Loading...
HomeMy Public PortalAbout12-0160 DanaF DATE ISSUED: 03 -19 -2012 WORK DESCRIPTION WORK LOCATION CITY OF TYBEE ISLAND BUILDING PERMIT RELOCATE LAUNDRY 16 TYBRISA OWNER NAME MARK DANA ADDRESS PO BOX 1767 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME RICHARD W BLOUNT ADDRESS 334 BRIARWOOD DR CITY STATE ZIP WINDER GA 30680 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $ 117.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $1,200.00 PERMIT #: 120160 TOTAL BALANCE DUE: $ 117.00 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: ofi, 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 APPLICATION FOR BUILDING PERMIT p_o\Loo Location: ` I �--r- ADDRESS PIN # TELEPHONE Owner J low. -pA)J 601 E, 5 5 ho.1uFk a .3 /4 ®f 9tz Z38 -,za6 E4c grz.- 6z4�o90 Architect or Engineer Kam/ C016,41 Co (6A. 740 ( c-17 tolpiic tSTf 51.-40.104 EA . 3 14'14 9 (z-354 8400 Air i2 354 -1x'55 Building Contractor i ldwzo .�1, 1?" 334 „ �aas> ak`it�. 'fi t GA. S0680 /o� (Check all that apply) air Residential n Footprint Changes ❑ Renovation/LA/0Q n Single Family n Discovery n Minor Addition !� U Duplex n Demolition ❑ Substantial Addition U M ti- Family ❑ Other Commercial Details of Project: Kcya.. F.�c (57106- L» QM (S-1.--Daal2wL__ L c J Estimated Cost of Construction: $Q Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through 8 CC On -site waste and debris containers will be provided by ,.rt,r.n/-rG_. Construction debris will be disposed by Arz.„4 ,-rt c_ by means of -727 u qp,S _ 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:, s 7-4=2-13/2— 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 Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http: / /www.epa.gov/Iead /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 Schools. 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 recordkeeping 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. Information 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 lead -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 lead 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 recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. ad about how to com•I . PA's rule in the EPA Small Entity Compliance Guide to Renovate Right. ab.. use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. IF YOU'RE NOT IEM) SA; E (ERTFIED .DISTURBING JUST SIX SQUARE FEET :COULD COST YOU -BIG TIME. Sign•. e c..a. „ LJ. ,,�- � t Name ame 3/7j 2 z Date Permit Acknowledgement of 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 prof e Undersigned Printed Name 37-2o2- Date Office Use Only: Project Address: Permit Number: GENERAL PROJECT NOTES: INFORMATION CONTAINED ON THESE DRAWINGS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD; ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE WORK, A SET OF RECORD DRAWINGS. THE CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWINGS ON THIS "AS -BUILT" SET, WHICH SHALL BE UPDATED AT LEAST EVERY OTHER WEEK. AT THE CLOSE OF THE JOB, THE CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "AS- BUILT" INFORMATION TO THE ARCHITECT IN CLEAR AND LEGIBLE. FORMAT. CODE REFERENCE: JURISDICTION: Tybee Island, Georgia GENERAL (NOTE: ALL CODES TO INCLUDE CURRENT GEORGIA AMMENDMENTS) A. ALL CONSTRUCTION, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH ALL CURRENT EDITIONS AND REVISIONS OF THE 2006 INTERNATIONAL BUILDING CODE [IBC1 AND ALL LOCAL CODES. ALL INSTALLATIONS OF ELECTRICAL SYSTEMS SHALL COMPLY WITH THE 2011 NATIO AL ELECTRCAL GONE [NFPA 70], INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT, EQUIPMENT, APPLIANCES, FIXTURES AND FITTINGS. ALL INSTALLATIONS OF GAS SYSTEMS SHALL COMPLY WITH THE 2006 INTERNATIONAL FUEL GAS CODE, INCLUDING GAS PIPING FROM POINT OF DELIVERY AND GAS APPLIANCES. ALL INSTALLATIONS OF MECHANICAL SYSTEMS SHALL COMPLY WITH THE 2006 INTERNATIONAL MECHANICAL CODE, INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT OF MECHANICAL SYSTEMS. . . E. ALL INSTALLATIONS OF PLUMBING SYSTEMS SHALL COMPLY WITH THE 2006 INTERNATIONAL PLUMBING CODE, INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT, EQUIPMENT, APPLIANCES, FIXTURES AND FITTINGS. F ALL CONSTRUCTION, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH ALL CURRENT EDITIONS AND REVISIONS OF THE 2006 INTERNATIONAL FIRE CODE INCLUDING ALL FIRE CODES ADOPTED BY THE STATE OF GEORGIA AS PER OCGA 120 -3 -3. G. ALL CONSTRUCTION, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH 1HE 1997 GEORGIA ACCESSIBILITIES STANDARDS. THE 2000 LIFE SAFETY CODE [NFPA 1011 THE AMERICAN NATIONAL STANDARD FOR. PHYSICALLY HANDICAPPED PEOPLE [ANSI A117.11 AND THE 2010 AMERICANS WITH DISABILI11ES ACT [ADA]. H. ALL DESIGN AND MATERIALS SHALL COMPLY WITH THE 2009 INTERNATIONAL ENERGY CONSERVATION CODE, FLOOR LIVE LOAD COMMON AREAS LIVING AREAS CORRIDORS = 100 PSF = 40 PSF = 80 PSF ROOF LIVE LOAD ROOF LIVE LOAD = 20 PSF ROOF SNOW LOAD GROUND SNOW LOAD (Pg) FLAT ROOF SNOW LOAD (Pf) SNOW EXPOSURE FACTOR (Ce) SNOW LOAD IMPORTANCE FACTOR (Is) THERMAL FACTOR (Ct) ND LOADS BASIC WIND SPEED WIND IMPORTANCE FACTOR (Iw) WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT (Gcpi) 0 PSF = 0 PSF = 1.0 = 1.0 = 1.0 = 130 MPH = 1.0 = D = ±0.18 flstructlOfl Drawings For posed ' for 16 Tybrisa Street Tybee Island, Georgia SPECIAL INSPECTION REQUIREMENTS (IBC CHAPTER 17) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR 1HIS PROJECT. SPECIAL INSPECTIONS A_RE. REQUIRED FOR THE FOLLOWING (REFERENCE PLANS FOR ADDITIONAL INFORMATION): . FABRICATORS; ALL STEEL FABRICATION OF LOAD BEARING MEMBERS SHALL BE COMPLETED BY AN APPROVED FABRICATOR MEETING THE REQUIREMENTS OF IBC SECIION 1704.2 ❑ 2. STEEL CONSTRUCTION; ALL WELDING AND HIGH STRENGTH BOLTED CONNECTIONS MUST BE PERFORMED IN ACCORDANCE W1T11 IBC SECTION 1704.3 AND TABLE 1704.3 AS APPLICABLE. NOTE THAT ALL WELDS MUST BE INSPECTED BY A QUALIFIED WELDING INSPECTOR MEETING THE REQUIREMENTS OF AWS D1.1. CONCRETE CONSTRUCTION: ALL CONCRETE CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH IBC SECTION 17044 AND TABLE 1704.4 AS APPLICABLE. El 4. MASONRY CONSTR C11ON; ALL MASONRY CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH IBC SECTION 1704.5 AND TABLES 1705.5.1 AND 1704.5.3 AS APPLICABLE. C 5. WOOD CONSTRUCTION: ALL WOOD CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH IBC SECTION 1704.6 AS APPLICABLE. ❑ 6. SOILS: THE SPECIAL INSPECTIONS FOR EXISTING SITE SOIL. CONDITIONS, ALL PLACEMENT, AND LOAD- BEARING REQUIREMENTS SHAIa. FOLLOW IBC SECTIONS 1704.7.1 THROUGH 1704.7.3. THE APPROVED SOILS REPORT, REQUIRED BY IBC SECTION 1802.2, SHALL BE USED TO DETERMINE COMPLIANCE. ❑ 7. PILE FOUNDATIONS; A SPECIAL INSPECTOR SHALL BE PRESENT WHEN PILE FOUNDATIONS ARE BEING INSTALLED AND DURING TESTS. THE SPECIAL INSPECTOR SHALL MAKE AND SUBMIT TO 1HE BUILDING OFFICIAL RECORDS OF THE INSTALLATION GE EACH PILE AND RESULTS OF LOAD TESTS. RECORDS SHALL INCLUDE THE CUT OFF AND TIP ELEVATION OF EACH PILE RELATIVE TO A PERMANENT REFERENCE. ❑ 8. PIER FOUNDATIONS; SPECIAL INSPECTION IS REQUIRED FOR PIER FOUNDATIONS FOR BUILDINGS AS SIGNED TO SEISMIC DESIGN. CATEGORY C, 0, E OR F IN ACCORDANCE WITH IBC SECTION 1616.3. WALL PANELS AND VENEERS; SPECIAL INSPEC1ION IS REQUIRED FOR EXTERIOR AND INTERIOR ARCHITECTURAL WALL PANELS AND THE ANCHORING OF VENEERS FOR BUILDINGS AS SIGNED TO SEISMIC DESIGN CATEGORY E OR F IN ACCORDANCE WITH IBC SECTION 1616.3. SPECIAL INSPECTION OF SUCH MASONRY VENEER SHALL BE IN ACCORDANCE WITH IBC SECTION 1704.5. 10. SPRAYED FIRE- RESISTANT MATERIALS; SPECIAL INSPECTIONS FOR SPRAYED FIRE- RESISTANT MATERIALS APPLIED TO STRUCTURAL ELEMENTS AND DECKS SHALL BE IN ACCORDANCE W1111 IBC SECTIONS 1704.11.1 THROUGH 1704.11.5. SPECIAL INSPECTIONS SHALL BE BASED ON THE FIRE- RESISTANCE DESIGN AS DESIGNATED IN THE APPROVED CONSTRUCTION DOCUMENTS. 11. EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS): SPECIAL INSPECTIONS SHALL BE REQUIRED FOR ALL EIFS APPLICATIONS WITH EXCEPTIONS. 12. SPECIAL CASES: SPECIAL INSPECTIONS SHALL BE REQUIRED FOR PROPOSED WORK THAT IS, IN THE OPINION OF THE BUILDING OFFICIAL, UNUSUAL IN ITS NATURE, SUCH AS, BUT NOT IIMITED TO, THE FOLLOWING EXAMPLES: 1. CONSTRUCTION MATERIALS AND SYSTEMS THAT ARE ALTERNATIVES TO MATERIALS AND SYSTEMS PRESCRIBED BY THIS CODE. 2. UNUSUAL DESIGN APPLICATIONS OF MATERIALS DESCRIBED IN THIS CODE. 3. MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUC110NS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN THIS CODE OR IN STANDARDS REFERENCED BY THIS CODE. ❑ 13. SPECIAL INSPECTION FOR SMOKE CONTROL; SMOKE CONTROL SYSTEMS SHALL BE TESTED BY A SPECIAL INSPECTOR. SITE DATA PROPERTY ADDRESS 1 ZONING P.I.N. # • DATE OF SURVEY ACR£SAREA ZONING 26 ATLANTIC AVENUE, TYBEE ISLAND, GEORGIA IBC 01 4- 0008 -03 -203 NFPA NFPA 13 LOCATION ALLOWABLE ACTUAL , ALLOWABLE ACTUAL ALLOWABLE ACTUAL (B) Business Business 1st floor 11 -B IL- (000). YES A1.0 23,000 • 55 12 4 OWNER INFORMATION: NAME: MARK DANA (PRINCEBUSHSMITH HOTELS) ADDRESS: 601 EAST BAY STREET SAVANNAH, GA 31401 PHONE: 912 -238 -1200 FAX: 912 - 629 -6090 OCCUPANT LOAD REQUIREMENTS: BAR SEATING SEATING AREA 231 SF / 15 SF PER PERSON " = BACK OF BAR 1112 SF / 200 SF PER PERSON =. 13 PERSONS 16.PERSONS 6 PERSONS 35 PERSONS WINDOW REQUIREMENTS: IMPACT-RESISTANT GLASS AND /OR PANELS ARE NOT REQUIRED FOR THIS STRUCTURE BECAUSE: THIS BUILDING. IS NOT LOCATED.IN A WIND BORNE DEBRIS REGION. THIS BUILDING IS DESIGNED FOR INTERNAL AIR PRESSURE. • ❑ IMPACT RESISTANT_ GLASS AND /OR PANELS ABE REQUIRED FOR THIS STRUCTURE AND ARE PROVIDED BY: IMPACT RESISTANT GLASS. PLYWOOD [ONE PER OPENING]. ❑ ARMOR SCREEN. ❑- OTHER. ❑ DOES NOT APPLY. SUSPENDED CEILING AND MECHANICAL /ELECTRICAL COMPONENT REQUIREMENTS: SUSPENDED CEIUNGS MUST BE DESIGNED FOR: El SEISMIC DESIGN CATEGORY A & B (NO SPECIAL SEISMIC SUPPORT REQUIRED). SEISMIC DESIGN CATEGORY C: C EXISTING SITE & BUILDING CONDITIONS REQUIRE SEISMIC DESIGN CATEGORY C. ❑ DUE TO UNDERLYING SOIL CONDITIONS ON SITE, THE SOIL SITE CLASS VARIES BETWEEN C (VERY DENSE SOIL & STIFF ROCK) AND D (STIFF SOIL PROFILE). FOR THE DESIGN OF THE SUSPENDED CEILING SYSTEM AND ALL MECHANICAL /ELECTRICAL COMPONENTS WE CERTIFY THAT THE INSTALLATION MUST MEET & THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY C. SEISMIC DESIGN CATEGORY D, E & F. ❑ DOES NOT APPLY. BUILDING CLASSIFICATION INFORMATION: OCCUPANCY TYPE DESCRIPTION CONSTRUCTION TYPE SPRINKLER AREA [IBC TABLE 5033 HEIGHT STORIES IBC NFPA IBC NFPA NFPA 13 LOCATION ALLOWABLE ACTUAL , ALLOWABLE ACTUAL ALLOWABLE ACTUAL (B) Business Business 1st floor 11 -B IL- (000). YES A1.0 23,000 • 55 12 4 1 A1.1 NEW FLOOR PLAN • A1.2 NEW EQUIPMENT PLAN • A1.3 REFLECTED CEILING PLAN • A2.0 ELEVATION • A3.0 DETAILS • Structural S1.0 I NEW STEEL BEAMS • Plumbing P1.0 Plumbing Demolition • P2.0 Plumbing Installation Plan • ;W+N, Wpb G011:i CO 4IAa1 T7 Over ' 0 has been rado to ic5ont cod h v c ,e.-I;i©ns, no ovo sight by th0 w fii Wer shill be cans-drucd az authority iolatc; cancel, altar or zot azido s applicable cocks or ordinancee. no and parmi t ohauld not be constraod wG. 'oai3-t2',` Or gLlaTente'Q, a INDEX OF DRAWINGS: SHEET NUMBER SHEET TITLE N o General AO.O COVER SHEET • Architectural A1.0 AS -BUILT AND DEMOLITION PLAN • A1.1 NEW FLOOR PLAN • A1.2 NEW EQUIPMENT PLAN • A1.3 REFLECTED CEILING PLAN • A2.0 ELEVATION • A3.0 DETAILS • Structural S1.0 I NEW STEEL BEAMS • Plumbing P1.0 Plumbing Demolition • P2.0 Plumbing Installation Plan • P3.0 Sanitary Installation Pion • Mechanical M1.0 HVAC Demolition Plan • M2.0 HVAC Installation Plan •. M3.0 HVAC Schedules Electrical - • E1.0 Lighting Demolition Plan • E2.0 Power Demolition Pion • E3.0 Lighting Installation Plan • E4.0 POWER INSTALLATION PLAN • Electrical: Fire Protection FP1.0 t Fire Protection Renovation • • THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION pq RELEASED FOR CONSTRUCTION BY (PROJECTLIANAGERINMAL) 7 ON dZ/ Z// 29%L 1 v s ug FP r .4\ 0 O Z H O w Wr� I., „H-4 o z�� �Ha w�� o DRAWING TTILE: PROJECT NO: 110284.000 DATE: 02/10/2012 DESIGN BY: JSK DRAWN BY: DIE CHECKED BY: JSK SHEET NO: A0.0 1 105 1 Tuesday, February 21, 2012 9:56:44 AM - Z: \110284 \Architectural Structural MEP \CARD \ Office \ Sheets \AL0 AS -BUILT AND DEMOLITION PLAN.dwg Laundry As -Built / Demolition Plan SCALE: 1/4" = 1' -0" DEMOLITION NOTES 1 2 3 5 6 NEW LAUNDRY REMOVE WALL AND ALL RELATED COMPONE:S REMOVE DOOR, CASE AND HARDWARE REMOVE CASEWORK AND ALL RELATED CONSTRUCTION REMOVE SINK REMOVE TOILETTE REMOVE WINDOW 4" SAN 24'--4" PANEL 4" SAN DEMOLITION NOTES: 1. REN OVE ALL PLUMBING AS REQUIRED FOR DEMOLITION. CAP ALL SUPPLY AND SANITARY LINES THAT ARE AFFECTED PRIOR TO REMOVAL OF WALLS. 2. TURN OFF ALL AFFECTED ELECTRICAL BEFORE DEMOLITION. REMOVE LINES BACK TO PANEL BOX OR JUNCTION BOX AS REQUIRED. 3. REMOVE AND DISPOSE OF ALL DEMOLITION MATERIALS IN LAWFUL MANNER. 4. COORDINATE WORK SCHEDULE WITH OWNER. As -Built / Demolition Plan SCALE: 1/4" = 1' -0t' THIS DRAWING AND ITS CONTENTS ARE: n NOT FOR CONSTRUCTION X- RELEASED FOR CONSTRUCTION BY ON 0'2- 7 slon- (GATE) v s . ri) TT: a u. 0? In 1 CI 411 tm VAcri 1.4 ta,13::4.4 o.to,s s a W us "' 1 0 a�o O 0 C)z 0 2 w ';',; urp Z o P.14 W W I APlq 4 44 IM 0 0a� P 010 0 g ro v 0 1 a 0 u 1 0 DRAWING TITLE: z -'A c 4 PROJECT NO: 110284.000 DATE: 01/11/2012 DESIGN BY: NTP DRAWN BY: NTP CHECKED BY JSK SHEET NO: A1.0 z P \CADD \Office \Sheets \A1 2012 9:5739 AM- Z, \110284 DOOR AND FRAME SCHEDULE 1 DOOR FRAME MARK ISIHzx HEAD DETAILS PROTT CTTON GENERAL NOTES JAMB SILL E E}(I tG 1 11111111111 1111.1 III M —_- 101 3' -0" X r-04' . SCWD • IN= - MEM IN -- Ell 1111111 MEM 1111111.11.110.11111 103 3' -O" X 7' -O* I MEM n= IIEJIIIIIIIMIIIIIIII ALL WOOD DOORS TO BE STAIN MADE.. FINISH DOOR ALL-SIDES [TO INCLUDE TOP & BOTTOM) HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH ADJACENT WALLS. ROOM FINISH SCHEDULE NO. NAME FLOOR WA CEILING HT. SOUND INSULA1EI GENERAL NOTES Fs a. 1 1 I .r 1 1 c s c • "m a co — INDICATES MAT1.. USED, NO FIELD SON REQUIRED 0 — INDICATES mot. USED, FIELD FINISH REQUIRED • 100 101 NEW LOBBY MINNIIMOINIMMOMMI RESTROOM 0 102 103 RECEPTION P STORAGE 104 LAUNDRY 0 O 0111111110011111 MIN onIR DDUS O RUII0I$UD UI O 11111111111111111011111100111111 o • • • • • NOTE: 1. ALL FINAL COLOR SELECTIONS TO BE MADE AND APPROVED BY OWNER AND ARCHITECT. NEW BIKE RACK 0-1-17 NEW LAUNDRY DRYER DRYER AMERICAN NATIONAL STANDARD [CABO/ ANSI A117.1 -19921 [ADA 2010] 1 1/4 -1 1/2" NOM. GRAB BAR 3' -0" GRAB BAR " LEVER ON TRANSFER SIDE TOILET PAPER DISPENSER 4' -6" r-0"4. 3' -6" I GRAB BAR , v 3' -0" ,- '-TOILET PAPER DISPENSER " 5' -0 "CLEAR FLOOR SPACE 4' 1 -6 ACCESSIBLE FLOOR MOUNTED TOILETS 5' -0" CLEAR FLOOR SPACE 30" CFS ACCESSIBLE LAVATORY KNEE CLEARANCE 0 CV TOE CLEARANCE 48" CFS HANDL \ARE MREST r 3' -6" 4,6" , EYE LEVEL LAP. g SEAT, s M TOE, N. 1.4 NOTES: DIMENSIONS OF ADULT -SIZED WHEELCHAIRS. WHEELCHAIR STANDARD d- FIRE EX-11NG. TOWELS TOWELS SOAP * FIRE ALARM AUDIBLE & VISUAL SIGNAL SWITCH OUTLET TELEPHONE THERMOSTAT 2" FROM DOOR FRAME 1 i OUTLET =* 0 0 *NON- ACCESSIBLE COAT HOOKS ACCESSIBLE COAT HOOKS MEN NOTES: MISC. MOUNTING DETAILS [DIMENSIONS SHOWN ARE TO THE HIGHEST OPERABLE PART] ACCESSIBLE STANDARD MOUNTING HEIGHTS/ DETAILS J 1105 WASHER WASHER EXISTING UTILITY SINK New Laundry Plan SCALE: 1/4" = 1' -0" EXISTING PARKING SPACE PANEL STORAGE. 120/240 NEW COURIER (DESIGN BY "OWNER) - -NEW.- WALLS 374 /2" - 20 GA. METAL STUDS >W j58" GYPSUM WALLBOARD EXISTING RIR NEW LOBBY J,100 I X" GYP. BOARD ON :Mn Y FURRING CHANNELS 0) New Office Plan SCALE: 1/4" = 1' -O" �cC88518,1'��prov�` �� 1s teQ!+Ted o eft die ryr Ills s�e�G;ia te530, i and`ca1© d rn�ota�e� ■ �!4 ciat Code DIBOARD SIDING y2" PLYWOOD SHEATHING iO EXISTING CONCRETE HARDIBOARD SIDING Y" PLYWOOD. SHEATHING R -13 INSULATION 20 GA. TRACK w/2 -.145 RAMSET 8" O.C. T &B THIS DRAWING AND ITS CONTENTS ARE: NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY (PROTECT TANAGER INlT1AL) ON 61- 2.t1 (DATE) s E STAMP: a (f) 4 44 I-4 o 4 I~ � 1°t �t a� ..q Z 4,1 .gg 1 Pauli ›ni P Cal g:1 ° W 004 P s 0 o g 2 pwal 1 0 tl i b � pq 0 s. o, B b �o DRAWING TITLE: PROJECT NO DATE: DESIGN BY: 110284.000 01/11/2012 NTP DESIGN BY: NTP DRAWN BY: NTP 8 CHECKED BY: JSK SHEET NO: A1.1 Tuesday, Febtuary 21, 2012 1027:15 AM - ZA110284\ Architectural Structural MEKCADD \ Office \Sheets \ S1.0 NEW STEEL BEMS.dwg 1/4 A8 NO1101181SNO0 80A G NO11011aLSNO0 80A ION ❑ —4 Cs, 8J.N00 SII ONV ONIM MititNeit.."4:•491.7*.t. :141,19114.11 fo3 1,11%.. ti itAtlit 1.1:41 ZVI; V464.4 4.4 fe '49 2011 Kern-Carl= & Co, LLC - This drawing and its reproductions arc the propewty of this funs and may not b saluted, published, or used in any sway said) out the 'aline* permission atlas ftnn. q , p NEW STEEL i z 0.' 2 g BEAMS .. , -....-- ,, 4111111111101. OMII•11 V-4" co PROPOSED LOBBY 16 NOVATIONS FOR LOCATION RISA STREET a Oa As • s s ft r TWEE XSLANfl GEORGIA '''' Kern Colernan & Co. LLC. CI'o Consulting Engineers • Land Surveyors Land Planners Architects • Landscape Architects • Environmental Scientist Ma11 Court (3140G) .P.O. Box 15179 -Savannah, Georgia 31416 daft Telephone: (912) 354-8400•Fax: (912) 356-1865E4nall: info@ketocoleman.corn 1 105 1 DRYER VENT BOX. SEE DETAIL ON SHEET M3.0. CONTROL BOX 0 0 0 L1 1J J 14" 3/8" UNES 0 FS 5 GALLON BUCKETS P -15 P -15 NEW LAUNDRY 1 105 1 DRYER -1 DRYER -2 1 STEEL I —BEAM TO 4 ALEX OUTLET MOUNT BEHIND WASHERS AT 4' -6" AFF. TYPICAL FOR 2 PLACES. (3) 3J8" LIQUID LINES TO WASHER BOX 10" C P -16) CP -16) MOUNT CONTROL BOXES ON WALL SEE DETAIL 3/8" LINES C P -16 WASHER WASHER is 1 1/2" 1 1/2" ram 2" 2" VEN NEW GALVANIZED SHEETMETAL DUCTWORK TO DRYER 1/2. RUN TIGHT TO CEILING TO NEW 14" TO OUTSIDE. DRAIN AC/Pi s in; Installation Plan SCALE: 1/4" = 1' -0 (3) 3/8" UQUID LINES TO WASHERS CLOROX 5 GALLON FABRIC SOFTNER 5 GALLON DETERGENT 5 GALLON Control Box Detail SCALE: 1/4" = 11-0" RUN NEW 3/8" CLEAR PLASTIC HOSES TO THE (2) LARGE WASHERS. INSTALL LAUNDRY BOXES WITH SHUT=OFF VALVES ON WALL RUN FLEX HOSES TO WASHERS. RUN NEW 1/2" H/C WATER TO BOXES. ENLARGED TROUGH WITH SEDIMENT BUCKET INSTALL 3" MAIN DRAIN ALONG WALL AND ELBOW DOWN TO TROUGH DRAIN. LEAVE 4" AIR GAP. INSTALL SEDIMENT BUCKET TRAP DRAIN FOR MAINTENANCE. BUCKET TO BE REMOVEABLE. INSTALL 1 1/2" DRAINS FROM WASHERS TO 2" DRAINS ALONG WALL. INSTALL LAUNDRY BOXES AND TIE INTO EXISTING H/C WATER ON WALL 11 al of Geol'cli . # \iil�`- s1s1y ti;tiii Yil Iiiit ,' #.Tic f Gvoi'uIa ,rry3i SAaV- nis mply v.11 `l'IlV{IIG� ii r c UU andSa¢Oo G°°17-1 AMGri NOTE: SQUARE "0" OR EQUAL ACCEPTED DRYER -1 DRYER -1 NEW LAUNDRY DRYER -2 A -11 WASHER WASHER IVAS ER A -1 A-3 A -5 A -7 p Power Installation Plan ,E5. SCALE: 1/4' = 1' -0" GFI A -9 LEGEND CB LAUNDRY BOX CONTROL BOX DOMESTIC COLD WATER DOMESTIC HOT WATER CSI IN UNE VALVE 0 WH PIPE DOWN 5 GALLON DETERGENT CONTAINER FIXTURE SYMBOL ELECTRIC WATER HEATER THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY ON 7 N. IS e 2 �� I� -4 M s� O cz 0 E'*: al ,7 40i 7e.C! Li V W I !fI: W ° STAMP: d H DRAWING TITLE: PROJECT NO: 110284.000 DATE: 01/11/2012 DESIGN BY: DAB DRAWN BY: DAB CHECKED BY: DAB SHEET NO: E5.0 PANEL: NEW A TYPE: SQUARE "0" STYLE: PHASE NQOD MAINTYPE: M.L.O. AMPS: 200 VOLTS: 2081230 1 WIRE: A.I.C. RATING: 2Z000 CKT NO LOAD DIRECTORY VA CB AMP A B C CB AMP VA LOAD DIRECTORY CKT NO 1 DRYER -1 3,000 3011 -A - -- ELECTRIC WATER HEATER 2 3 DRYER -2 3,000 3411 --.13-- 4 5 WASHER- 2,400 20/1 - - -C- SPARE 6 7 WASHER -2 2,400 20/1 . A -- _ SPARE 8 9 REC WASHER -3 1,000 2011 __B__ SPARE 10 11 REC STORAGEILAUNDRY . 600 20/1 ___ . C - SPARE 12 13 SPARE A -- SPARE 14 15 SPARE - -B -- SPARE 16 17 SPARE - - -C- SPARE 18 19 SPARE -A - -- SPARE 20 21 SPARE -- B - - SPARE 22 23 SPARE --C- SPARE 24 25 SPARE -A - -- SPARE 26 27 SPARE - -B -- SPARE 28 29 SPARE - - -C- SPARE 30 31 SPARE -A - -- SPARE 32 33 SPARE -.8 -- SPARE 34 35 SPARE - - -C- SPARE 36 37 SPARE -A - -- SPARE 38 39 SPARE - -B -- SPARE 40 41 SPARE ••C C: SPARE 42 4,000 3,000 TOTAL VA: 7,000 TOTAL AMPS: 19 NOTE: SQUARE "0" OR EQUAL ACCEPTED DRYER -1 DRYER -1 NEW LAUNDRY DRYER -2 A -11 WASHER WASHER IVAS ER A -1 A-3 A -5 A -7 p Power Installation Plan ,E5. SCALE: 1/4' = 1' -0" GFI A -9 LEGEND CB LAUNDRY BOX CONTROL BOX DOMESTIC COLD WATER DOMESTIC HOT WATER CSI IN UNE VALVE 0 WH PIPE DOWN 5 GALLON DETERGENT CONTAINER FIXTURE SYMBOL ELECTRIC WATER HEATER THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY ON 7 N. IS e 2 �� I� -4 M s� O cz 0 E'*: al ,7 40i 7e.C! Li V W I !fI: W ° STAMP: d H DRAWING TITLE: PROJECT NO: 110284.000 DATE: 01/11/2012 DESIGN BY: DAB DRAWN BY: DAB CHECKED BY: DAB SHEET NO: E5.0