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Home My Public Portal AboutVILLAGE PL_9A&B.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 5/24/2019 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 #: 18-0557 PROPOSE!) USE: NEW DUPLEX OCCUPANCY TYPE: P CONTACT NAME YAUN CONSULTING, LLC CONTACT ADDRESS 4267 BELFAST RIVER RD CONTACT CITY STATE ZIP RICHMOND HILL GA 31324 PROPERTY AI)DRESS 9 VILLAGE PL A -B APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # Job Address Job Name 1F -a357 cl11-9-B e_ eL. Yot_uttn By Ow er/Contractor post house number (and unit numbers if applicable) Al A- no attic storage signs, if applicable V Energy Code Compliance Certificate R4 B ✓ pass Final Building inspection 4✓ Elevation Certificate, Finished Construction 7-- Survey Height Certification, if required Drainage Certification from Project Engineer 7 Nonconversion Agreement (attached) —must be recorded with Chatham County Al Breakaway Wall Certificate (V -Zone only) V Mitigation of Trees Payment of outstanding fees, if applicable By City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FEMA Inspection from Planning & Zoning Manager 9 wilding Permit Number / — £ 57S-7 g 30 Applicant's Name: C Yau>n Site Address, Tax#, Parcel#:ci 141...6 (( rr Telephone: so7- ovps- Owner's Name: �r Address: r Telephone: 1 I I. All development — Base Flood Elevation Data Provided: A. The as -built elevation certification from a registered land surveyor or Professional engineer has been submitted? B. The lowest floor elevation is at or above the required lowest floor elevation? C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or flood proofed? II. Development in Zones A, AE, Al -A30 and AH: A. Solid foundation perimeter walls located below BFE: Iv O 1. There are at least two (2) openings? 2. Square footage of enclosed area subject to flooding 3. Square inches of venting required 4. Square inches per opening (multiply 1 by w) 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? 7. The bottom of each opening is no higher than one (1) foot above grade? 8. Any cover on openings will permit the automatic flow of floodwaters In both directions? B. Base flood elevation and/or floodway data not available or AO Zones: 1. The lowest floor is at least one (1) foot above the highest adjacent grade? 2. The development meets the setback requirements of the ordinance? 3. If 2 above was "no", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed: B. Floodway data is provided. 1. Did this development encroach in the floodway? 2. Do the actual field conditions meet the proposed actions and technical date requirements? 3. If Cl was "yes", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed III. Development in Zones V, VE and V! -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? B. Structure is securely anchored to pilings or columns and certification by a Registered, professional architect or engineer has been submitted? Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, Where permitted, are breakaway and have been certified by a registered, professional Architect or Engineer? Reviewer's Name: Date reviewed: Local Administrator's Signature: City of Tybee Island 403 Butler Avenue - P.O. Box 2749 Tybee Island, Ga. 31328-2749 or NO YES or or NO YES or NO YES or NO YES or NO YES OR NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO Date: � ,241-/T Georgia Residential Energy Code Compliance Certificate* Address: 9A Village Place Dr. Tybee Island, Ga Builder/Design Prof.: Dick Yaun 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: R19 R13 NA NA NA NA NA Permit #: Phone: Sloped/vault ceiling: R19 Above grade mass wall: NA Attic kneewall sheathing: NA Basement continuous: NA Crawlspace continuous: NA Floors over unconditioned space: R19 Other insulation: NA Window U -factor: Window SHGC: Skylight U -factor: Skylight SHGC: Glazed Door U -factor: Opaque Door U -factor: (<50% glazed) • Building Envelope Tightness (BET): BET test conducted by: greeoi So Ene-rgy Solt tfoll*- Phone: 912-721-2013 Fan Flow at 50 Pascals=2052 CFM50 Total Conditioned Volume =20050 ft-3ACH50 = CFM50 x 60 / Volume= 6.14 ACH50 (must be less than 7 ACHso ) Low Rise Multifamily Visual Inspection Option (The visual inspection option may be conducted by a third -party instead of the BET test for R-2 buildings only.) Visual inspection conducted by: `A Phone: Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: ❑ Gas ❑ Electric ❑ Other Number of Heating and Cooling Systems: Heating System Type: ❑ Gas: AFUE ❑ Air -Source Heat Pump: HSPF ❑ Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: ❑ SEER ❑ EER ❑ Other Heating/Cooling Load Calculations Performed by: Phone: Total Heating Load (Based on ACCA Man. J or other approved methodology): Btu/h Total Cooling Load (Based on ACCA Man. J or other approved methodology): Btu/h Cooling Sensible Load: Btu/h Cooling Latent Load : Btu/h Total Air Handler CFM (based on design calculations): 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 <_ 8%, the post construction total duct leakage (PCT) is <_ 12%, or the rough -in total duct leakage (Rif) 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, R1T) 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. Georgia Residential Energy Code Compliance Certificate* Address: 9B Village Place Dr. Tybee Island, GA Builder/Design Prof.: Dick Yaun 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: Glazed Door U -factor: R19 R13 NA NA NA NA NA • Building Envelope Tightness (BET): Permit #: 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: Opaque Door U -factor: (<50% glazed) R19 NA NA NA NA R19 NA BET test conducted by: ree 'South/ Energy SOlati 1 Phone: 912 -721-2013 Fan Flow at 50 Pascals= 2072 CFM50 Total Conditioned Volume =18020 ACH50 = CFM50 x 60 / Volume= 6.90 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: ma. Phone: ft3 Mechanical Summary: Water Heater Energy Factor: Ef Fuel type: ❑ Gas El Electric El Other Number of Heating and Cooling Systems: Heating System Type: El Gas: AFUE El Air -Source Heat Pump: HSPF El Other: Efficiency: Cooling System Type (Standard DX, Heat Pump, Geothermal, etc.): Cooling System Efficiency: ❑ SEER ❑ EER ❑ Other Heating/Cooling Load Calculations Performed by: Phone: Total Heating Load (Based on ACCA Man. J or other approved methodology): Btu/h Total Cooling Load (Based on ACCA Man. J or other approved methodology): Btu/h Cooling Sensible Load: Btu/h Cooling Latent Load : Btu/h Total Air Handler CFM (based on design calculations): 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 <_ 8%, the post construction total duct leakage (PCT) is <_ 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). CFM 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. STATE OF GEORGIA COUNTY OF CHATHAM 19IN1I11MMINIB Doc ID: 031496140002 Type: NOT Recorded: 02/04/2019 at 01:11:45 PM Fee Amt: $14.00 Page i of 2 . Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK 1544 PG486-487 IIt Cross reference to Book 11[00 Page c CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODMLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: I "°56-7 Property Owner: Kos- eh leo.' R lfl Address: q 4 Vt tt'o5 G ?lace- PIN:LI-0003-1a-Ot$ -1-Y8 Xs la�x�d -. itp� Legal: (,tsk' 177 1) )1 Base Flood Elevation at the site is a feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shalt be unfinished or constructed of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. Signature of Property Owner Subscribed to and sworn before ' me this I - day of b Pce r4 --)p r ,20 Public My commission expires; Rote: A the lOG yearr • Witness Signature ire or portion of a structure is built or substantially improved within Agreement must satisfy all of the above conditions and requires proper vtm.V. •081ruvNW= - nee aun4 aMiolrs- .... mW10/701I.., v 1' 8 z N "QIN 010114 SUBDIVIDE PLAT LOT #177 TYBEE VILLAGE WARD I TYBEE ISLAND TYBEE ISLAND,CHATI-(AM CNTY,GEORGIA Prepared for. YAUN CO NSULTING, LLC Y Will f • I_ d 1tilt I a titi 4ti 1,i „,i II Ha I �i EM C ENGINEERING see SERVICES, INC; �� K AtRn rMaIM�M �w„i{fFl ll I May 16, 2019 4424 Columbia Rd, Suite B Martinez, GA 30907 Phone: (706) 863-8010 Fax: (706) 863-8011 www.emc-eng.com City of Tybee Island, Georgia Planning & Zoning Department P.O. Box 2749 403 Butler Avenue Tybee Island, Georgia 31328 RE: Lot 177 Tybee Village — Ward 1 EMC PROJECT #: 18-8523 On July 31, 2018, EMC Engineering Services, Inc. (EMC) submitted an Erosion, Sedimentation, and Pollution Control Plan on behalf of Dick Yaun for Lot 177 in Tybee Village, Ward 1. The plan which included a general site plan with proposed grading, drainage and erosion and sediment control best management practices was subsequently approved. On May 15, 2019, EMC performed a field survey of the referenced property and subsequently prepared an As -built Survey Drawing which was signed by James M. Keaton, RLS on May 16, 2019. Based on my review of the aforementioned As -built Survey Drawing, it is my professional opinion that the post construction grading and drainage patterns are in general compliance with the approved Erosion, Sedimentation, and Pollution Control Plan. If you wish to discuss this matter or need further clarification please call me at 706-863-8010. Robert L. Titus, P.E. Principal / Sr. VP Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 MI M�M� INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 UM& INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass D Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail Fee Cross reference to Rook 11 6'° Page 9 NON -CONVERSION OF TYREE ISLA:\ it COM'�IUNITY DEVE RSION AGREEMENT FOR CERTAIN STRUCTURES LOPN TNT has been made for a permit from the City of Tybee IN THE F / 8 -� Ybee LOI!➢I)pI,�N Legal: J, 177 LUARl 2 Tye RE 2s lours! • 1 to ac - Base Flood Elevation at the site is a feet (NGVD) In accorance with the Flood Damage Prevention Ordinance of the City following: 1. That the enclosed area of Tybee Island, Georgia, building, below the Elevation shall be used soles the Property Owner and will area bloused Basefor hFloodman habitation agrees toto the Ordinance in effect at the time of conversion. Y for p� 2. That ad interior walls, without first becoming g opvehicles, limited ostorage, ceilings, and floors below the Base Flood Elevationshallfully compliant with the or access the materials. Flood Damage prevention 3. That mechanical plumbing devices shall not be installed be unfinished or constructed of electrical, or lumbin 4. That the walls of the enclosed area the Base Flood Elevation flood-resistant automatic entry below the Base Flood flood level. fvthe ena ] be area below with total openings Elevation. shall bea equipped with atsquare least two vents which on at least two of at least square inch for every grade. If located in a V -Zone, s different 5. That the Theed structure breakaway walls are requir . walls, and the bottoms of the vents shall foot more enclosed permitt above the may all be no than o area below InsurancettheProgram due its location in a act to increased one foot 6. That any variation in construction beyond what iS premium for P Flood Hazard flood insurance available from Y Area, the National Flood permitted shall constitute a violation and be abatable as such. Signature . "^ • rty Owner STATE OF GEORGIA COUNTY OF CHATHAM Doc ID: 031496140002 Type: 1� �Nf� �l l✓ f Recorded: 02/04/2019 NOT Fee Amt: $14.00 at 01:11:45 PM Chatham, Ga. Clerk Superior of 2 BK 15Mosley Clerk Superiore1 C Court 44 PG486 ourt Island, Application Permit # SSA and, Georgia. Address: q A 9-•B Vi I I Property (j PIN: 4-0003 ��e Owner: Kcur eV\ �• 1 0.Lllf� -I�-Ot8 Subscribed to and sworn before me this ary Public uy commission expires: j .Vote A.NonconversionAg eementIntat the 100 -year Floodpid 'below the -Base recordation in the land records of Chat* �cztto 6; ct m oligp 9ct. Signature of Property Owner Witness Signature icture or portion of a structure is built or substantially improved within Agreenzetzt must satisfy all of the above conditions and requires Proper 5 NS BLOCK RESERVED FOR THE CLERK OF THE SUPERIOR COURT LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY LINE s18' REBAR FO UND PK NAIL FOUND ELECTRICIAL CONTRO L B00 TELEPHO NE PEDESTAL FIRE HYDRANT SANITARY SEWER MANHOLE WATER VALVE SEW ER CLEANO UT TEMPORARY BENCHMARK MINIMUM BUILDING LINE ` LIGHT POLE OSaWAY APAP 0E408 ETP FH D4 w7'' 000 A IBM OBP Based on monumentetlon found In the field and plat In reference, property lines are as shown. This survey was prepared without the benefit of an abstract of title. Subject and adjacent property owners' deed re erences were pro vide d by EMC Engineering Serv ices Inc and are not guaranteed as to accu racy or completen as. This property may be subject to easements, protectWe covenants and other facts that may be revealed by a complete title search. 2. This property Is located in a Special Flood Hazard Aree(AE 11) per the Federal Emergency Man gement Agency's Flood Insurance Rate Map No. 13051C 0213F: Effective Date: September28, 2008. The basis of bearing for this Survey is G eorgia State plane Coordinate System East Zone, NAD832 011, Vertical Datum is based on NAVD88. Total Area: 7,040.13 Sq. Ft - 0,162 Acres E.O.C. Plat: 1 In 82,847. 66 E.O.C. Field: 1 In 108,990.1 Angular Error. 01" per angle point Adjusted by: C ompass Ru le Equipment used: Topcon PS -103A SERIES TOTAL STATIO N Cha mpion GPS/eGPS HIS Network Field Work Completed on: AUG. 28, 2018 SURUEYORSCERTIFICATION ) AS REWIRED BY SUBSECTION (D) OF O.C CA. SECTION 15-6-67 THIS PLAT HAS BEEN PREPARED BY A LAND SURVEYOR. THIS PLAT HAS BEEN APPROVED BY ALL AP PLICABLE LOCAL JURISDICRONS THAT REQUIRE PRIOR APPROVAL FOR RECORDING THIS TYPE OF PLAT OR ONE OR MORE OF THE APPLICABLE LOCAL JURISDICTIONS DO NOT REQUIRE APPROVAL OF THIS TYPE OF PLAT. FOR ANY APPLICABLE LOCAL JURISDICTIO N THAT REQUIRES APPROVAL OF THIS TYPE OF PLAT, THE NAMES OF THE INDIVIDUALS SIGNING OR APPROVING THIS PLAT, THE AGENCY OR OFFICE OF THAT INDIVIDUAL AND THE DATE OF APPROVAL ARE LISTED IN TH E APPROVAL TABLE SHOWN HEREON. FOR ANY APPLICABLE LOCAL JURISOICTION THAT DOES NOT REQUIRE APPROVAL OF THIS TYPE OF PLAT, TH E NAM E OF SUCH LOCAL JURISDICTION AND THE NUMBER OF THE APPLICABLE ORDINANCE OR RESOLUTION PROVIDING THAT NO SUCH APPROVAL IS REWIRED ARE LISTED IN THE APPROVAL TABLE SHORN HEREON. SUCH APPROVALS, AFFIRMATIONS, OR ORDINANCE OR RESOLUTION NUMBERS SHOULD BE CO NFIRMED WITH THE APPROPRIATE GOVERNMENTAL BODIES BY ANY PURCHASER OR USER OF THIS P LAT AS TO INTENDED U SE OF ANY PARCEL. FU RTHERMORE, THE UN DERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SE T FOR TH IN THE RULES AN D OF THE GEORGIA BOAR D OF REGISTRATION FO R PROFESSIONAL EN GINEERS AND S LAN D SURVEYORS AND AS SET FORTH IN O.C OA. SECTION 15-6-67. RICHARD E. BALDWIN GEORGIA REGISTERED LAND SURVE YOR #3252 CERTIATE OF LAND SURVEYOR FIRM 100005 1 A 12/10/201/1 DATE OWNERS CERTIFICATION plat, that s plat was We hereby certify than actual survey, we are the all state a nowners of the d countyperty shown tax orotherother assessments now due on en paid. Signature FIFTH AVE NUE 60' R/W SHIRLEY A CROSS UNIT 7-B PIN 4-000.7-122--096 N/E JAN E ALEXANDER UNIT 7-A RI -Hero am PIN 4-0009-12-015 VILLAGE PLAGE (PRIVATE DRIVE) 2 REFEREN CES'. -PLAT BOOK 38S PA GE 73 (N OT OPEN ) 5/e RBS EXISTING RESIDENCE 40' ACCESSORAIN R 5/8• RBF _L UTILITY ESMNT 75-1-;112.T W .060 T.B.M . PKF E. .1065896.03 — NIP ,C O 139 LLC UNIT B -A rye 4a1V 702) PIN 4-OCO9-4212-097 EXISTING RESIDENCE ROBERT CCORDASCO UNIT B -B (0.ltl ro e PIN 4-0005-12-058 NOTE: THIS SUBDIVISION CREATES TWO LOTS UNSUITABLE FOR DETACHED SINGLE FAMILY DWELLINGS. RV N 18° 1400'8 31.87' IO'OR AIN 4 S. N/F STEPHEN E CATE LO T 177-A 9808.80 SE W rnI7OR PIN B UILDING UNDER CONST. ELCB IP ire. -1 OT L TY ESMNT LAKE S itu " EN E BU ILDING UNDER CONST. 4-0009x12-018 3f.BT PEE PEE 320' N18'1m3 -eastT CAI d: SSSOO,LLC i. LO 154-A SN 54A 54 Sa .Ff . 4-°., 12-0120I� BUILDING UNDER CON ST. 10 ' BUILDING UNDER CONST. GA —Gs -- 5/B• RBF —0 5-° I 10' Ira TODRAI N & U RL ESMNT 1 31 .8T 5/8 92-22' 5/8' RBF S 18 '1 W-64.04' S/8" RBF --so - -- -� ---- M°'715 I MILLER AVENUE 60' R/W TOP: 6.7 SS MH9 I SSM H TOP: 5.07 N 18°1341'E 6184' 5/8' RBF ROCIcERNAOEY.,LLC LOT 176 (MAYO .1R/ 4-0003-12-017 STe 2230 'W- rrrrrrrrrrrr EXISTING / RESI DENCE / OW d7' NASSO C,LLC / LOT 155 / oe PIN 4-0003-12-019 2O Ia 0 x GRA PHI C SCALE: 1' • 2D A 25' ACCESS, DRAIN d7' UTILITY ESMNT TYBEE ISLAND ZONING ADMINISTRATOR This plat hes been appr ov ed for recording by the Tybee island Zoning Administrator. George S Zoning minietrator PR OJE CT NO.: 18.8523 DRAWN BY: REB DESI GNED BY: SURVEYED BY: EMC SURVEY DATE: 11 20218 CHECKED BY: SIP S CALE: 1" = 20 DATE: 12/10 2018 SHEET I OF Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work i t i .� Inspector !-7 I Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail Fee City of Tybee Island • Community Development Dept. KWh.. Inspection Report au* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Maria Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector _7 i I Date of Inspection Inspection Pass Fail ❑ Fee 4 ,. Inspection U Pass Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection �1 P Pass Fail Fee (OP City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 IIWilk EMMA INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass 4-I Fail El Fee Inspection Pass I""'"1 Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass o Fail 0 Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome lisaroseschaaf Inspection Agency Information: TYBEE ISLAND Enter Approval Details User ID: lisaroseschaaf Help l Log Out Approval Information Inspector's Notes Inspection Agency * Select One Inspector Select One Date 2/11/2019 3:52:51 PM Permit/Approval # * Type * Select Type Classification Select One Electrician \Contact Contact Phone Wiring Approval Submitted Service Order Status Address Customer Name Phone Number Street # * Unit/Suite/Lot# Street Name * Select One Also Known As Zip * Select City Select State Select Date Save & Copy! Save Only! Print Wiring Approval Type Address Number Inspector's Note 9A VILLAGE Place. 02/11/2019 180557 Permanent Tybee Island, GA THIS IS A DUPLEX Edit 31328 Submit 02011 Southern Company. All rights reserved. Privacy statement Terms of use 1 of 1 02/11/2019. 3:52 PM Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome lisaroseschaaf Inspection Agency Information: TYBEE ISLAND Enter Approval Details User ID: lisaroseschaaf Help l Log Out Approval Information Inspector's Notes Inspection Agency * Select One Inspector Select One Date 2/11/2019 3:54:02 PM Permit/Approval # Type * Select Type Classification Select One Electrician\Contact Contact Phone Wring Approval Submitted Service Order Status Address Customer Name Phone Number Street # Unit/Suite/Lot# Street Name * Select One Also Known As Zip * Select City Select State Select Date Save & Copy' !Save Only' Print Wiring Approval Type Address Number Inspector's Note 9B VILLAGE Place. 02/11/2019 180557 Permanent Tybee Island, GA THIS IS A DUPLEX Edit 31328 Submit; 02011 Southern Company. All rights reserved. Privacy statement Terms of use 1 of 1 02/11/2019, 3:54 PM Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Inspection Pass ' Fail ❑ Fee Inspection Pass © Fail ❑ Fee Inspection Pass, El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 -1\ MUIR INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection 0 /1 Ili �?� Inspection Pass Fail Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Owner's Name Gen. Contractor Contact Informa Project Address Scope of Work Inspector Date of Inspection Inspection Pass f Fail El Fee Inspection Pass ❑ Fail El Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 HUNT INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail Fee U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Dick & Karen Yaun Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 177 Village Place Company NAIC Number: City State ZIP Code Tybee Island Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 177 - Tybee Village, PIN 4-0003-12-018 A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, etc.) Lat. 32°00'46.1738" Long. -80°50'41.81" Residential Horizontal Datum: insurance. above grade ❑ NAD 1927 adjacent grade 0 p NAD 1983 0 2 photographs Number with a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 6 Certificate is being used to obtain flood 52.00 sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) 0.00 sq in within 1.0 foot foot above adjacent in 0.00 sq ft ■ Yes X No garage: garage openings in the attached garage within 1.0 in A9.b 0.00 sq • Yes p No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number City of Tybee Island 135164 B2. County Name Chatham B3. State Georgia B4. Map/Panel Number 13051CO213 B5. Suffix G B6. FIRM Index Date 08-16-2018 B7. FIRM Panel Effective/ Revised Date 08-16-2018 B8. Flood Zone(s) AE B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 9.0 B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation of the Base Flood Elevation ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ (BFE) data or base flood depth entered in Item B9: El FIRM datum used located in a Date: ❑ NGVD System CBRS ■ Other/Source: ❑ Other/Source: Protected 1929 (CBRS) x NAVD 1988 area or Otherwise Area (OPA)? ■ Yes x No ■ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 177 Village Place Policy Number. City State ZIP Code Tybee Island Georgia 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations *A new Elevation C2. Elevations Complete Benchmark Indicate elevation 0 Datum used a) Top of b) Top of c) Bottom d) Attached e) Lowest (Describe f) Lowest g) Highest h) Lowest structural AR/A1 Rico are based on: • Construction Drawings* P Building Under Construction* • Finished Construction Certificate will be required when construction of the building is complete. — Zones A1 —A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Utilized: eGPS Network Vertical Datum: NAVD88 A30, AR/AH, AR/AO. only, enter meters. datum used for the elevations in items a) through h) below. NGVD 1929 Q NAVD 1988 ■ Other/Source: for building elevations must be the same as that used for the BFE. Check bottom floor (including basement, crawlspace, or enclosure floor) 6.9 the measurement used. p feet ■ meters the next higher floor 16.1 p feet • meters of the lowest horizontal structural member (V Zones only) NIA ■ feet • meters garage (top of stab) N/A • feet ■ meters elevation of machinery or equipment servicing the building N/A type of equipment and location in Comments) ■feet ■meters adjacent (finished) grade next to building (LAG) 6.1 p feet • meters adjacent (finished) grade next to building (HAG) 6.5 p feet ■ meters adjacent grade at lowest elevation of deck or stairs, including 6.2 support ■feet ■meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification I certify that the statement may Were latitude and is to be signed and sealed by a land surveyor, engineer, or architect authorized by information on this Certificate represents my best efforts to interpret the data available. be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to certify I understand elevation information. that any false here if attachments. longitude in Section A provided by a licensed land surveyor'? © Yes ■ No ■ Check Certifier's Name License Number Wesley P. Weitman GA Reg L. S. No. 3343 U R G 0 'V o. r P• TitleRegistered Land Surveyor - Statesboro Branch Survey Manager Company Name EMC Engineering Services, Inc. Address 1211 Merchant Way City State ZIP Code Statesboro Georgia 30458 Signs Date Telephone Ext. (-1 11-20-2018 (912) 7647022 Copy all pages Of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, (framed for each of the date pit elevation Item C2e at the and (3) building owner. Comments ( eluding type of equipment and location, per C2(e), if applicable) This building is a diagram 6 as it is constructed on piers. Item A8a is two separate duplex enclosures main floor divided by a solid block wall. The current enclosures include the a separate elevator shaft Item A8b is the total number of vents currently, 0 on each side. These vents are not yet in place as to be installed as per the contractor. Item C2a is the lowest slab elevation of A8a. Lowest elevator lowest habitable floor. Item C2d is marked as N/A, as the parking area is below the habitable floor. HVAC units are not yet in place as of the date of this certificate. Item C2h is the lowest adjacent grade Enclosure areas, venting and grading are subject to change upon final construction. elevator shaft) below the side unit (26 SF each). of this certificate, but are is 6.0'. Item C2b is the is marked N/A as the steps for the rear entrance. OMB No. 1660-0008 Expiration Date: November 30, 2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 177 Village Place Policy Number: City State ZIP Code Tybee Island Georgia 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. I gIWO Ill. ,.. ei -.a ,- -. • , ,, , _ . . 1.- , - ,,. dt. i ®ea,. __ iir.,. . , y L� 4 - x . -% ' 1 1 t� i _ . Photo One _,.... -,..rte Photo One Caption Front Right View - Photo taken November 16, 2018 Clear Photo One . el , 111- VP / f©� a ®� �. "0 IR 0 ti 0 I se0 {! . ,.. I g3,_ , _. J Pati f will 111 Photo Two Photo Two Caption Right Rear View - Photo taken November 16, 2018 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 177 Village Place Policy Number: City State ZIP Code Tybee Island Georgia 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. � �1 y� j t — *. $ a I _ '1 1} < F 1 'I • I{ Vy{ I Photo Three Photo Three Caption Rear Left View - Photo taken November 16, 2018 Clear Photo Three '- iit - • } 'rte — jai ,. IP •r Photo I ' . 1 t 411 - it Alakii f 1112111IL Four Photo Four Caption Left Front View - Photo taken November 16, 2018 Clear Photo Four BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Cross reference to Book 11(00 Page q4 - CITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: / 8 ^ ©,5—`S Property Owner: K a r >° h TD • l a- U' Yl Address: q PA"? V i to G e N ale - PIN: 4-Oo03-Ia-0t Legal: {,04- vi WARD. TYB ER is 10 c • 1 L. ac Base Flood Elevation at the site is 9 feet (NGVD) In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such. Signature of Property Owner Signature of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM Subscribed to and sworn before me this day of , 20 A• Notary Public Witness Signature My commission expires: Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantially improved within the 100 -year Floodplain below the Base Flood Elevation. A Non conversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICK UP DATE ISSUED: 08-3-2018 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 DUPLEX 9 VILLAGE PL A -B YAUN CONSULTING, LLC 4267 BELFAST RIVER RD RICHMOND HILL GA 31324 AMBY DEVELOPMENT INC 102 ENGLISH MANOR GUYTON GA 31312 P $12,836.25 4-0003-12-018 PROJECT VALUATION $500,000.00 2 - 3/4" WATER METERS PERMIT #: 180557 \c6 \(9 TOTAL BALANCE DUE: $ ;).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 unle.is 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 TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 / Phone 912.472.5030 • Fax 912.786.9539 ,,/ pages 1 - 7 of permit application Required submittals: ✓ 2 sets building plans 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees V 2 sets certified hydrology, drainage and erosion control plans $250 plan deposit (will be forfeited if project is abandoned) check # V: 0663 - La -o l s gook 3 o -p Street address 01141 e pia c,e /9/ PIN # NAME MAILING ADD Owner yr ! (//1/ C0I75W1l1y Lk- ) 457(4f4-5i4/vie/' / 1,11#11D n t, 1 ! 6413(3p/ Home: Cell: 9 az-- sc Architeor Engineer Engineer G % c 1 `'AV- q aAiHI bog d, 7 c1r7`//tom 1 64. 30967 Office: -- %6f �� Cell: Contractor 401 by bevel/of/nee/Li-1u', /09. e�,9/,s4i "I AO " 6ay'kty / 6/i= _ji.3i a— Office: Cell: go_ -567 - Check all that apply: New Construction ❑ Other ❑ Commercial Details of project: kOt,D/� Estimated cost of construction: $ Construction type: 1. wood frame 2. wood & masonry I E criciv h@gmai I. Cc tin ❑ Residential ❑ Single Family NIZ Duplex ❑ Multi -Family units A copy of the contract may be requested. (select appropriate number below) 3. brick veneer 4. masonry 5. steel & masonry 6. other: Lot area /76/10 sq. ft. # buildings I # units # floors am-- # bedrooms 31- # bathrooms ' - 3 # of egresses An elevator is not an accepted means of egress. Height <37 Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, _ c�HVVAC units, elevators, and similar appurtenances. Total heated/cooled square footage I `ITl FI od Zone (AE or VE) Base Flood Elevation f As -built setbacks: Front Rear �() Design Flood Elevation (BFE + 1 foot) Sides (L) %j (R) /0 Total driveway(s) width /0 feet # of openings 1 Culvert? / _ Swale? +' Number of off-street parking spaces Number of trees to be removed A separate tree removal permit is required. 3/10/2013 1 During construction on -site restrooms will be_pro i ed by Construction debris will be disposed by 5- ''-U iiy means of Section 22-169 — When active work ceases on the project for the day a SECURE COVE shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building fire shore protection and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1 -foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 b days to process. Signature of applicant: Printed name: Zoning District Approved zoning action? Verified street address Date: '-7/2— /// ------------------------------------------------------ The following will be completed by City of Tybee Island personnel. Flood Zone F BFE /1//q - YES If new, has it been reported to MPC, CRC, etc.? Number of egresses? c2 Average adjacent grade 5-..g feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning New g/.21/ 1/Existing Date DFE 1 FEES Permit Inspections Water Tap 34/" CC Recovery 02 Sewer Stub 4. " Aid to Construction Engineering SO, 00 .24-95. od is -66).0o 13'7 O.00 IOD.Da Co,�S Plan deposit refund / TOTAL /;8342 o2s 2 The following deficiencies are the most common 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 most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.gaswcc.orq/docs/field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://gaswcc.georqia.gov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. 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, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer February 2013 SIGNATURE OF ACKNOWLEDGEMEN Signature of contractor: 4 Printed name: Date: 3 Street address of project Plumbing company CITY OF TYBEE ISLAND P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 Water Tap and Sewer Stub Application 1°/:-e Go* /2 -7 GN he Plumbing contact person & phone numbers Name of property owner(s) Aad Phone numbers of property owner(s) Details of project Residential tepk?( Commercial office cell Yit) yn/ office —6Sc -0c5-K Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size i 3/4" 4» 1-1/2" 8" 2" cell Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at 912.472.5051 for line and tie-in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: Date: Printed name: Signature of contractor: Date: Printed name: 4 A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS 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 separate 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. Will the proposed project at ❑ Yes Description of alteration: — ( AC -e - street address of project require an infrastructure alteration permit? A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any 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 obtain a separate permit prior to performing any alteration in_cord, ce with these provisions. Signature of contractor: Printed name: Date: 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: 9 d,/i y< P/q' This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned 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 Tvbee Island prior to the structure being furnished and/or occupied. The owner and contractor are 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 may be revoked as circumstances dictate. Means shall be provided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State Energy Code Affidavit 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 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 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 (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: Printed name: / , r L Date: Signature of contractor: Date: Printed name: 6 Subcontractor List Street address of project: fLeetz-e-- Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company /c__e 670 - Cell number 9(c9 - Address �' Contact person ,,,,Take e►�� '/'` ct lec iZ 014444 Business type 2. Company /// .ate Address 59c?- 4< Contact person 3. Company 6 Address /6 0 1'.eba J Contact person A,7,4 0 4. Company / / Address 106 lf/C) 19g. Contact person 5. Company Address 01 if boa azi- ro7 Contact person 6. Company Address Contact person 74414 iteat o- a Office number Business type Cell number 9/07-6S% Office number Business type Cell number Office number Business type Cell number Office number Business type Cell number Office number Business type 3(309 Cell number gig------5,01-665,9- Office number qia- 7W"s.s� Meg -4; d A %,02-43 /-c3c Attach additional sheets if needed. 7 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 '7)57 Malta INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name l Date Needed Gen. Contractor Subcontractor Contact Information Project Address } q \c, Scope of Work Inspector ' /10 Date of Inspection / 7/3 // Inspection Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail Fee Project Address Scope of Work Inspector City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 mow mom — INTERNATIONAL CODE COUNCIL MEMBER t' Permit No. Date Requested II dr i Owner's Name Date Needed /11 r Lila - Gen. Contractor Subcontractor Contact Information 1'B VILA ibutp‘ex Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 MUM INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Pass El Fail DFee Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 wry INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection 9 14 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Owner's Name Gen. Contractor Contact Information City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 ERMA INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Inspection Pass El Fail ❑ Fee Date of Inspection Inspection Pass ® Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Pass El Fail Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 sulk Eltrai I@ITERNAPONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Owner's Name Gen. Contractor Contact Information III - ▪ - INTE:NATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection r Inspection PassEl F F. Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Owner's Name Gen. Contractor Contact Information Project Address rJ ► Scope of Work Inspector 1 -7 Inspection Pass Fail Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 NNW INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Inspection Date of Inspection 11) C) Pass I"'l Fail ❑ Fee ) -e' c-} 7 Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.corn/CreateApproval.aspx Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome lisaroseschaaf LL.! Inspection Agency Information: TYBEE ISLAND Enter Approval Details User ID: lisaroseschaaf Help Log Out Approval Information Inspector's Notes Inspection Agency ' Select One Inspector Select One Date 8/29/2018 3:04:18 PM Permit/Approval # " Type Select Type Classification Select One Electrician\Contact Contact Phone Wiring Approval Submitted Service Order Status Address Customer Name Phone Number Street # Unit/Suite/Lot# Street Name Also Known As Zip Select City Select Date Wiring Approval Number Select One State Select !Save & Copy Save Only Print Type Address Inspectors Note 9 VILLAGE Place. THIS WILL BE A NEW 08/29/2018 180557 T -Pole Tybee Island, GA DUPLEX Edit 31328 Submit 02011 Southern Company. All rights reserved. Privacy statement Terms of use 1 of 1 08/29/2018, 3:04 PM DATE ISSUED: 08-3-2018 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 # CITY OF TYBEE ISLAND BUILDING PERMIT NEW DUPLEX 9 VILLAGE PL A -B YAUN CONSULTING, LLC 4267 BELFAST RIVER RD RICHMOND HILL, GA 31324 AM BY DEVELOPMENT INC 102 ENGLISH MANOR GUYTON GA 31312 P $12,836.25 4-0003-12-018 PROJECT VALUATION $500,000.00 PERMIT #: 180557 TOTAL BALANCE DUE: $12,836,25 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com August 2, 2018 George Shaw, Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 9 A&B The Village Dear Mr. Shaw: I have reviewed the revised submittal from EMC. My review is limited to drainage issues and land disturbing activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation issues. I offer the clarifications that it's my understanding that: • The only proposed permanent driveway is the one to the south. The construction exit labeled on the north side of the lot has the same standard concrete symbols as the driveway to the south. • As no proposed elevations are shown on the north side of the house, post construction surface elevations in that area will remain the same as the predevelopment elevations shown on the topo. • Also, I didn't see the typical permeable/1" residential driveway compliance note on this plan. I'd recommend, as the Engineer and Owner/Contractor are the same as the one recently approved across the cul-de-sac, that permit be revisited also.. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion the drainage design complies with the requirements of the Land Development Code of the City of Tybee Island. As the additional lot eliminated a City R.O.W., this project was reviewed to individual lot standards. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. or other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, Downer K. Davis, Jr., P.E. 21803708 REScheck Software Version 4.6.2 Compliance Certificate Project Title: Yaun Residence Energy Code: Location: Construction Type: Project Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Lot # 177 Unit A Village Place Tybee Island, GA 31328 2011 Georgia State Minimum Standard Energy Code Tybee island, Georgia Single Family New construction Bldg. faces 135 deg. from North 21% 1851 2 Owner/Agent: Dick & Karen Yaun 4267 Belfast River Rd. Richmond Hill, GA 31324 912-507-2865 dickyaun@gmail.com Designer/Contractor: JoAnn Green JoAnn Green Designs, LLC 64 Edsel Drive Richmond Hill, GA 31324 912-756-6751 joann.green.designs@gmail.com Compliance. Passes us in • UA trade-off Compliance: 24.4% Better Than Code Maximum UA: 414 Your UA: 313 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.25 Assembly Gross Cavity Area or R -Value Perimeter Cont. R -Value Glazing UA or Door U -Factor Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 1: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Front Door 2: Glass SHGC: 0.22 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 2: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Back Door 3: Glass SHGC: 0.22 Orientation: Back Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left Side Window 3: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Left Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 4: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Front Door 1: Glass SHGC: 0.22 Orientation: Front 960 31.0 0.0 33 1181 37.0 0.0 37 192 13.0 0.0 9 63 0.270 17 21 0.290 6 192 13.0 0.0 7 84 0.270 23 21 0.290 6 405 13.0 0.0 29 54 0.270 15 195 13.0 0.0 13 15 0.270 4 20 0.290 6 Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit A.rck Page 1 of 6 Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall 180 13.0 0.0 12 Orientation: Back Window 5: Vinyl/Fiberglass Frame:Single Pane 30 0.270 8 SHGC: 0.26 Orientation: Back Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall 443 13.0 0.0 33 Orientation: Left Side Window 6: Vinyl/Fiberglass Frame:Single Pane 37 0.270 10 SHGC: 0.26 Orientation: Left Side Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 960 19.0 0.0 45 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit A.rck Page 2 of 6 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Project Type: New construction Building Orientation: Bldg. faces 135 deg. from North Glazing Area Percentage: 21% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-31.0 cavity insulation Comments. ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-37.0 cavity insulation Comments. Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments* ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments* ❑ Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments' ❑ Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments* Windows: ❑ Window 1: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 2: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. ❑ Window 3: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments* ❑ Window 4: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments' Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit A.rck Page 3 of 6 ❑ Window 5: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments' ❑ Window 6: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments' Doors: ❑ Door 2: Glass, U -factor: 0.290, SHGC: 0.22, Comments. ❑ Door 3: Glass, U -factor: 0.290, SHGC: 0.22, Comments. ❑ Door 1: Glass, U -factor: 0.290, SHGC: 0.22, Comments* Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: Li Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Li Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawlspaces) are weather-stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or equivalent baffle is installed to maintain insulation application. Required insulation values are as follows: (1) Hinged vertical doors have a maximum U -Factor of U-0.2 (R-5 minimum) (2) Hatches/scuttle hole covers have a maximum U -Factor U-0.05 (R-19 minimum) (3) Pull down stairs have a maximum U -Factor of U-0.20 with a minimum of 75 percent of the panel area having R-5 minimum insulation Li Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the insulation inward until it is at least 4 inches vertically above the top of the insulation. ❑ Masonry, site -built fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Li Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test conducted by a certified Duct and Envelope Tightness (DET) verifier. Materials Identification and Installation: Li Materials and equipment are installed in accordance with the manufacturer's installation instructions. L i Materials and equipment are identified so that compliance can be determined. L i Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit A.rck Page 4 of 6 Duct Construction and Testing: ❑ Building framing cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. ❑ Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B#and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). • Duct tightness test has been performed by a certified DET verifier and meets one of the following test criteria when tested at 0.1 inches w.g. (25 Pascals): (1) Rough -in total leakage test (RIT) with air handler installed: Less than or equal to 135.3 cfm (6 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (PCT; including air handler enclosure): Less than or equal to 270.6 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 180.4 cfm (8 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air -furnace, at least one programmable thermostat is installed to control the primary heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. • Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: • Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: • HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: • Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. • Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. • Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. Lighting, Power, Mechanical Requirements: ▪ A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancy/vacancy sensor or automated lighting control system, or can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit A.rck Page 5 of 6 (e) 60 lumens per watt for lamp wattage > 40 • Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed. • Central HVAC system does not use electric resistance as the primary heat source. Exceptions: Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996. Alterations to dwellings originally permitted before January 1, 1996. Other Requirements: ▪ Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: • A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment.. The certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit A.rck Page 6 of 6 ey 2011 Georgia State a _If Minimum Energy Code Insulation Rating R -Value Ceiling / Roof Above -Grade Wall Below -Grade Wall Floor Ductwork (unconditioned spaces): 37.00 13.00 0.00 19.00 Glass & Door Rating U -Factor SHGC Window Door 0.27 0.29 0.26 0.22 Envelope Tightness Test Results CFMso Total Conditioned Volume ACH50 DET Verifer (Name/Phone) Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: HVAC Loads Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handler CFM Load Calcs by (Name/Phone) Duct Tightness Test Results Test Type (PCO, PCT, RIT) CFM2s Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) Builder/Design Professional: Comments: Date *cite REScheck Software Version 4.6.2 Compliance Certificate Project Title: Yaun Residence Energy Code: Location: Construction Type: Project Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Lot # 177 Unit B Village Place Tybee Island, GA 31328 2011 Georgia State Minimum Standard Energy Code Tybee Island, Georgia Single Family New construction Bldg. faces 135 deg. from North 17% 1851 2 Owner/Agent: Dick & Karen Yaun 4267 Belfast River Rd. Richmond Hill, GA 31324 912-507-2865 dickyaun@gmail.com Designer/Contractor: JoAnn Green JoAnn Green Designs, LLC 64 Edsel Drive Richmond Hill, GA 31324 912-756-6751 joann.green.designs@gmail.com Compliance: passes usin • UA trade-off Compliance: 22.5% Better Than Code Maximum UA: 355 Your UA: 275 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.25 Assembly Gross Cavity Area or R -Value Perimeter Cont. R -Value Glazing UA or Door U -Factor Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 1: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Front Door 2: Glass SHGC: 0.22 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 2: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Back Door 3: Glass SHGC: 0.22 Orientation: Back Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left Side Window 3: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Left Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 4: Vinyl/Fiberglass Frame:Single Pane SHGC: 0.26 Orientation: Front Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 5: Vinyl/Fiberglass Frame:Single Pane 807 1127 192 21 42 192 42 21 340 36 195 60 180 30 31.0 37.0 13.0 0.0 0.0 0.0 13.0 0.0 13.0 0.0 13.0 0.0 13.0 0.0 0.270 0.290 0.270 0.290 0.270 0.270 0.270 27 35 11 6 12 11 11 6 25 10 11 16 12 8 Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit B.rck Page 1 of 6 SHGC: 0.26 Orientation: Back Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall 423 13.0 0.0 34 Orientation: Left Side Window 6: Vinyl/Fiberglass Frame:Single Pane 9 0.270 2 SHGC: 0.26 Orientation: Left Side Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 807 19.0 0.0 38 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit B.rck Page 2 of 6 REScheck Software Version 4.6.2 Energy Code: Location: Construction Type: Project Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Inspection Checklist 2011 Georgia State Minimum Standard Energy Code Tybee Island, Georgia Single Family New construction Bldg. faces 135 deg. from North 17% 1851 2 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-31.0 cavity insulation Comments' ❑ Ceiling 2: Flat Ceiling or Scissor Truss, R-37.0 cavity insulation Comments. Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. ❑ Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments. Windows: ❑ Window 1: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments. LI Window 2: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments* ❑ Window 3: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit B.rck Page 3 of 6 ❑ Window 5: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments. ❑ Window 6: Vinyl/Fiberglass Frame:Single Pane, U -factor: 0.270, SHGC: 0.26, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' Doors: ❑ Door 2: Glass, U -factor: 0.290, SHGC: 0.22, Comments' ❑ Door 3: Glass, U -factor: 0.290, SHGC: 0.22, Comments. Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawispaces) are weather-stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or equivalent baffle is installed to maintain insulation application. Required insulation values are as follows: (1) Hinged vertical doors have a maximum U -Factor of U-0.2 (R-5 minimum) (2) Hatches/scuttle hole covers have a maximum U -Factor U-0.05 (R-19 minimum) (3) Pull down stairs have a maximum U -Factor of U-0.20 with a minimum of 75 percent of the panel area having R-5 minimum insulation ❑ Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the insulation inward until it is at least 4 inches vertically above the top of the insulation. ❑ Masonry, site -built fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test conducted by a certified Duct and Envelope Tightness (DET) verifier. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit B.rck Page 4 of 6 ❑ Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B#and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Duct tightness test has been performed by a certified DET verifier and meets one of the following test criteria when tested at 0.1 inches w.g. (25 Pascals): (1) Rough -in total leakage test (RIT) with air handler installed: Less than or equal to 116.0 cfm (6 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (PCT; including air handler enclosure): Less than or equal to 232.1 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 154.7 cfm (8 cfm per 100 ft2 of conditioned floor area). Temperature Controls: • Where the primary heating system is a forced air -furnace, at least one programmable thermostat is installed to control the primary heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. D Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. • Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: • Heated swimming pools have an on/off heater switch. • Pool heaters operating on natural gas or LPG have an electronic pilot light. D Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. Lighting, Power, Mechanical Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancy/vacancy sensor or automated lighting control system, or can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 • Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed. • Central HVAC system does not use electric resistance as the primary heat source. Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit B.rck Page 5 of 6 Exceptions: Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996. Alterations to dwellings originally permitted before January 1, 1996. Other Requirements: Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment.. The certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Yaun Residence Report date: 06/12/18 Data filename: C:\RESCHECK FILES\Yaun-Unit B.rck Page 6 of 6 01`2011 Georgia State �� Minimum Energy Code Insulation Rating R -Value Ceiling I Roof Above -Grade Wall Below -Grade Wall Floor Ductwork (unconditioned spaces): 37.00 13.00 0.00 19.00 Glass & Door Rating U -Factor SHGC Window Door 0.27 0.29 0.26 0.22 Envelope Tightness Test Results CFM50 Total Conditioned Volume ACH50 DET Verifer (Name/Phone) Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: HVAC Loads Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handler CFM Load Calcs by (Name/Phone) Duct Tightness Test Results Test Type (PCO, PCT, RIT) CFM25 Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) Builder/Design Professional. Date. Comments: Lisa Schaaf From: Richard Yaun <dickyaun@gmail.com> Sent: Wednesday, August 01, 2018 6:25 AM To: Downer Davis; Lisa Schaaf Subject: Fwd: Tybee Attachments: 18-8523.700_Yaun Residence - Lot 177 Tybee Village ESPCP.PDF Forwarded message From: Ashton C. Byrne <Ashton Byrne@emc-eng.com> Date: Tue, Jul 31, 2018 at 3:23 PM Subject: RE: Tybee To: Richard Yaun <dickyaun@gmail.com> Dick, Attached is the revised plan. You should be good to go! Thanks! Ashton C. Byrne Geotechnical Engineer EMC Engineering Services, Inc. ENVIRONMENTAL • MARINE • CIVIL • SURVEY 4424 Columbia Road, Suite B Martinez, GA 30907 (706) 863-8010 Ext. 4006 (706) 863-8011 Fax (706) 401-9099 Cell Ashton Byrne@emc-eng.com WEBSITE: www.emc-eng.com NOTICE: This message may contain confidential and proprietary information, and is for use by the intended recipient. If you are not the intended recipient, any use or dissemination of this message is strictly prohibited. If you have received this message in error, please notify the sender immediately by reply email. Original Message From: Richard Yaun [mailto:dickyaun@gmail.com] Sent: Tuesday, July 31, 2018 10:19 AM To: Ashton C. Byrne 1 Lisa Schaaf From: Lisa Schaaf Sent: Tuesday, July 31, 2018 8:24 AM To: 'dickyaun@gmail.com' Subject: FW: 9 A&B Village Here are more comments from the City Engineer... Lisa From: Downer Davis <dkdbus@gmail.com> Sent: Thursday, July 26, 2018 10:42 AM To: Lisa Schaaf <Ischaaf@cityoftybee.org>; George Shaw <gshaw@cityoftybee.org> Subject: Re: 9 A&B Village Downer Davis <dkdbus Q[}gmail.co ii> to Lisa, George I have reviewed this latest submittal against the outstanding comments from the 13th. 1) The typical swale and berm section shows no relationship to the property lines. This clarity has been added. Comment satisfied. Jul 13 (13 days ago) 2) I don't have a problem with no legend, as responsible persons using this plan should know typical elevation and contour symbols and be able to distinguish between existing and proposed. But the small rectangular symbols on the south side lot line need clarification. They appear to be the center of berm, based on the proposed contours. Comment satisfied. 3) With the driveway edge at the north side lot line, proposed top of pavement elevations would be appropriate. Comment not satisfied. The concrete legend indicates a post development driveway will be installed. With the edge appearing to be at the north side property line, proposed elevations are required in detail enough to review the proposed flow in the common drainage easement along the north side. 4) Due to Tybee's experience with site contractors, some spot proposed top of berm elevations would be appreciated. The proposed contours provide clarity. Comment satisfied. 5) Due to the depth of the swales and the small size of the lot, I do not challenge the Engineer's decision to not submit drainage calculations. I have reviewed the swale calcs. Comment remains satisfied. 6) NEW COMMENT FOR CLARITY: The sideyard swales are the concern. The attached plat provided by the City could have been clearer, but is shows the northernmost and southern most 20' sideyard easements (centered on the property lines) to be for 1 Lisa Schaaf From: Lisa Schaaf Sent: Friday, July 13, 2018 11:35 AM To: 'dickyaun@gmail.com' Subject: FW: 9 A&B VILLAGE PLACE Hello, Here are the City Engineers comments. Thanks, Lisa L. Schaaf City of Tybee Island Planning and Zoning Office: 912.472.5033 Fax: 912.786.9539 lschaafPcityoftybee.org From: Downer Davis <dkdbus@gmail.com> Sent: Friday, July 13, 2018 9:52 AM To: Lisa Schaaf <Ischaaf@cityoftybee.org>; George Shaw <gshaw@cityoftybee.org> Subject: Re: 9 A&B VILLAGE PLACE I offer the following comments on the submittal I received on the 5th. 1) The typical swale and berm section shows no relationship to the property lines. 2) I don't have a problem with no legend, as responsible persons using this plan should know typical elevation and contour symbols and be able to distinguish between existing and proposed. But the small rectangular symbols on the south side lot line need clarification. They appear to be the center of berm, based on the proposed contours. 3) With the driveway edge at the north side lot line, proposed top of pavement elevations would be appropriate. 4) Due to Tybee's experience with site contractors, some spot proposed top of berm elevations would be appreciated. 5) Due to the depth of the swales and the small size of the lot, I do not challenge the Engineer's decision to not submit drainage calculations. Downer On Thu, Jul 5, 2018 at 3:51 PM, Lisa Schaaf <lschaaf@cityoftybee.org> wrote: i CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor#: 0 1-002055 Issued to: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA PURCHASE ORDER PO Number: 19-41524 This number must appear on all related correspondence, shipping papers and invoices. Date: 08/02/2018 Requisition #: 1 9-41524 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31328 Terms - Net 30 days UNE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 9A&B VILLAGE PLACE 100-7220-52-1203 INVOICE #21803701 DATED AUGUST 2, 2018 FOR DRAINAGE REVIEW. 1.75 HOURS @$175/HOUR =$306.25 Purchase Order void after 90 days. 0.00 306.25 Special Instructions: I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. TOTAL 306.25 Authorized by Date For the City of Tybee Island Supplier Acknowledgement Date DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus( cimail.com INVOICE August 2, 2018 Invoice #21803701 George Shaw Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 9 A&B The Village 07-00-2018 0.75 07-13-2018 0.50 07-26-2018 0.25 08-02-2018 0.25 hours Reviewed initial submittal Reviewed resubmittal Reviewed resubmittal Final review and concurrence 1.75 hours @ $175/hour = $306.25 Total Due This Invoice t\ -v rgo"r,4\' c;k' (-60-1v2,2P 00/t a°5 5� PERMIT NO,jo pdthM;r WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND AT ONCE UN ANY CONSTRUCTION, AL ITRATlON. REPAIR, OR [TJRTIIFR 1)SF Or THESE PRFMISF,S KNOWN AS LAiat - ITN-t'iL : (L(1a FL BEEN RUEl) AND APPROVED BY THE CITY OF TYRES ISLAND. ALL P RSON$, ACTING CONTRARY .CS) IllaNDSICE ORREMOVING OR MUTILATING IT NRE u.AiiL To SUMMARY ARREST IINI-FSS SUCH ACTION IS AITTHORIZED BY THE CITY OF TYRFF. ISI.ANT) Lisa Schaaf From: Sent: To: Subject: Downer Davis <dkdbus@gmail.com> Friday, July 13, 2018 9:52 AM Lisa Schaaf; George Shaw Re: 9 A&B VILLAGE PLACE I offer the following comments on the submittal I received on the 5th. 1) The typical swale and berm section shows no relationship to the property lines. 2) I don't have a problem with no legend, as responsible persons using this plan should know typical elevation and contour symbols and be able to distinguish between existing and proposed. But the small rectangular symbols on the south side lot line need clarification. They appear to be the center of berm, based on the proposed contours. 3) With the driveway edge at the north side lot line, proposed top of pavement elevations would be appropriate. 4) Due to Tybee's experience with site contractors, some spot proposed top of berm elevations would be appreciated. 5) Due to the depth of the swales and the small size of the lot, I do not challenge the Engineer's decision to not submit drainage calculations. Dovvner On Thu, Jul 5, 2018 at 3:51 PM, Lisa Schaaf <lschaaf@cityoftybee.org> wrote: Hi "i )owner, Here is another new Duplex. Lisa L. Schaaf City of Tybee Island Planning and Zoning Office: 912.472.5033 Fax: 912.786.9539 lsch.aafPcityoftybee.org 1 Lisa Schaaf From: Lisa Schaaf Sent: Thursday, July 05, 2018 3:52 PM To: 'Downer Davis' Subject: 9 A&B VILLAGE PLACE Attachments: 9A&B VILLAGE PL APP.pdf; 9A&B VILLAGE PLACE.pdf Hi Downer, Here is another new Duplex. Lisa L. Schaaf City of Tybee Island Planning and Zoning Office: 912.472.5033 Fax: 912.786.9539 lschaaf(&cityoftybee.org DE JOB # 63154-W1 CLIENT: BMC JOB NAME: YAUN REPAIR TRUSS NAME: F01 (2) NEW 4X2 SP #2 END VERTICALS 1.5x3 11 3 3x4 = 3x6 FP= 4 5 1.5x3 11 6 3x4= 1.5x3 I I 5x6= 4x8 = 1.5x3 I I 7 B 9 10 1' T2 9 19 18 3x6 5x8 - FP= 17 6x8 = 24" WIDE X 16" HIGH 23132° OSB (APA RATED) GUSSET EACH FACE 14-2-14 14-2-14 16 15 13 14 3x6 11 3x6 FP' 7x10 15-6-14 1140500-8-0P R4 5x6 11 21-1-12 5-1-8 REPAIR PROBLEM: STUB TRUSS AS SHOWN. REPAIR SOLUTION: INSTALL NEW END VERTICALS AS SHOWN. ATTACH OSB GUSSETS AS SHOWN USING CONSTRUCTION ADHESIVE AND 16d BOX (0.135" X 3.5'9 NAILS @ 4" OC THROUGHOUT OVERLAPPING CHORDS AND WEBS. STAGGER NAILS FROM ONE FACE TO THE OTHER TO PREVENT LUMBER SPLITTING. NOTE: THIS REPAIR MAY BE APPLIED TO TRUSSES F01 AND F07 FOR BMC JOB # TAUN REPAIR. THE FOLLOWING SHALL APPLY TO THIS TRUSS REPAIR UNLESS NOTED OTHERWISE ON THIS REPAIR DRAWING: 1. TRUSS REPAIRS ARE ALWAYS SUBJECT TO THE REVIEW AND APPROVAL OF THE PROJECT DESIGN PROFESSIONAL OF RECORD AND THE BUILDING OFFICIAL. 2. THIS TRUSS REPAIR IS PROVIDED BASED SOLELY ON INFORMATION PROVIDED BY THE CLIENT. IT IS THE RESPONSIBILITY OF THE CLIENT TO VERIFY THAT THE PROBLEM STATEMENT FOR THIS REPAIR CORRECTLY INTERPRETS THE REQUIRED SCOPE OF WORK AND TO NOTIFY DANSCO ENGINEERING (DE) OF ANY NECESSARY CHANGES. 3. DE HAS BEEN RETAINED AS A CONSULTING ENGINEER RESPONSIBLE SOLELY FOR THE STRUCTURAL REPAIR DESIGN OF THIS TRUSS. DE IS NOT RESPONSIBLE FOR PROPER IMPLEMENTATION OF THIS REPAIR. 4. MEANS AND METHODS OF CONSTRUCTION, TEMPORARY BRACING OF TRUSS SYSTEMS AND TEMPORARY SUPPORT FOR TRUSSES BEING REPAIRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. DESIGN OF PERMANENT BRACING OF TRUSS SYSTEMS AND CONNECTIONS OF TRUSS SYSTEMS TO SUPPORTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL OF RECORD. 6. ADHESIVE (GLUE), WHERE SPECIFIED ON THIS REPAIR DRAWING, SHALL CONFORM TO APA AFG-01 AND ASTM 03498. 7. REFERENCE ORIGINAL SIGNED AND SEALED TRUSS DRAWING FOR ADDITIONAL INFORMATION. 01,111 III Wit ft •• * S iii/+, • ��`�. 4. Go Dansco Engineering, LLC License Number PEF004848 Date: 12/17/2018 EMC ENGINEERING SERVICES, INC. ENVIRONMENTAL MARINE CIVIL SURVEY 4424 Columbia Road, Suite B Martinez, Georgia 30907 PHONE: (706) 863-8010 FAX: (706) 863-8011 www.emc-eng.com Hydraulic Report For Yaun Residence Tybee Island, GA EMC Project No. 18-8523 Prepared For: Yaun Consulting, LLC 4267 Belfast River Road Richmond Hill, GA 31324 Yaun Consulting, LLC Yaun Residence 4/23/18 Page 2 of 2 Hydraulic Summary The following calculations are for the proposed swale along the south side property line. These calculations utilize Hydraflow Storm Sewers Extension for AutoCAD 2017 software to determine the hydraulics of the systems for the 25 -year storm event. The hydrologic calculations show that for the 25 -year storm event, the drainage area for the swale will create 0.43 cfs of runoff and the proposed swale will have a maximum water depth of 0.25 feet. Also shown are calculations for the swale at a maximum depth of 0.5 feet, which show that the swale, at a maximum, can safely convey 2.89 cfs. Hydrology Report Hydraflow Express Extension for Autodeske AutoCAQ® Civil 3D® by Autodesk, Inc, Proposed Swale Hydrology Hydrograph type Storm frequency (yrs) Drainage area (ac) Rainfall Inten (inihr) IDF Curve = Mod Rational = 25 = 0.050 = 12.272 = Hydraaow-Tybee lsland.IDF Peak discharge (cfs) Time interval (min) Runoff coeff. (C) Tc by User (min) Storm dur factor Monday, Apr 23 2018 = 0.430 = 1 0.7 = 5 = 1.44 Q (cfs) 0.50 0.45 Hydrograph Volume - 129 (cult); 0.003 (aeft) Runoff Hydrograph 25-yr frequency 0.40 - 0 5 Q (cfs) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.05 0.00 10 Time (min) -- Runoff Hyd - Qp = 0.43 (cfs) Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 30® by Autodesk. Inc, Monday, Apr 23 2018 Proposed Swlae-Actual Triangular Highlighted Side Slopes (z:1) = 4.00, 4.00 Depth (ft) = 0.25 Total Depth (ft) = 0.50 0 (cfs) = 0.430 Area (soft) = 0.25 Invert Elev (ft) = 5.50 Velocity (Ns) = 1.72 Slope (%) = 1.00 Wetted Perim (ft) = 2.06 N -Value = 0.020 Grit Depth, Yc (ft) = 0.24 Top Width (ft) = 2.00 Calculations EGL (ft) = 0.30 Compute by: Known Q Known Q (cfs) = 0.43 Elev (ft) Section Depth (ft) 7.00 6,50 6.00 5.50 1.50 1.00 0,50 0.00 5.00 0 .5 1.5 2 2.5 3.5 4 4.5 0.50 Channel Report Hydrafiow Express Extension for Autodeske AutoCA[3® Civil 3 Proposed Swlae-Full y A . Inc. Triangular Highlighted Side Slopes (z:1) = 4.00, 4.00 Depth (ft) Total Depth (ft) = 0.50 Q (cfs) Area (sqft) Invert Elev (ft) = 5.50 Velocity (ftis) Slope (%) = 1.00 Wetted Perim (ft) N -Value = 0.020 Crit Depth, Yc (ft) Top Width (ft) Calculations EGL (ft) Compute by: Known Depth Known Depth (ft) = 0.50 Elev (ft) 7.00 6.50 6.00 Section Monday, Apr 23 2018 0.50 2.888 1.00 = 2.89 4.12 0.50 4.00 = 0.63 Depth (ft 1.50 1.00 0.50 0.00 5.00 1.5 2 2.5 3.5 4 4.5 5 -0.50