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Home My Public Portal AboutMOORE AV_3Emit INTERNATIONAL CODE COUNCIL 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 Permit No. / doc (p Owner's Name fefic /fl Gen. Contractor etq-7 6/014. Date Requested j t/5 //3 Date Needed /1) 7 /13 Subcontractor MEMBER Contact Information JO)4k/ 6.4-7117 Project Address A d O/PE ,qt, Scope of Work t IV OQ,G( AT N /) DP I T I »I Inspector Inspection G Pass LI_ Fail El Fee Date of Inspection Inspection Pass n 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 Permit No. /3- 6,2c, 6 Date Requested /7lr a.3 MUM IN TER NAT 13N L CODE COUNCIL MEMBER �1 , Owner's Name rFl SLP j� /t /IP �i'Lf Date Needed .0 71,91 lJ 3 J Gen. Contractor L. / ,f'1 t, Subcontractor Contact Information /-7A)1. > 3OI 597 Project Address _ ..41 oopc Scope of Work Bt rA 0044 '' ,AT N A DD Mon) Inspector) Date of Inspection Inspection Pass El i Fail EJ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass j•J ...s ._r_T„. „y -x Fail Inspection Pass Ei Fail ❑ Fee 4PIC mums INTERNATIONAL CODE COUNCIL" MEMBER City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. .� - Date Requested Q5 %f//3 Owner's Name 1 tf45 Ley Date Needed Gen. Contractor /q T S!! 1 cc_ Subcontractor Contact Information AAn Ft 0 9y 2 /o- /D/ 7 Project Address 2 irmief Scope of Work 74 0 t7 1 7 i u,1 � `� Inspector Date of Inspection Inspection Pass Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 saw ink, INTERNATIONAL CODE COUNCIL' MEMBER Permit No. / 7 -0 7.Z w Date Requested , Owner's Name 1 )).47..1/7/. c Date Needed Gen. Contractor !/ Subcontractor Contact Information t1n3 7 Io Project Address )41(Z?M Scope of Work = b i l?yq f f Inspector 2/ Inspection r i Date of Inspection -' Pass ❑ Fail Fee Inspection j' / Pass L° f Fail ❑ Fee Inspection - Pass El Fail tr�6 c-LI 111 ;12/9,- ),J ee Inspection Pass ❑ Fail ❑ Fee #bs,w ;a C-0 = > :uo!Iea11!lul ENERGY STAR® Qualified in Highlighted Regions ENERGY STAR 0 Qualified Nat anal Fenestration l ating Councils' ERTIFIED PWG PWG -M -87 -00021 -00002 Wood Frame / Comp. Sill Double Glaze SDL 7/8 wlShadow Bar Low -E Not Gas Filled Double Hung ENERGY PERFORMANCE RATINGS U- Factor � . �,1 �� l S. /I -P) (Metric /SI) 1,3 Man • ' urer stipulates that these ratings conform to applicable NFRC procedures for determining whole erternance. NFRC ratings re determined fo afixed set of environmental conditions and a specific prodi.:t • ize. NFRC does not recommend any product and does not warrantthe suitability of any product for arty'pe fir use Consult manufacturer's literature for other product performance information. wWw.nfrc.org Solar heat Gain Coefficient .25 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance .46 ►li Tested in accordance with ASTM E330. +47/-47 psf 3/4" QA IOU MW Pro Series 400 Si] 2720425 1 .000 MOM INTERNATIONAL CODE COUNCIL` MEMBER City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. °5 - 0 22 (o Date Requested 5-- I 0- 13 Owner's Name e r \ e /Ted h Date Needed c' 13 - 13 Gen. Contractor ;3_ 4- . (1 Subcontractor J z\14 -Pry. k V , ( II Contact Information —Don . 2 I 313 - to n 2 Project Address ✓ M 0 o r Ave.) Scope of Work A-1 d Ra4k Inspector Y II Date of Inspection Inspection TD J . pIJfY\ ; n c, Pass Fail LJ Fee 01" Qp S Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Mink mmallk INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. /3- ro Date Requested )4'/',,:/ T//3 Owner's Name itUdib, Date Needed 21/43645 Gen. Contractor ! Q.7.��►: Subcontractor Contact Information a7O /C /19,- / l 7 Project Address -3 11-1, a/W. Scope of Work lr &%r-iy1 Inspector Date of Inspectioc ,,, /s . 7 A Inspection Pass J Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee �%rIM, monk INTERNATIONAL CODE COUNCIL' MEMBER Permit No. /T 1 City of Tybee Island " Planning & Zoning Dept. Inspection Report 403 Butler Ave. " P.O. Box 2749 " Tybee Island, GA 31328 Phone 912.472.5032 " Fax 912.786.9539 Owner's Name !Y Sig V Gen. Contractor ()13k(JL L Date Requested /1/51/3 Date Needed 7,///f6. //3 Subcontractor Contact Information Hamy - /D/7 Project Address 3 41 004 F Scope of Work /4 DO eD2oakt Inspector Inspection Too-foes Pass ail Fee Date of Inspection )C f i (r( b Xc ��4J ��1�� 1 ( Inspection Pass Q' Fail Q' Fee Inspection Pass Q' Fail Q' Fee Inspection Pass Q' Fail Q' Fee DATE ISSUED: 04 -10 -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 # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT ADD 140 SF MASTER BEDROOM 3 MOORE AVE & BEKER TEASLEY, AUSTIN 3 MOORE AVE TYBEE ISLAND GA 31328 -9424 912 - 308 -0216 CATSKILL BUILDERS, INC. 210 CATALINA DR. TYBEE ISLAND GA 31328 140 P $ 259.00 PIN #4- 0002 -02 -010 $18,000.00 PERMIT #: 130226 TOTAL BALANCE DUE: $ 259.00 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 nmw.cityoftybee.org Location: G- d NAME CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT - 3 1.40012E A'/ LIE -ic(SEE I si AND , -TA ADDRESS PIN# q -4002 -02 -010 TELEPHONE Owner \itkiCENT JUNE MERKLE 3 EKE AVENUE T'(j ISLAND , &A '3 1328 412- 308-02140 Architect or Engineer DAVI D E. I-I EEl?`( Z4K P2 5VCS. Po. Bd X 20713 5AVi41/411\1AH 1 6rA, 3141° )1?. 5D7 -0415 Building Contractor e 6 K1, (Check all that apply) ❑ Repair ® Residential ❑ Renovation DKI Single Family Minor Addition ❑ Duplex ❑ Substantial Addition ❑ Multi- Family ❑ Other ❑ Commercial Details of Project: !?E3N DENTIAL ADD ITIOR1 off _ STN goo ri AND CA..c55ET 1.1 PAT o2Jo -io/S ❑ Footprint Changes ❑ Discovery ❑ Demolition 140 SF 1•/14:5TER Estimated Cost of Construction: $ 163000— (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: - AROC 4.4 A'UP C-4..C76Er Remarks: iKESIDFJJTIAL (4O4E 1 DOITICX.1. ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 1 # Bedrooms e- # Bathrooms 2 Lot Area 7 ZO 5, Living space (total sq. ft.) 1355 # Off - street parking spaces 4 Trees located & listed on site plan NQ Access: Driveway 10 (ft.) With culvert? NiO ■ With swale? Nn Setbacks: Front Rear rJ Sides (L) IC) I (R) ICS # Stories I Height 14 - 9 Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restrootii facilities will be provided through EAS.111-1G cEs-rizcz)K4 On -site waste and debris containers will be provided by C)10-1ER / C.OKI -TIZ C.:10 t2 Construction debris will be disposed by CC4,111aAC -10g by means of L-L- I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: M'Ci ZQ ZOI 3 Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached NFIP Flood Zone Existing Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager 4 -10-13 M1ad Q ConverSGL`s,o✓' wy Sapp - TL: Cov�rP� +ter. L'o.4s�c;Ll is 1 c=1 0 Tro e ��. Co.r1 JLcL of :1( (De- c�or`8 ..� -r,rn 9 r.(6. w■r■., 0 rCS�cia -n�i Qj FEES Permit Inspections Water Tap Sewer Stub Aid to Const. 8 O TOTAL June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on Iocal projects. They are: Co — Construction Exit Shc — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, w w.gaswcc.org, Georgia Soil and Water Conservation Commission; http:' v∎ww.gas«cc.org ;does! fi e l d_m an ua l_4 e d. pd f. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements, The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream Iines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer tractor REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: LEAD- BASED PAINT Adapted from http:// www. epa .govAead /pubs/renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schoo /s. Owners of these rental properties must document compliance with this requirement. EPA's sample pre - renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers and Schools lead hazard information pamphlet. Informations for-Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. 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. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22; 2010, federal law will require you to be certified and to use read -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted read tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. F YOU'RE NOT' f.EAD-SAFE CEFITIFI ED, ISTURBING UST SIX SQUARE FEET .COULD COST YOU -BIG TIME V Printed Name MAR CA Zo 17.013 Date GENERAL NOTES: 1. These plans and the information herein are the property of the Owner /Architect, and are to be used solely in connection with the work required herein. Unauthorized copying, disclosure, or other unauthorized uses are prohibited 2. Owner is responsible for all necessary and required permits, testing, fees, deposits, ect. 3. The Owner /Contractor shall review and determine that all dimensions are coordinated as required with all other design professional's drawings and shop drawings for project prior to fabrication of materials or the start of construction. Any discrepancies shall be reported to the Owner and Engineer of Record prior to fabrication. 4. Any omissions and /or conflicts with plans shall be reported immediately to Owner /Architect so that they can be resolved prior to proceeding with work. 5. Owner /Contractor shall not scale drawings - If a required dimension is missing, Owner /Contractor shall contact the Engineer of Record. 6. These drawings are designed to meet the requirements of the local building codes. 7. No modifications to plans shall be made without permission of the Owner and Engineer of Record. Modifications required due to field conditions shall require written permission prior to constructing adopting modifications. 8. Construction shall comply with all local codes, ordinances, building codes, fire codes, and ADA requirements as necessary for residential use. 9. All work shall be performed in a professional workman like manner and completed promptly. 10. All material colors, textures, lighting fixtures, floor coverings, ect. shall be selected by the Owner. 11. All work shall be inspected by the Owner's Agent as listed below: 24k Professional Services, LLC P.O. Box 30713 Savannah, Georgia 31410 (912) 507 -0215 12. Owner as listed below: Junie Merkle 3 Moore Avenue Tybee Island, Georgia 31328 (912) 308 -0216 "An Approved Set of Plans Must Remain on .lob Site at All Times" Code Review International Building Code, 2006 Edition & State Amendments International Residential Code, 2006 Edition & State Amendments International Fire Code, 2006 Edition & State Amendments International Plumbing Code, 2006 Edition & State Amendments International Mechanical Code, 2006 Edition & State Amendments International Fuel Gas Code, 2006 Edition & State Amendments International Energy Code, 2009 Edition & State Amendments ` National Electrical Code, ? Edition & State Amendments 1999 SSTD 10 -99 Standard for Hurricane Resistant Residential Construction Design Criteria: State Jurisdiction: Georgia Local Jurisdiction: City of Tybee Island Primary Use: Residential Climate Zone: "2" Wind Load Design: Exposure "D" Wind Velocity - 3 sec gust - 130 mph Fastest Basic Wind Speed - 110 mph Seismic Design Category: "C" Property Description: Property PIN: 4- 0002 -02 -010 Residential Addition: 9'x15' Addition Total Square Footage: 140 s.f. REVIEW FOR CODE COMPLIANCE Every effort has been made to Identify code violations, no oversight by the reviewer shall be construed as authority to violate, cancel, alter, or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or ua tantee. Reviewed By "1<t-t pate _ z7 ? ALL etAlifeirMCIAON MUST COMPLY WITH TtlE s n jO -CH AND THE IRC CM' AND TWO WILY '0&CLLIV'3 CODE Z004 EDITIOW O t ArE OF *EORAO,. fiiiiENDMENTQ. GENERAL NOTES a) U Project number 13 -101 0 N 0 N CO a) (a 0 0 J F- >, Ca 0 0 a) a) U d 0 Merkle Residence Addition Junie Merkle U J J C) O N. .D N. N. L • U) CD / / / / / / / I / I / / / / m° n PROPERTY LINE '`Jme 3INVa3 OLO-ZO- Z000 -' :N1d PROPERTY LINE 0 W 3A11,10 'ONOO 7/ / / / I / / / / r 24k Professional Services, LLC ARCHITECTURAL / ENGINEERING / PROJECT MANAGEMENT Ga. (912) 507 -0215 • Fla. (772) 607.9144 Merkle Residence Addition Junie Merkle SITE PLAN Project number 13-101 A 101 Date 3/20/2013 Drawn by TLC Checked by DH Scale 1" = 10' -0" 4' -6" All Plumbing installations mast comply with T, •nternatlanal Plumbing Code Zaoto cdltlon and State 16' - o" of Georgia Amendments 7' -0" 3 A104 A103 N CLOSET (103) in 47 SF 9' - 2" IL) 4' -6" All EI‘mtrical Installations mu t comply with The iletional Els tr Codg sill l . Edition and 8 to of Georgia Amondmsnts 5'- 10" 9' -6" BATH = 89 SF 1(102) 2' -8" GFC1 Protection r receptacles In bath outdoors, and alo ounter -tope. bred for •o ms, gar n Kitchen gel, REMOVE EXISTING WINDOW AND INFILL WALL WITH WOOD FRAMING & GYP. BD. TO MATCH EXISTING EXISTING MASTER BEDROOM EXISTING WINDOW TO— BE REMOVED. PORTIONS OF WALL TO BE DEMOLISHED AND INFILLED AS NECESSARY TO ACCOMMODATE NEW POCKET DOOR EXISTING LAUNDRY EXISTING CLOSET SCOPE OF WORK 160 SF CLOSET & BATH ADDITION FLOOR PLAN 1/4” = NEW FOOTING (SEE DETAIL) DBL. 2X10 TYP. NEW FOOTING (SEE DETAIL) DBL. 2X10 TYP. A103 FRAMING PLAN 3 104 A103 2 2X10 @ 16" O.C. 1/4" = NEW FOOTING (SEE DETAIL) DBL. 2X10 TYP. NEW FOOTING (SEE DETAIL) FLOOR PLAN & DETAILS Ca U M N N a) a) 0 0 J H Ca 0 Door Schedule Mark Width Height Comments 102 2' -8" 6' -8" 3' 103 2' -8" 6' -8" 3' Window Schedule Mark Width Height Sill Height Comments A 3' -0" 3' -0" 3' -0" B 3' -0" 3' -0" 3' -0" ��, s -t..?� wwIw .110, ww Y +'}! P eR „' ! tWI i SKYLIGHTS 4.o•�a� �... s67 UVi:il� Yyb. , 3JtiY e• AND bRG `y .:,1,2 WINDOWS, ,° }i 00113 AND Si7:iiiTS SHURE APPROVED ANA !MILLED TO . PLY WITH BOTH POSITIVE AND NEGATIVE PREPSURES. a) brE ,.91a 41 Pic iris „o„ Merkle Residence Addition Junie Merkle In r1 N O N- In N '--4 fC C4 EXISTING ROOF BEYOND NEW METAL ROOF FASCIA & SOFFITS TO MATCH EXISTING i2 =► s- 4" PROFILE LAP SIDING TO MATCH EXISTING OElevation 2 - a 1/4" = 1'-0" NEW FOOTING, SEE DETAILS EXISTING ROOF NEW FOOTING, FINISH FLOOR TO SEE DETAILS MATCH EXISTING Level_ 2 10' -0" �I FLOOR PLAN 2' -00" GRAD 0' -0" NEW METAL ROOF EXISTING ROOF BEYOND FASCIA & SOFFITS TO MATCH EXISTING 4" PROFILE LAP SIDING TO MATCH EXISTING FINISH FLOOR TO MATCH EXISTING FLOOR PLAN AL 2' -0„ GRADE 0' -0" EXTERIOR SHEAR WALLS SSTD 10 -99 SECT. 305.4.3. Windows and doors shall not be installed near corners within 27 inches for 8 feet we!! height and 34 Inches for 10 feet wall height, - Double Studs at each end. E.'CTEP1O 1 WALL FF4AM IP'IG IRC SECT. R602 AND SSTD 10.39 SECT, 30:• THE LENGTH OF SHEAR WALL NEEDED MUST EE DETERMINEC BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING & ROOF DECKING) 15/32 INCHES. ELEVATION CO O T Scale 1/4" = 1' -0" C) N N M U) i METAL ROOF PANEL 30# ROOFING FELT 1/2" OSB DECK 12 21 FASCIA & SOFFIT TO MATCH EXISTING LAP SIDING TO MATCH EXISTING MOISTURE BARRIER 1/2" OSB SHEATHING BATT INSULATION 2X4 WOOD FRAMING @ 16" O.C. 2X4 SOLE PLATE 1111nsulatloi s must comply with a Georgie Ststs Ensryqy ode 2OI Edit and State of G orgia Atnsndmanti DBL. 2X10 TO BE FASTENED W/ 7/16" BOLT @ 12" O.C. T. &B. 2X8 P.T. LEDGER CONCRETE FOOTING, SEE DETAIL CELING HEIGHT TO MATCH EXISTING 2X6 RAFTER @ 16" O.C. SIMPSON HURRICANE TIES @ EVERY RAFTER 2X6 CEILING JOIST @16" O.C. W/ 6" BATT INSULATION 1/2" GYP. BD. 3/4" PLANK FLOORING 1X6 TO MATCH 1/2" OSB SUBFLOOR 2X10 FLOOR JOIST @ 16" O.C. W/ GALV. JOIST HANGER FLOOR PLAN lir i A' AiiiiS'SSA%'!n�i!�i�iSSI 2 TERMITE SHIELD 2' - 4" O TYPICAL WALL SECTION 1/2" = 1' -0" • 6" BATT INSULATION GRADE 4L 0' - 0., COMPACTED EARTH / 2 INTERIOR PIER$J PER FEMA REQUIREMENTS MINIMUM FOOTING 36 INCHES BY 36 INCHE 3 "TIDE BY 20 INCHES THICK.. BOTTOM OF FOOTING MUST BE A 'AINIMUM 36 INCHES BELOW GRADE. A104 CONT. DOUBLE 2X10. FASTEN W/ 7/16" DIA.BOLT @ 16" O.C.TOP & BOTTOM 2X10 @ 16" O.C. GALV. JOIST HANGER @ EVERY JOIST Detail @ RIM JOIST 1" = 1' -0" . G' 0' -5'7 0' -6 "� 0' -6 "� 2' -4" 0' -6" 0' -5" 47 (2) #5 REBAR. EXTEND TO LEDGER BD. GRADE O 0' -0" 3000 PSI CONCRETE (4) #5 STEEL REINFORCEMENT EACH WAY INTERIOR PIERS PER FEMA REQUIREMENTS MINIMUM FOOTING 36 INCHES BY 36 INCHES WIDE BY 20 INCHES THICK. BOTTOM OF FOOTING MUST BE A MINIMUM 36 INCHES BELOW GRADE. Detail @ FOOTING 1" = 1' -0„ WALL SECTION & DETAILS O Q T Scale As indicated 0 N O N co U J I- >, 0 C cd 0 0 0 -o a) U U Merkle Residence Addition Junie Merkle