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HomeMy Public PortalAboutSECOND AV_211.pdfCity 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 Permit No. !3 "70 0 Owner's Name c.- Date Requested Date Needed ubcontractor 1 r") , Gen. ContractoridtdeOIi(4TQ Contact Information Project Address Scope of Work Inspector Inspection Pass Miek NMI* INTERNATIONAL CODE COUNCIL MEMBER is % /i3 *CQsJ L e661/R ,roU& T t1T!No Date of Inspection Fail El Fee Inspection Inspection Inspection Pass El Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee DATE ISSUED: 11 -5 -2013 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 REPAIR FOUNDATION 211 SECOND AVE CHAPEL BY SEA - PARSONAGE PO BOX 235 TYBEE ISLAND GA 31328 -0235 LOWCOUNTRY BASEMENT SYSTEMS P.O. BOX 1906 RINCON GA 31326 P $ 142.00 4- 0004 -10 -008 PROJECT VALUATION $12,160.00 PERMIT #: 130700 TOTAL BALANCE DUE: $ 142.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org City of Tybee Island, Georgia 912 - 472 -5030 • Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT Property Address: o% // o% has •6' S. _ PIN: `7-o0o - /0 - 00�i s. Single Family Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled ❑ Demolition or Relocation ❑ Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site/ Plan Approval. Details of Project: Zis7'� �I pusti pl',r S' fo k e p / r -f D y{-�'1 Gf'Dlc 7'/`7i�,a ct not S thliie horn &� Estimated Cost of Construction: $ / &Q . (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: I 611 q Listed on National Historic Register or located within a National Historic District? Y / N • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by N er by means of N/A . I understand that I must comply with zoning, flood damage ontrol, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage imp- red by this permitted construction. Date: i1/)/, 3 Signature: Pfinted ame of Applicant: hlP 40/9 es Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signature Date FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Name Mailing Address Telephone Owner CIlapel bd the Sea, P o. -1304 035 T� � Ts. lad 8 328 Home: q1Q - QaJ/- /9y Cell: Architect or Engineer yryla i ens; n,en;9 Qo6 Park Gerrfra I ,:tsf --r-e. 1112 Ser rig -eldi /no 18 1Oa Office: 4/7 - g3/ -5350 Cell: Contractor tOul emi/Z� -8tcSe Men,- 6- 143/ent S �, O, �6 K 1q00 �Ir1Con �A 3/3Z7 Cell: q /a -ya7 -7827 Cell: s. Single Family Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled ❑ Demolition or Relocation ❑ Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site/ Plan Approval. Details of Project: Zis7'� �I pusti pl',r S' fo k e p / r -f D y{-�'1 Gf'Dlc 7'/`7i�,a ct not S thliie horn &� Estimated Cost of Construction: $ / &Q . (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: I 611 q Listed on National Historic Register or located within a National Historic District? Y / N • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by N er by means of N/A . I understand that I must comply with zoning, flood damage ontrol, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage imp- red by this permitted construction. Date: i1/)/, 3 Signature: Pfinted ame of Applicant: hlP 40/9 es Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager Signature Date FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * ** BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org /dots /field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the 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 spring, Type C or A. /` Signat re or re ipt of Lead Paint, Asbestos, and BMP notices Date /6 l3 10SfrO ihicaf figigej rented Nat- 7,3 ,0700 City of Tybee Island, Georgia 912 -472 -5030 Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT Property Address: 07 / / a h 46, k & / l� b S', _ PIN: 11-D 0011- /10 - 00' Single Family Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled ❑ Demolition or Relocation ❑ Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: Y1 s14, 1I pkSIi piers- v V-e r et 1 r - pcn d a - j'0-v a n d Sabli7e horn. Estimated Cost of Construction: $ /vQ i 00 . it (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. /ice �9.�1 Year Built: / Listed on National Historic Register or located within a National Historic District? Y I N • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by N by means of 11)/lk . I understand that I must comply with zoning, flood damage ntrol, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage imp- red by this permitted construction. Date: 10 a3 /,3 Signature: Pfinted ame of Applicant: p., `. hiP.i 1.1019 es Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Signat ,- Planning & Zoning Manager . ��,, _ _►�_ /� Building Official Water /Sewer Storm /Drainage City Manager FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Name Mailing Address Telephone Owner Cna e/ b(j me: Ser% P o. -130X Q35 Tab Th- l 8 a2r3 Home: Ala - apt/- /94 Cell: Architect or Engineer ►-inYn%i ens).neeri9 Q06 Pail' CenfraI iasf sue. 1112 Sen. rj f peldd ino [a 510a Office: 4!7'8'3/ -5351) Cell: Contractor 101Ajne !'' Se /'yLQri� cSyfJt`LIYLcS Pia-lox 1 gotp IC incon kA sooty_ Office: C1 to - �ja-7 -7g2? Cell: Single Family Duplex ❑ Multi - Family units ❑ * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated /cooled ❑ Demolition or Relocation ❑ Other * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: Y1 s14, 1I pkSIi piers- v V-e r et 1 r - pcn d a - j'0-v a n d Sabli7e horn. Estimated Cost of Construction: $ /vQ i 00 . it (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. /ice �9.�1 Year Built: / Listed on National Historic Register or located within a National Historic District? Y I N • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through . Construction debris will be disposed by N by means of 11)/lk . I understand that I must comply with zoning, flood damage ntrol, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage imp- red by this permitted construction. Date: 10 a3 /,3 Signature: Pfinted ame of Applicant: p., `. hiP.i 1.1019 es Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Signat ,- Planning & Zoning Manager . ��,, _ _►�_ /� Building Official Water /Sewer Storm /Drainage City Manager FEES Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Project: Chapel By The Sea Parsonage 211 2nd Avenue TYBEE ISLAND, GA 31328 Foundation Loading Calculations and Pier Calculations Contractor: Lowcountry Basement Systems 124 Goshen Rd. Ext RINCON, GA 31326 Calculations Prepared by: Scott Murphree- Roberts, PE Georgia License No. PE035960 R� C/). ��\STER� P o No. PE035960 PROFESSIONAL Date: October 25, 2013 Hayman Engineering 205 Park Central East, Ste 412 Springfield, MO 65802 (417) 831 -5550 engineer @haymanengineering.com HE13100054 Page 1 of 6 Design Notes Owner: Chapel By The Sea Parsonage Address: 211 2nd Avenue City, State, ZIP: TYBEE ISLAND, GA 31328 PN: HE13100054 1 These calculations provided in support of a contract between the contractor and the owner. The calculations are to provide engineering design and review of the proposed scope of work provided in the terms of the contract. This design represents a proposed solution agreed upon in the contract used to address the areas of concern identified to the engineer. The owner should be alert to possible changes to the condition of the structure and continue to monitor the building's condition. 2 Hayman Engineering warrants that this design is based on sound engineering principles but makes no warranty or guarantee regarding the work performed by the Contractor. 3 This design is based on information supplied by the Contractor. Field verify that no system's placing violates the notes in this drawing set. 4 Install the system shown in accordance with the manufacturer's recommendations. 5 The building weight assumptions used to calculate pier load are estimates. Drive each pier until a slight lifting of the building occurs to indicate that the structure's load has transferred from the soil to the pier. Page 2 of 6 Foundation Load Calculation Owner: Chapel By The Sea Parsonage Address: 211 2nd Avenue City, State, ZIP: TYBEE ISLAND, GA 31328 PN: HE13100054 Calculate linear load on foundation perpendicular to roof ridge Half Width Calculate Snow Load: Stories If pitch < =1/2 in 12 and pg < =20, Basement Ht pf = I x pg not used Backfill Ht If pitch < =1/2 in 12 and pg >20, Side wall Ht pf = 20 x I not used Roof pitch in 12 Else use Pf from Eq 7 -1 rafter length +1 15 1 2.5 1 9 4 16.8 County: CHATHAM pg: 0 psf, ground snow load Pf = 0.7 x Ce x Ct x I x pg, Eq 7.3 -1, Flat Roof Snow Load, ref ASCE -7 -10 Ce: 1 Table 7 -2 Ct: 1 Table 7 -3 1 Table 1.5 -1 Pf = 0 psf Ps = Cs x Pf Sloped Roof Snow Load, Eq 7.4 -1 Cs: 1 7.4.1- 7.4.2, assume 1.0 to be conservative Ps = 0 psf RUNNING TOTAL Shingle ROOF Metal Roll Wood Comp Clay tile Deck Snow rafter 0 0 1 0 0 0.0 0.0 0.0 33.6 0.0 31.6 0.0 43.7 109 ATTIC LL Ins Sheetrock Joists with steps 0 0.0 0.0 0.0 0.0 without steps 0 0.0 0.0 0.0 0.0 0 0 SIDEWALLS Brick CMU Siding Stucco Studs Sheetrocklnsulation 0.0 0.0 1.0 0.0 0.0 0.0 11.3 0.0 14.4 22.5 22.5 71 FLOORS LL Finish Joists Sub 300.0 112.5 19.5 16.9 449 BSMT WALL Conc CMU Limest Footing 1 0 0 ht width Thickness= 8 8 16 250.0 0.0 0.0 133.3 Assumed footer size OVERBURDEN (lip in inches) 4 (half the difference between ftr width and wall thickness) 1 91.7 Page 3 of 6 383 92 PLF ON FOUNDATION 1,103 Pier Load Calculations Owner: Address: City, State, ZIP: PN: Chapel By The Sea Parsonage 211 2nd Avenue TYBEE ISLAND, GA 31328 HE13100054 Calculate moment and shear strength in wall to get max spacing. Enter load per linear foot (calculated elsewhere): w - total plf 1,103 plf Calculate Strength of Unreinforced Section Foundation dimensions Note: For thickened slab, enter thickening as footer and slab as wall) T= H= S= B= o= 8 in (thickness of wall) 30 in (ht of wall) 8 in (ht of footer) 16 in (width of footer) 38 in (total ht of foundation) Centroid sum (AiYi)/ sum(Ai) d -(d ^2 * t + s ^2 8 (b- t)) /(2 * (b * s + h * t)) 21.61 in Moment of Inertia (I) = I stem = parallel axis I footer = parallel axis I= S= f'c = Mn = Mu = 18,000 10,482 683 19,654 48,818 2,259 In ^4 In ^4 In ^4 In ^4 In ^4 in ^3 - I/c 2,500 psi — (assume 1,500 for CMU, 2,500 for conc) 47,067 ftlb- 5xsgrt(f'c)xS 30,593 ft lb - 0.65 x Mn Note: Assumes homogeneous material in wall & footing. If L allow below is no good, consider f'c = 2,500 in footer d Calculate Strength of Reinforced Section Note: This analysis neglects the "ears" of the footer, using wall thickness as "b" and assumes 3" clear to the steel. fy: ki: As: phi: qmax = q= Mu = Ma = Mx = 40,000 psi 0.85 0 in ^2, assume none 0.9 0.371 = 0.6375 *k1 *(87,000/(87,000 +fy) 0.000 = [As /b *d] *fy /fc 0 ft Ib, phi *As *fy *d(1- 0.59q) 0 ft lb allowable, Mux0.65 30,593 ft Ib, Max of unreinforced and reinforced Page 4 of 6 Pier Load Calculations Owner: Address: City, State, ZIP: PN: Chapel By The Sea Parsonage 211 2nd Avenue TYBEE ISLAND, GA 31328 HE13100054 Calculate maximum span to achieve Moment strength Mx = (wl "2)/8 L allow = 14.90 ft - sqrt(8M/w) Calculate Individual Pier Loadings and Drive Requirements Pier Type: Factor of Safety: Eff Head Area (EH) K: Pier Allow. Ld: Pier Allow. T: Max Pier Space: Max Rec Space: Push (Push or Helical) 1.5 (1.5 for Push, 2 for Helical) 9.62 sq in (head area for push piers) 9 1 /ft (torque correlation factor for helical piers) 34,000 Ibs, per mfr literature n/a ft-lb, allowable torque if helical 14.90 ft; min of (Pier Allow /w) and L allow 8 ft unless noted otherwise Pier No. Spacing (ft) Linear Load (psf) Load Drive psi req'd Comments Allow (Ibs) Ck Ult (Ibs) 1 5.83 1,103 6,430 OK 9,646 1,003 2 9.08 1,103 10,015 OK 15,023 1,562 3 9.08 1,103 10,015 OK 15,023 1,562 4 9.67 1,103 10,666 OK 15,999 1,663 5 9.67 1,103 10,666 OK 15,999 1,663 6 6 1,103 6,618 OK 9,927 1,032 7 6 1,103 6,618 OK 9,927 1,032 8 6 1,103 6,618 OK 9,927 1,032 9 6 1,103 6,618 OK 9,927 1,032 10 6 1,103 6,618 OK 9,927 1,032 11 12 13 14 15 16 17 18 19 20 Max: 9.67 OK 10,666 15,999 1,663 Page 5of6 Pier Load Calculations Owner: Address: City, State, ZIP: PN: Chapel By The Sea Parsonage 211 2nd Avenue TYBEE ISLAND, GA 31328 HE13100054 Check shear for foundation section (assumes no shear reinforcing) Concrete: Vc =4 /3x phi x(sgrt fc)xbxh Sect Other above 0.65 0.65 Phi = (sgrt fc) _ Footer shear strength: Hf = s -2 Bf = Vf = Wall shear: Hw = Bw = Vw = 50 50 (min of fc ^0.5 and 100) 6 in (reduction accounts for uneven excavation) 16 in (from above) 4,160 0 lb 30 8 10,400 in (from above) in (from above) 0 lb Conc. Vu tot = 14,560 0 lb (total allowable shear in the concrete) Page 6 of 6 7 HAYMAN ENGINEERING ENGINEERING GONE RIGHT . . NOWT COOE NOTES' Model Code: International Residential Code, R301.2(1) Contractor shall meet all local, state, and federal building code requirements. ZENERAL NOTES 1. This document set contains an engineering design that addresses specific areas of a foundation needing repair. The areas addressed are those of greatest concern to the owner. The scope of work may not address all areas needing attention. Additional work may be added to the contract for construction when deemed appropriate and dependant on the results of initial work. The owner should be alert to possible changes to the condition of the structure and continue to monitor the building's condition. 2. Hayman Engineering warrants that this design is based on sound engineering principles but makes no warranty or guarantee regarding the work performed by the Contractor. 3. This design is based on information supplied by the Contractor. Field verify that no system's placing violates the notes in this drawing set. 4. Install the system shown in accordance with the manufacturer's recommendations. 5. Contractor is responsible for obtaining all permits. prt Detailed Work Area Front 2nd Ave. Overall Building SCALE: NTS HAYMAN ENGINEERING, INC. 205 Park Central East, Suite 412, Springfield, MO 65806 M.S. Murphree— Roberts, Registered Professional Engineer, Lic. No. PE035960 Phone: (417) 831 -5550 engineer ©haymonengineering.com Fax: (417) 831 -5551 www.haymanengineering.com 1 Cover FOUNDATION WORK BY: LOWCOUNTRY BASEMENT SYSTEMS 1 24 GOSHEN ROAD EXT. RINCON, GA 31 326 1-912-927-7E127 Owner: Chapel by the Sea Address: 211 2nd Ave. Tybee Island, GA 31328 Job No.: HE13100054 Date: 10/25/13 Dwn By: CLD Chkd By: SMR 10/25/13 GENERAL NOTES 1. System spacing is based on the following notes and assumptions. If field conditions differ, notify Engineer before placing piers. 2. Structure: - Foundation: wall w/ 24Wx16D spread footing - Ext. siding: brick - Roof: asphalt shingles - Exist. structure is generally in good condition. 3. Place piers directly under concentrated load points such as beam pockets, interior load - bearing walls that meet the ext. foundation. interior columns. etc. 4. Place piers on both sides of doors. windows, and other wall openings. Do not place piers under wall openings. 5. Place piers w /in 3' of both sides of significant vertical cracks in the foundation wall. A significant vertical crock is one that eliminates the foundation's ability to transfer load across the crack. -/ w CO 1 z 0z w U) SEE NOTE 5 6' -O" SEE NOTE 5 6' 0" I 6' -0" —/ CRAWLSPACE FOUNDATION: INTERIOR PARTITIONS NOT SHOWN PUSH PIER TYP 14' -6" 9' 1 " 5' 10 " —/ 1'- 6".F —� 7 CONCRETE SLAB FIELD VERIFY DOOR LOCATION Detailed Work Area SCALE: NTS HAYMAN ENGINEERING, INC. 205 Park Central East, Suite 412, Springfield, MO 65806 M.S. Murphree— Roberts, Registered Professional Engineer, Lic. No. PE035960 Phone: (417) 831 -5550 engineer@hayrnanengineering.com Fax: (417) 831 -5551 www.haymanengineering.com 2 Plan FOUNDATION WORK BY: LOWCOUNTRY BASEMENT SYSTEMS 1 24 GOSHEN ROAD EXT. RINCON, GA 31 326 1912"92771327 Owner: Chapel by the Sea Address: 211 2nd Ave. Tybee Island, GA 31328 Job No.: HE13100054 Date: 10/25/13 Dwn By: CLD Chkd By: SMR 10/25/13 PP288 PUSH PIERS — Load: Install to a minimum ultimate capacity of 16 KIPS and 1675 PSI. — Steel: 2 -7/8" round galvanized steel. 1. Install in accordance with manufacturer's installation instructions. 2. Push the pier tubes using structure weight as reaction moss until structure lifts slightly to indicate that load has transferred from surrounding soil to push pier. 3. If load transfer occurs before listed pressure Is reached, driving may cease, and listed pressure is waived for that pier. 4. Do not lift structure beyond load transfer point. concrete — Strength: 2500 PSI min at 28 days — Slump: 4" max — Air entrainment: 4 -6% — Code: All concrete work shall conform to the latest ACI codes. SAWCUT AND REMOVE REPLACE CONCRETE PATIO AS NECESSARY WORKING TRENCH CRAWL SPACE FOUNDATION WALL 3' LONG, HSS 2 "x6 "x1/4" STEEL SUPPORT BEAM. STEEL SHALL BE ASTM A500 GRADE B FY =46 KSI Detail — Pier TRIM PORTION OF FOOTING TO FIT BRACKET UNDER WALL LOW — PROFILE FOUNDATION BRACKET PIER SHAFT: SEE NOTES SCALE: NTS TRIM PORTION OF FOOTING TO FIT BRACKET UNDER WALL WORKING TRENCH FOUNDATION WALL 3' LONG, HSS 2 "x6 "x1/4" STEEL SUPPORT BEAM. STEEL SHALL BE ASTM A500 GRADE B FY =46 KSI J Detail — Pier SCALE: NTS LOW— PROFILE FOUNDATION BRACKET PIER SHAFT: SEE NOTES HAYMAN ENGINEERING, INC. 205 Park Central East, Suite 412. Springfield, MO 65806 M.S. Murphree— Roberts, Registered Professional Engineer, Lic. No. PE035960 Phone: (417) 831 -5550 engineer @haymanengineering.com Fax: (417) 831 -5551 www.haymanengineering.com 3 Details FOUNDATION WORK BY: LOWCOUNTRY BASEMENT SYSTEMS 1 24 GOSHEN ROAD EXT. RINCON, GA 31 326 1 -91 2- 927-7827 Owner: Chapel by the Sea Address: 211 2nd Ave. Tybee Island, CA 31328 Job No.: HE13100054 Date: 10/25/13 Dwn By: CLD Chkd By: SMR R� �i Q�GISTE,9 . No. PE035960 PROFESSIONAL Q 10/25/13 Oct1 /1;31O:4/a Lou & Sue Ott p.1 Lowcountry Basement Systems Basement, Crawl Space & Foundation Specia li We make foundations better! wew.LewcouttsyBasementcom ' (888) 520-0550 (912) 927 -7827 ▪ 124 Goshen Rd. Ext. PC Box 1906 Rlrtcon, GA31328 FM: (812) 826 -07T7 PROPOSAL DATE: SUBMfTTED TO: ADDRESS: JOB LOCATION: 10/15/2013 David Laughner 211 2nd Avenue Tyboe 1 211 2nd Avenue Tybee I Stab System Features Geo-Loot Anchors 11;016' Earth Anchor Extenslat _ _ Hldo-A -Way Anchor Cover, , - -- -Tightening Kit - GL Helical Anctier 8' Hellcat Extenslas 3' PowerSrace 8' _ . Joist Reinforcement Cross Beam Support Tlghterti g Kit - PB CerbonAnnor 3" Push Pier Low Profile Bracket 3,5 Push Pier 4" Push Pier 3' Heine! Pier Standard Bracket 3 5' Helical Pier Slab Pier Push Void Fit Cast -in -Place Footing Supplemental Beam Drywall Removal Concrete R & R Per Pt; Smartiadc 1-3' Expansion Joint Permits& Englneertng 10 rcrbnian r r ^r: $UPPORI;WOP. stand GA 31325 stand GA 31328 Well Excavation 0-5 Pier Excavation 0-5' Sertrytwei. Exterior Drainage LawriScape Outlet Red Tote, black (pe• t) Mobiizstion Custom 3 Custom 4 Custom 5 Custom 6 Custom 7 Custom 8 Cistern 9 Custom 10 Custom 11 Custom 12 Cistern 13 Ossfom 15 Custom 16 Custaa 17 Custorn 18 Custom 18 5% Churdi discount 30 ._.J 12800 EMAIL: HOME: WORK: CELL FAX: For Ott us Use Oily INSTALLATION DATE: DETAILED DRAWING ATTACHED Type of wall: Brick Existing wan finish: She etrock Existing Door finish: Carpet,Yle 'Total depth per pier included in price: 35ft Each addl foot at add'I cost of $18.00 We Propose To raatsh material a tabor .canptace to acstlartce wren arrow spaonra4ana for the turn at MyBasement Price MyCrawispace Price MySlab Price Total Contract Price Deposit Required 20 % Deposit Paid Due Upon Installation $ 0,00 $ 0.00 $ 12180.04 S 12180.00 $ 2432.00 $ 0.00 $ 12160.00 Any alteration from the above specifications and corresponding price adjustment (if necessary) will be made only at the Customer's request or approval. Completing the worts In this Proposal at the time scheduled is contingent upon accidents or delays beyond our control. This Proposal is based primarily on the Customer's desolation of the problem. This Proposal may be withdrawn If not accepted by the Customer within 120 days. Authorized signature: �-' Dana /0/1 7/ CCU Acceptance of Contract— I am/we am aware of and agree to the contents of this Proposal, the attached Job Detail sheet(s), and the attached Limited Warranty, (together, the "Contract"). Unless otherwise noted above, I em /we are aware the total depth per pier included In the Total Contract Price is 25 it per Push Plea and/or 14 ft per Hellcat Pier. Each additional foot will be an adc5tlonal cost of $20 per foot/per pier. You are authorized to do the work as specified In the Contract. Uwe will make the payment set forth in this Contract at the time It is due. i/We will pay your service charge of 1 -1/3% per month (16% per annum) if my /our account is 30 days or more past due, plus your ettomey's fees and costs to coiled and enforce thp Contra Signature X: `r2 A `yep Signature X:•d iriat.1- Jar AP49-rri -e>.•‘-- Date /D-16 -� 3 Date /o - / , g Cast char ac bok.e 'Pets Non •bon Customer Is aware of Pier Depth Clause PAGE 1OF5 i I- U z 0 U Lowcountry Basement Systems Basement, Crawl Space & Foundation Specialists We make foundations better! www.LowcountryBasomont.com (888) 520-0550 (912) 927-7827 124 Goshen Rd. Ext. PO Box 1906 Rincon, GA 31326 FAX: (912) 826 -0777 PROPOSAL DATE: 09/04/2013 SUBMITTED TO David Laughner ADDRESS: 211 2nd Avenue Tybee Island GA 31328 JOB LOCATION: 211 2nd Avenue Tybee Island GA 31328 Slab System Features Geo -Lock Anchors 16 "x16" Earth Anchor Wall Excavation 0.5' 6' Extension Pier Excavation 0•5' Hide -A -Way Anchor Cover Sentry Seal Tightening Kit - GL Exterior Drainage Helical Anchor 8" Helix LawnScape Outlet ' Helical Extension 3' Rect Tube, black (per ft) 30 PowerBrace 8' Mobilization 1 Joist Reinforcement Custom 3 Cross Beam Support Custom 4 Tightening Kit - PB Custom 5 CarbonArmor Custom 6 3" Push Pier Low Profile Bracket 10 Custom 7 3.5" Push Pier Custom 8 4` Push Pier I Custom 9 3" Helical Pier Standard Bracket Custom 10 3.5" Helical Pier Custom 11 Slab Pier Push ' Custom 12 • Void Fill Custom 13 Cast -in -Place Footing Custom 14 Supplemental Beam Custom 15 Drywall Removal Custom 16 Concrete R & R Per Pier 3 Custom 17 SmartJack 1 -3' Custom 18 Expansion Joint Custom 19 Permits & Engineering 1 Custom 20 EMAIL: HOME. WORK: CELL: FAX. INSTALLATION DATE: DETAILED DRAWING ATTACHED Type of wall: Existing wall finish: Existing floor finish: Total depth per pier included in price: Each add' foot at add' cost of: We Propose To finish material & labor - complete in accordance with above specifications, for the sum of MyBasement Price $ 0.00 MyCrawlspace Price $ 0.00 MySlab Price $ 12800.00 Total Contract Price $ 12800.00 Deposit Required 30 % $ 3840.00 Deposit Paid $ 0.00 Due Upon Installation $ 12800.00 Any alteration from the above specifications and corresponding price adjustment (if necessary) will be made only at the Customer's request or approval. Completing the work in this Proposal at the time scheduled is contingent upon accidents or delays beyond our control. This Proposal is based primarily on the Customer's description of the problem. This Proposal may be withdrawn if not accepted by the Customer within 120 days. Authorized signature: Date Acceptance of Contract— I am/we are aware of and agree to the contents of this Proposal, the attached Job Detail sheet(s), and the attached Limited Warranty, (together, the "Contract "). Unless otherwise noted above, I am /we are aware the total depth per pier included in the Total Contract Price is 25 ft per Push Pier and /or 14 ft per Helical Pier. Each additional foot will be an additional cost of $20 per foot/per pier. You are authorized to do the work as specified in the Contract. I /we will make the payment set forth in this Contract at the time it is due. I /we will pay your service charge of 1 -1/3% per month (16% per annum) if my /our account is 30 days or more past due, plus your attorney's fees and costs to collect and enforce this Contract. Signature X: Date Signature X: Date Customer has received a copy of the X "Foundation Repair Science" book. Customer is aware of Pier Depth Clause X PAGE 2 OF 6 _ If1R IIPTA JOB LOCATION: 211 2nd Avenue Tybee Island, GA 31328 ALA-0? Alf • t I LABELS: SPECIFICATIONS: 1. Install Push Pier(s) to support the foundation as shown on job drawing using a low profile bracket. Final Location of pier(s) is subject to field conditions. 2. Remove and replace concrete as indicated on job drawing. 3. Acquire appropriate permits and engineering as per local building code. 4. Install rectangle tube as indicated on drawing. 5. Mobilization 6. c 7. Crack 8 Drop 9. 3' ST 10. c CONTRACTOR WILL: CUSTOMER WILL: ADDITIONAL NOTES: PAGE 3 OF 6 i JOB LOCATION: 211 2nd Avenue Tybee Island, GA 31328 3' Push Pier- Low Profile Concrete R & R Permits & Engineering PAGE 4 OF 6 ILowcountry Basement Systems LIMITED WARRANTY Standard Exclusions Permitted By State Law — This Foundation Limited Warranty ( "Warranty ") is made in lieu of and excludes all other Zwarranties, express or implied, and all other obligations on the part of the contractor ( "Contractor') to the customer ("Customer"). There are no other verbal or written warranties, no warranties which extend beyond the description on the face hereof, and NO WARRANTIES OF EXPRESS OR IMPLIED MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Some states do not allow the exclusion or limitation of certain warranties, so some of the above exclusions and limitations may not apply to Customer. N General Terms — For the applicable time periods indicated below, this Warranty is transferable at no charge to future owners of the structure on Qwhich the work specified in this Contract is completed. This Warranty is in effect if the job specified in this Contract is completed and paid in full and, alternatively, is null and void if full payment is not received. Contractor does not warrant products not mentioned below, but some of such s.� products may be covered by a manufacturer's warranty. All material used is warranted to be as specified in this Contract. All work will be completed in a workmanlike manner according to the standard practices of the industry. Contractor's workers are fully covered by Workers' Compensation insurance. Foundation Piers — Contractor warrants that the foundation piers will stabilize the affected area(s) against further settlement for twenty -five (25) Wyears from the date of installation, or else Contractor will provide the labor and materials, at no cost to Customer, to correct the problem with the foundation piers. Contractor does not warrant to lift, to close cracks, to render doors and windows operational, or to move walls back to their original position, but will do its best to achieve positive results in this regard. Customer should be aware that damage can occur to the structure during a lift operation and that Contractor is not responsible for such damages. Foundation piers provide vertical support only and cannot be expected to provide lateral support. If lateral movement occurs, additional work may be needed at an additional cost, Slab Piers — Contractor warrants that the slab piers will stabilize the affected area(s) against further settlement for ten (10) years from the date of installation, or else Contractor will provide the labor and materials, at no cost to Customer, to correct the problem with the slab piers. Contractor does not warrant to lift the slab back to its original position, but will do its best in this regard. Smart Jacks — Contractor warrants that the Smart Jacks will stabilize the affected area(s) against further settlement for five (5) years from the date of installation, or else Contractor will provide the labor and materials, at no cost to Customer, to make any necessary adjustments to the Smart Jacks. Additionally, the manufacturer of Smart Jacks warrants that Smart Jacks will, under normal use and service, be free from defects in material and workmanship for twenty -five (25) years from the date of installation (see manufacturer's warranty for more details). If changes occur due to excess moisture in the area(s) where Smart Jacks are installed, an encapsulation system, drainage, and dehumidification may be necessary in such area(s) at an additional cost to Customer. Geo -Lock Wall Anchors/PowerBraces — Contractor hereby warrants that the Geo -Lock wall anchors ("Anchors') /PowerBraces will stop further inward movement of the wall(s) repaired for twenty -five (25) years from the date of installation, or else Contractor will provide the labor and materials, at no cost to Customer, to correct the problem with the Anchors/PowerBraces. Walls that do not have Anchors/PowerBraces installed entirely from corner to corner, by Contractor, are not warranted. Anchors/PowerBraces are warranted only to stabilize the affected wall(s) and not straighten them. If Customer desires further outward movement in the wall(s) repaired, Customer may tighten the installed Anchors/PowerBraces as recommended by the manufacturer, but assumes all liability for damages due to over - tightening of the AnchorslPowerBraces. CarbonArmor — Contractor warrants that CarbonArmor will stabilize the affected area(s) against further inward bowing at the center of the wall(s) repaired for twenty-five (25) years from the date of installation, or else Contractor will provide the labor and materials, at no cost to Customer, to correct the problem with the CarbonArmor. Walls that do not have CarbonArmor installed entirely from corner to corner, by Contractor, are not warranted. CarbonArmor is warranted only to stabilize the wall(s) and not straighten them. CarbonArmor is installed to prevent further bowing of the wall; however, it cannot be expected to stop leaning in at the top of the wall or shearing in at the bottom of the wall. In cases where this occurs, additional work may be needed at an additional cost. PoIyLEVEL — For concrete slabs raised with PoIyLEVEL, Contractor warrants that the area where the slab of concrete was lifted will not settle more than '/4 inch for a period of five (5) years from the date of installation. If it does, Contractor will provide the labor and materials to re -level the area at no additional charge to Customer. This Warranty does not include patching or caulking between slabs. This Warranty is void if Customer does not maintain grade around slabs and seal joints between slabs. Exclusions From This Warranty — This Warranty does not cover and Contractor specifically disclaims liability for. 1) exterior waterproofing; 2) system damage caused by Customer's negligence, misuse, abuse, or alteration; 3) dust incidental to installation; 4) damage to personal property of any type; 5) utility line breakage; 6) damage caused by mold; 7) failure or delay in performance or damage caused by acts of God (flood, fire, storm, methane gas, etc.), acts of civil or military authority, or any other cause outside of its control; 8) damage done during a lifting operation; 9) basement water seepage; 10) heave or any damages caused by it: and 11) damage caused by lateral movements and forces of hillside creep, land sliding or slumping of fill soils of deep embankments. Items For Which Customer Is Responsible — Customer is responsible for: 1) making full payment to the crew leader upon completion of the work; 2) preparing the work area for installation; 3) any finish carpentry, painting, paneling, landscaping, etc. that may be necessary after Contractor's work is finished; 4) marking any private lines such as satellite cables, propane lines, sprinkler system lines, etc.; 5) maintaining positive drainage away from the repaired wall(s); 6) keeping gutters clean and in good working order; 7) directing downspouts a sufficient distance away from the repaired wall(s); 8) maintaining proper expansion joints in concrete slabs that are adjacent to the repaired wall(s); and 9) any items mentioned in this Contract under `Customer Will' or "Additional Notes." PAGE 5 OF 6 INotice of Right to Cancel Your Right to Cancel I Wish to Cancel w You are entering into a contract, If that contract is a result of, or in connection with a salesman's direct contact with, or call to you at Owner's Signature Zyour residence without your soliciting the contract or call, then you have a legal right to void the contract or sale by notifying us within • three business days from whichever of the following events occurs last: Owner's Signature �f 1. The date of the transaction, which is: or O 2 The date you received this notice of cancellation. l".". How to Cancel If you decide to cancel this transaction, you may do so by notifying us in writing at: O Contractor's Name: Contractor's Address: Contractor's Telephone: Lowcountry Basement Systems 124 Goshen Rd. Ext, PO Box 1906 Rincon, GA 31326 (888) 520 -0550 (912) 927 -7827 You may use any written statement that is signed and dated by you and states your intentions to cancel, or you may use this notice by dating and signing below. Keep one copy of the notice because it contains important information about your rights. The undersigned acknowledges receipt of the two copies of the Notice of Right to Cancel. Owner's Signature Oimor's Signature Dale Date Date Date PAGE 6 OF 6 Foundation Supportworks' stabilizes failing or settling foundations with our proven, engineered push pier system. About U � | AR ON �� �������� SIIPPOR! �� ������S N�N�N� N� FoundationSupportmmrha~iaanetworkcfeornecftharnootaxperienoedand knowledgeable foundation repair contractors in North America. With dealers from coast to coast, Foundation Supportworks- is focused on training, gathering, and sharing the best practices in the industry - so your authorized dealer is operatin with the resources of literally hundreds of years of combined experience. _ Engineered to Perform - Foundation Supportworks- has both geotechnical and structural engineers on staff for product design, dealer support, and quality assurance of our products. Each dealer is authorized, trained, and certified by Foundation Supportworks-. What This Means for You - You can rest assured that you will get a quality, safe, secure repair to your foundation - holding up your biggest investment Foundation Supportworks- has major dealer support facilities in Omaha, Nebraska and Seymour, Connecticut. Op, The settling of a foundation can be the result of a number of things, but the most common reason is due to changes in the soils after construction of the home has occurred. In periods of drought, for example, soils can dry and shrink, causing settlement of the structu Conversely, in periods of heavy rain, the wettin of soils can cause them to soften, resulting in home 'sinking' into the ground. Finally, a home built on poorly compacted fill soils may settle due to the gradual compression of the fill. 1111111 OPTIONS FOR REPAIR Less desirable, alternative methods Foundation Replacement • Very expensive • Very disruptive • Does not address the problem [foundation likely to settie again] -uncrete Underpinning • Added weight of concrete can enhance the problem • Takes significant amount of time to complete • Will not lift the structure Concrete Piers • Concrete can crac when pressure is applied • unable to achieve needed due to frictio of soil on pier • Re-excavation & shimming may be necessary. Helical Piers • Square shaft should not be used in compression • Hea equipment needed on site • Relies on imperical formula to calculate capacity ,The Foundation Supportworks ' Push Pier System permanently stabilizes your home's foundation and offers the best opportunity to lift your home back to level without the expense and disruption of a full foundation replacement. Rugged steel tube sections are hydraulically driven through heavy - duty steel foundation brackets to reach the depths of competent load- bearing strata. The weight of your home is then carefully transferred from the original unstable soils, through the piers, to the competent soil or bedrock. This ensures no further settlement will occur and also provides the best opportunity to lift your home back to its level position. Foundation Sup ortworks' nounNrnc • Can be installed year -round • Piers reach greater depths than any other option • Long life span - galvanized steel is resistant to corrosion • Does not require the use of heavy equipment • Can lift your foundation back to its orig, level (in some cases) • Below -grade solution - won't be visible after installation • Warrants your foundation will not settle any further • Restores property value Steel tubes are hydraulically driven through the bracket to competent soils or bedrock. Footing is exposed and prepared for the bracket. Foundation bracket is secured to the footing. The weight of the home is transferred through the piers to load bearing strata. Home is lifted back to level if possible. Authorized Dealer of Real Estate professionals tell us that today, more than ever, it is difficult to sell a home with a structural foundation problem. Left untreated, a home's value may have to be discounted significantly to sell, often by much more than the cost of Foundation Supportworks " ' push pier system. Therefore, in most cases, you are saving money by addressing your foundation problem now. You can rest assured that your foundation is stable. Foundation Supportworks' " push pier system comes with a 25 year warranty against manufacturing defects and a performance warranty from your local dealer. Ask your local dealer for details. IRO ©2009 FOUNDATION SUPPORTWORKS" Chatham County Board of Assessors: 2013 Property Record Card 4- 0004 -10 -008 Page 1 of 2 2013 Chatham County Board of Assessors Property Record Card 4- 0004 -10 -008 211 2ND AVE TYBEE ISLAND APPRAISER MWTHOMAS LAST INSP 04/09/2010 APPR ZONE 000008 LTS 67 A + 68 A WD 1 TYBEE ISLAND CHAPEL BY THE SEA BAPTIST CHUR CAMA ASMT PO BOX 235 365200 365,200 LAND 2 TYBEE ISLAND GA 31328 -0235 109,900 109,900 BLDG 1 800 800 OBXF 1 475,900 475,900 Cost - MS SALES 01 Jun 1979 GRANTOR: GRANTEE: BOOK / INS VI QU RSN PRICE PAGE I U UO 45,000 PERMITS TYPE DATE AMOUNT 03 -521 NC 07 Jan 2004 Comp 12,000 COMMENTS: [Click for larger picture] eig 54, q S� SAG IS rr.ww �w Chatham County Tax Commissioner Property Tax Statement Rr- l2k° .Ft Rik 44 '4 2 -7 go r C.Inn Qi n : (`-& EXTRA FEATURES ID# BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 137303 84795 Lw Cpt Flat/Shed Rf 25 13 325.00 A 7.00 2,275 1997 1997 2R 774 800 CODES PROPERTY 0006 RESIDENTIAL USE UTA NBHD 0004 Tybee Island 020225.00 T225 TYBEE INNER EXEMPTIONS E2 HISTORY LAND IMPR TOTAL 2012 365,200 102,500 467,700 Cama 2011 365,200 102,500 467,700 Cama 2010 639,000 159,900 798,900 Cama 2009 706,000 151,000 857,000 Over 2008 706,000 151,000 857,000 Cama 2007 706,000 121,000 827,000 Cama 2006 359,000 111,000 470,000 Cama 2005 351,500 145,000 496,500 Cama 2004 269,000 162,500 431,500 Cama 2003 142,000 93,000 235,000 Cama 2002 142,000 93,000 235,000 Cama 2001 125,500 94,000 219,500 Cama 2000 92,000 76,500 168,500 Cama 1999 53,000 76,500 129,500 Cama 1998 53,000 75,500 128,500 Cama 1997 53,000 69,500 122,500 Cama 1996 25,200 73,700 98,900 Cama 1995 25,200 76,100 101,300 Cama 1994 25,200 62,400 87,600 Cama 1993 25,200 50,350 75,550 Over 1992 25,200 50,350 75,550 Over LAND ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 109023 SINGLE FAMILY RES 0 0 8,000.00 -SF 34.00 R2 272000 109024 SINGLE FAMILY RES 0 0 10,960.00 -SF 34.00 R2 SZ -75 93200 http: //boa.chathamcounty. org/ DesktopModules /ChathamCountyBoardofAssessors /Prope... 10/28/2013 Chatham County Board of Assessors: 2013 Property Record Card 4- 0004 -10 -008 Page 2 of 2 2013 Chatham County Board of Assessors Property Record Card 4- 0004 -10 -008 211 2ND AVE TYBEE ISLAND BUILDING SECTION 84795 -1 -2013 CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 124,068 1971 1990 MS 23.00 0.00 0.00 0.00 23.00 95,532 109,900 2 53 ' floe Base Lids, Arta 1517 27' 135 13' 2s' .CPT Carport 325 13' [Click for larger picture] SECTION TYPE 1 - Main AREA 1537 TYPE 1 - Single- family Residence FRAME 2 - Masonry Veneer STYLE 1 - One Story QUALITY 3.00 CONDITION 3.00 # UNITS 0 #OF BEDS /BATHS 2/1.10 COMPONENTS Units % QUAL R1 133 Veneer, Masonry 100.00 R2 208 Composition Shingle 100.00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) 7.00 R6 602 Plumbing Rough -ins ( #) 1.00 R6 621 Slab on Grade (% or SF) 100.00 R11 904 Slab Porch (SF) with Roof 135.00 http: // boa. chathamcounty. org/ DesktopModules /ChathamCountyBoardofAssessors /Prope... 10/28/2013