLEAR 16" MIN. (TYP) F'ORCh FOOTING _ _..._..._.....-. -- SCALE: 3/4 " -1' -0" #4 CONT. LAP 25" & BEND 25" CORNERS 3 — #5 CONT. IN FOOTING (LAP 25" & BEND 25" CORNERS) MONOLITHIC FOOTING ADDENDUM'S Matlock Re_ 5idence EAGLE-'S NET TYBEE ISLAND, GA SCALE: 3/4 " =1' -0" 0,ORG 4 7 No. 28372 PROFESSIONAL ./1/ci A.-813S City of , aee Island • Community Develop...ent Dept. ■ „% Inspection Report ■,��,1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ��"'� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. _ Date Requested Owner's Name /p% -- '� .,. Date Needed Gen. Contractor ,� /1jj Subcontractor G'> /- ,.. .7 /c.-.. Contact Information G /44 LI. U> — /J- Project Address /U . j /54 li Scope of Work ,,,1) Inspector ;7 /LI Date of Inspection Inspection 1,L. Pass Fail Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee TX Result Report P 1 01/24/2012 12:30 Serial No. CH35228060004 TC: 311921 Destination Start Time Time Prints Result Note Georgia Power 01 -24 12:29 00:00:49 001/001 OK Note TMR: Timer TX. POL: Polling. ORG: Original Size Setting. FME: Frame Erase TX. MIX: Mixed Original TX. CALL: Manual TX. CSRC: CSRC. FWD: Forward. PC: PC -Fax. BND: Double -Sided Binding Direction. SP: Special original. FCODE: F -code. RTX: Re -TX. RLY: Relay. MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M- 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 _ FAX TO: Lynn Brennan 9-24:=9.4.1=a=sa7 Phone 912 .Qory :a. •Pow.r- - .ace- 4.iSo 03 !o_zWos /' -flG 33 GHQ -+L„r 3a.s- 2 62S Location Address: /Qij /5 J(%s --,L It # Release Date: Type of Release: /✓ Tem ary l Permanent Subd Name: Electrician: G ..e.1.4- Electrician Phone Number: /,j- J ' ` h"--,4 3 4.7.0:20, 2 OwnerfIuilder: Phone Number: Location Address: Type of Release: Temporary Electrician: Lot # Release Date: Permanent Subd Name: Electrician Phone Number: OwnerBuilder: Phone Number: Location Address: Type of Release: Temporary Permanent Sated Name: Electrician: Lot # Release Date: Owner /Builder: Electrician Phone Number: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 9937 Phone 912443s:51%3' Ejeor9;a Pou+e o(o- 2434-ico 3a(o -2SPoS- eZ -DO 33 e0. -4-11 3o 2 fo2S Location Address : /05= ffs JI%ES71 Lot # Release Date: A),PVe Type of Release: ✓ Temporary Permanent Subd Name: Electrician: Electrician Phone Number: 5 13-Zd644 Owner/Builder: CIO/ 14Z Phone Number: Location Address: Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: City of 1, ree Island • Community Develop.__�nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 Permit No. /2 - (Al => I , Date Requested Owner's Name Date Needed Gen. Contractor r c / � �> Subcontractor Contact Information 24.217 INTERNATIONAL CODE COUNCIL MEMBER Project Address /J , lll/, S Scope of Work _APV(i) S/ Inspector '% /`ii Date of Inspection Inspection g2/ Pass L rL Fee Inspection Pass ❑ Fail ("'I Fee Inspection Pass EJ Fail El Fee Inspection Pass ❑ Fail ❑ Fee Permit No. /2 Owner's Name Gen. Contractor City of 1y Oee Island • Community Develop. - (ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ■41l INTERNATIONAL CODE COUNCIL' MEMBER Date Requested y% %//C Date Needed ' 137-;G Subcontractor h Contact Information /./22«) Project Address Scope of Work ,�'� =- �3 �'; >,- Inspector Inspection Date of Inspectio Inspection Inspection Inspection Pass F: it ❑ Fee I Pass ("""i Fail [ J Fee Pass Fail El Fee Pass ❑ Fail ❑ Fee CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01 -18 -2012 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS °To r. W • g°Seer, CITY STATE ZIP J. �at r FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW RESIDENTIAL BLDG 108 EAGLES NEST LN CHARLES MATLOCK 14315 BAKER ST WESTMINISTER CA 92683 714 - 891 -6309 CH 14315 WEST E : MATLOCK R ST ISTER CA 92683 P $5 —300 435a,000 PE ' T #: 12033 Sg Knuc!S n I SS u tc reli'►^, SlmoJtcL be, 120033 stn 1.,,C ode . olko SS 8', 0160 ?la TOTAL BALANCE DUE: '$5,665.00 It 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 Location: CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT A16 /V U/1/(J6, ✓ y /3 PIN # V 2 sets of building plans 1 copy of survey showing ground elevations & flood zone I copy REScheck or COMcheck $250 plan deposit NAME ADDRESS 4 -0019- 02-o /? TELEPHONE Owner aleityz_g/ Architect or Engineer/ jifra Zara) .?lSC /�•¢i�dw �% -Z7- 66, io9 /,,�� 1 P,1iv6 ;i.&„4,L1,/y rfi 67,¢ ?i pa Pf7 0/10 Building -Ter Contractor y/ , . -- Ji%1��d1 54// 6g1-1144 (Check all that apply) Details of Project: A1 5-7-re.c Estimated Cost of Construction: $�� od D [►New Construction ❑ Other 1esidential 'ngle Family ❑ Duplex ❑ Multi- Family ❑ Commercial /28-5700t4✓77 - . /At Construction Type / (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: S/NG� GF 1--19")7/ /4210106 Remarks: / (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units / # Bedrooms 3 _ #,Bathrooms di Lot Area . 32,4 Living space (total sq. ft.), I�JF� # Off - street parking spaces G Trees located & listed on site plan V kS Access: y Driveway /41_04 (ft.) Wit lvert? 44 With swale? 4_5 Setbacks: Front Z 0 Rear 2 0 Sides (L) (R) L O' # Stories p2 Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through /O,v S Joss • On -site waste and debris containers will be provided by �e,ig-A)7-yG Gthg -srt . Construction debris will be disposed by /gaz4=(9 by means of V y4' 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: / 21/4/// Signature of Applicant: Note: A permit normally takes 7 to 10 business days to The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Signature Date 250 deflos ck 3 2C'3Co 316.4 sq. V- -. X 41.(00-=$31(01 14-o o ki'o..\ 0 c. FEES Permit Inspections Water Tap Sewer Stub Aid to Const. CC Recovery d ca:,atA. 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 req . irements. Applicant name: Project I.D.: Attachments approved by: Date: /Z /S // 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 fmding 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 fmding. 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 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: LOT Owner's Name: L 74977 ' G',,( Address: �ifJe /7¢>� if//14, , Z4/7W./ 3/elar Contractor's Name: -7,077,1 l/1/ This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner /contractor) agree to construct /place the equipment above or up to the required finished floor elevation, which is stated below. "00 BFE Acknowledged and agreed to this day of %o r. ctor SignatureY Owner / Contractor rinted me• ,20 JJ . Location of Work: Owner's Name: Address: Contractor's Name: STATE ENERGY CODE AFFIDAVIT F644-z65-57- 7/207-zec, -9--77/ 4147/ ,,ee-,(1,1i 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 Owner's Printed Name Contractor's Printed 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)) Contractor �jYYI A • #16665 Address of contractor Contact name & telephone number of contractor Name of property owner Mailing address of property owner ..21 Telephone number of property owner L L - G3/— ve Details of project 41.7g- zzs--- t W0 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 I 3/4" / 4" 1" 6" 1 -1/2" 8" 2" 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 Community Development Department at (912) 786 -4573, extension 136, to arrange pick up of a meter. 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 signature Date Owner n4 �'�1/ii' Contractor printe. nam • Date PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: �y Owner's Name: L /447 -Z ra< Address: 2/S P. / ✓Jft%%hf 6, rams-- .7i;i1 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: ��/.L1%LteO 2/li!!l et) A sketch or drawing must be attached illustrating the planned alteration. Attached? /94/4,1/-5 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 N ai .. . �r % /L. / ✓i1 Contra or s Printe:Name Date Date --/ZI‘r)i/ APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit sivateg Location of Work: ,10 -s /'J4 2 ?O6,, Owner's Name: /,g'j� ?C< Address: / C ?i?T, l--D4%,z z j - _?era /3- Contractor's Name: 0114 tt 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 Date Owner's Printed Name illy, 4 r act • r%( i,trature ern Ai Cont ctor's Printe s ame Date ils""j/ Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: � <J C�/`d�i � A %ST Owner's Name: (2/1-6--Ayi... / -7( 2�S CST 2,49771 G . i1mmtvz- ,% fB ,tad /7 Address: Contractor's Name: List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company Pairsi1/4‘ Address $$/3 it], 'ice Contact Person 411/247 2. Company h.a iu< C *=77LGG Address Contact Person ?OA/ 3. Company 41/iif7 Ak Address � >J� /i,��.C1701J Contact Person re-27e- 4. Company Address Contact Person Business Type PL(/ 6/•114 aun23 License Number )/e 0O57 y, 6i" Phone Number Business Type License Number Phone Number Business Type 0/075-7 3/ 2V6/ License Number Phone Number Z. 3?-- 2 `7 Business Type License Number Phone Number 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. City of Tybee Island — Community Development Department BUILDING PERMIT Permit Number: 12 033 Issued Date: Job Address: /O $ C.13/ts ,4r,' L!4.' Job Name: M4TtoCL I/�r�/j.�,�RPE,t Type of Work: ilkod ��if/w^��( �Y� Flood Zone (if applicable): To avoid penalty this placard must be posted and visible from the street until completion of the project. TO SCHEDULE AN INSPECTION call (912) 786 -4573, extension 114, by 4:00 pm the day before you need an inspection.