Shops Around Lenox - freeplotting.com around … · [email protected] MEP Engineering SALAS O'BRIEN 1255 Collier Road Atlanta, Georgia 30318 Contact - Robert Zendejas Phone

Maximum Path ofTravel: 68'-4"

ExistingElectrical

RoomNew

Single UserRestroom

102

101

Suite 209/212

Symbol Legend

Light Fixture - 2'x4' Fluorescent (Battery Pack Back-up)

Light Fixture - Exit Sign (Battery Pack Back-up)

Fire Safety - Fire Alarm

Key Hatch - Not in Scope

Fire Extinguisher - Wall Mount

Path of Travel

Proj. No:Drawn By:Project Manager:

Client:

Sheet Title:

Date:No:Description: By:

ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIEDON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECTMANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIESPRIOR TO PROCEEDING WITH THE WORK.

© NELSON 2017 ALL RIGHTS RESERVED

Prepared By:Date:Reviewed By:Date:Approved By:Date:

Project Title & Address:

Seal:

Phone: (404) 881-1811

1170 Peachtree St

Atlanta, GA 30309Suite 1700

MARK SCHROEDER, TX ARCHITECT, # 17195

SHOPS AROUND LENOX3400 AROUND LENOX DRIVE, SUITE 207ATLANTA, GA 30326

17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17

Issued for Construct./Permit 01 MQ 10/03/17Issued for Client Review 01 MQ 09/29/17

BUILDING DATA DRAWING INDEX LOCATION MAP

LIFE SAFETY PLAN

PROJECT CONTACTS

3400 Around Lenox DriveSuite 209/212

Shops Around Lenox

Interior Planning & DesignNELSON1170 Peachtree Street NESuite 1700Atlanta, GA 30309

Contact - J.Starr/N.MasudaArchitect - Mark SchroederPhone - 404.881.1811Email - [email protected]/[email protected]/[email protected]

MEP EngineeringSALAS O'BRIEN1255 Collier RoadAtlanta, Georgia 30318

Contact - Robert ZendejasPhone - 404.434.7373 (c)Email - [email protected]

Atlanta, GA 30326

Property ManagementJLL1125 Sanctuary ParkwaySuite 170Atlanta GA 30009

Life Safety Plan1/8" = 1'-0"

1I-1

Plan NorthTrue North

I-1.1

Contact - Greg HahnPhone - 404.216.7830Fax - 678.280.2235Email - [email protected]

Project Summary and Scope - Demolition of existing conditions within existing vacant suite in preparation

for new occupant (NIC). Installation of new demising partition; alternate for new restroom construction. There is notenant associated with this permit; all new construction for tenant occupancy is provided under a separate permitapplication.

Project Usable Area - 2,126 SFExisting Occupancy: M -Mercantile (IBC)

Mercantile - Class B (NFPA)->3,000 SF - < 30,000 SFProposed Occupancy: B - Business or Mercantile Class C <3,000 SF

To be determined by new tenant buildout - Provide by others.

Exiting Requirements for a New Business Occupancy per 2012 NFPA 101 Chapter 38:Min. number of Means of Egress required from Suite 209/212: 1 exit required if travel distance to exit <100'(sprinklered), 1 exit provided.Arrangement of Means of Egress: N/A

Max. Travel Distance: 100' (per Section 38.2.4.3 and 38.2.5.3.1)

Max. Common Path of Travel: 100' (per Section 38.2.5.3.1)Max. Dead End Corridor: 50' (per Section 38.2.5.2.1)

Min. corridor width at Means of Egress: 44" (per Section 38.2.3.2)

Min. door width: 32" (per Section 7.2.1.2.3; 36" wide doors provide 34" clearance and meet the 32"

requirement)

Existing requirements for new Mercantile per 2012 NFPA 101 Chapter 36Min Number of Means of Egress required for Suite 209/212: 1 Exit per Section 36.2.4.4 (Sprinklered, <100'

travel Distance); 1 Exit provided.

Max. Travel Distance: 250' (per section 36.2.6.2)

Max. Common Path of Travel: 100' (per section 36.2.5.3(2))

Max Dead End Corridor: 50' (per section 36.2.5.2.1)Capacity of Means of Egress: Occupancy Load / 0.2"

Fire Protection Requirements per 2012 IBC and 2012 NFPA 101

Tenant Demising walls - Non-rated per IBC Table 508.4 (B next to M); 1 hr provided.Occupancy Separation - N/AWall Penetrations - 60 MinOpening Protectives - N/A

PROJECT INFO

Building Jurisdiction - City of AtlantaBuilding Description - A one (1) story, multi-tenant office building with concrete structure andglass/masonry exterior facade.Building Construction Type per 2012 IBC, Chapter 6: Type II BFire Protection: Fully SprinkleredFire Alarm System: YesGenerator: NoNumber of Stories - 1 StoryTotal Building Area -Date of Building Construction -

2017 City of Atlanta Code Requirements

Building - 2012 International Building Code (IBC), with 2014, 2015, and 2017 Georgia Amendments

Fire Safety - 2012 International Fire Code (IFC), with 2014 Georgia Amendments

Plumbing - 2012 International Plumbing Code (IPC), with 2014 and 2015 Georgia Amendments

Mechanical - 2012 International Mechanical Code (IMC), with 2014 and 2015 Georgia Amendments

Gas Piping - 2012 International Fuel Gas Code (IFGC), with 2014 and 2015 Georgia Amendments

Electrical - 2014 National Electrical Code (NEC) (No Georgia Amendments)

Energy - 2009 International Energy Conservation Code (IECC), with 2011 & 2012 Georgia Supplements &Amendments; ASHRAE / IESNA Standard 90.1 - 2007, with Georgia Amendments

Accessibility - Georgia Accessibility Code - GSFC Rules & Regulations, 120-3-20A, referencing the 2010 ADA(Americans with Disabilities Act)

Life Safety - NFPA 101-2012 Life Safety Code; as amended by Rules and Regulations of the Safety FireCommissioner, Chapter 120-3-3 through the Georgia Department of Community Affairs

Georgia Accessibility Code

We certify that we have prepared these plans in conformity with Chapter 120-3-20A of the Rules and Regulationsof the Georgia Safety Fire Commissioner referencing the 2010 ADA Standards for Accessible Design for makingbuildings and facilities accessible to and usable by people with disabilities to the best of our knowledge,information and belief for the scope of the work herein permitted.

Sheet Number Sheet Title Drawing Revision Number

GENERAL

I-1.1 COVER SHEET & LIFE SAFETY PLAN

I-1.2 GENERAL NOTES

I-2 DEMOLITION PLAN & PARTITION PLAN

I-3 ELEVATIONS

I-4 DETAILS

MECHANICAL

M-0 MECHANICAL SPECIFICATIONS

M-1 MECHANICAL SPECIFICATIONS

M-2 MECHANICAL DEMOLITION PLANS

M-3 MECHANICAL PLAN A AND ROOF PLANS

M-4 MECHANICAL PLAN B

ELECTRICAL

E-1 ELECTRICAL GENERAL

E-2 FLOOR PLAN - ELECTRICAL OPTION A & B

PLUMBING

P-0 PLUMBING GENERAL

P-1 PLUMBING SPECIFICATIONS

P-2 PLUMBING DEMOLITION PLANS

P-3 PLUMBING PLAN A

P-4 PLUMBING PLAN B

P-5 PLUMBING GAS PLAN

UTILITY PLAN

COVER SHEET &LIFE SAFETY PLAN

1. Pre-bid Job Site VisitPrior to submitting bid, Contractor shall visit job site and notify VeenendaalCave and the PropertyManager of any physical conditions not included in the construction documents, requiring correctiveaction. The Contractor shall verify field conditions and shall carefully compare such conditions andother information known to the Contractor with the contract documents before submitting bid. Thecontractor shall notify VeenendaalCave at once of any errors, inconsistencies or omissions.2. Existing ConditionsContractor shall field verify existing conditions for any unforeseen discrepancies prior to orderingmaterials, beginning fabrication or starting construction. Notify Designer/Architect and PropertyManager/Landlord immediately if any condition will impact the proposed scope defined in theseplans.3. Scale and Dimension NotesDo not scale drawings. Larger scale plans and details will take precedence over smaller scaledrawings. "Typical" means the referenced detail shall apply for all similar conditions unlessotherwise noted. All dimensions indicated on plan are from face of existing partition to face of newpartition or face to face of new partitions unless otherwise indicated. Dimensions noted as "clear"(CLR) shall be measured from finished face to finished face.4. Quality of WorkAll work is to be complete, quality construction free from defects and damage. All materials shall beinstalled according to Manufacturer's specifications.5. Work RegulationsContractor shall make every effort to have a full understanding of specific policies of PropertyManagement for completing work on the property. All work shall be in strict accordance with allapplicable codes, laws, rules and regulations having jurisdiction. Contractor is responsible for allrequired building permits and inspections of work.6. Building StandardsContractor shall contact Property Manager for clarification of Building Standards.7. InsuranceContractor shall obtain and abide by Property Manager's requirements for insurance as well as Rulesand Regulations for construction on the property. Contractor and Subcontractors shall at all timesperform work in strict accordance with the Property Manager's requirements.8. Building CoreAll Mechanical, Electrical, Telephone and Janitor rooms shall be restored to the original conditionprior to work being started by the Contractor / Subcontractors (including Client's low-voltagevoice/data contractor). These areas shall be cleaned thoroughly.9. Window BlindsContractor to walk space with Property Manager to assess condition of base building window blinds.Property Manager shall be responsible for repair/replacement of blinds identified during initial walkthrough inspection. Contractor responsible for any damage to blinds beyond initial assessment.10. Construction Debris/ Clean UpDebris resulting from construction shall be removed entirely from the site on a daily basis to a wastearea provided by the Contractor. All areas of construction shall be clean and orderly (as well as leftin a broom swept condition daily). Contractor shall clean site at end of project. All dust, debris,oils, stains, fingerprints and labels shall be removed from all exposed finished surfaces. Allelectrical, mechanical, and telephone rooms shall be put back as found; floors are to be swept andmopped.11. Construction PrecautionsThe Contractor shall be responsible for taking adequate precautions to protect building occupants,materials, and existing finishes throughout all phases of construction. Noise, security and dustbarriers between construction areas and occupied or public areas shall be maintained by Contractor. 12. SmokingAll jobs shall be designated "No Smoking" areas.13. HVAC Unit FiltersConstruction filters are to be placed over return air intake grills and all fire dampers prior to anyconstruction. After construction, they shall be removed and new filters installed. Filters shall bereplaced as needed to provide unrestricted airflow.14. Walk-off MatsWalk-off mats are required in each space at exit door locations. They are to be maintained by theContractor.15. Construction AreasAll doors into the construction areas are to remain closed at all times.16. Stop WorkThe Property Manager reserves the right to stop work or remove any person from the property that isin violation of building rules.17. Construction Operations/ Noise RestrictionAny construction operations that infringe on an adjacent Client's quiet use of a leased area or asdirected by a Property Manager shall be performed after hours. Construction that may disturbexisting Clients, including but not limited to concrete coring, hammer drilling and the use of screwguns on partitions or demising walls must be done outside of the weekday hours of 9:00 am to9:00 pm.18. AbbreviationsThe following is a list of commonly used abbreviations.NIC - Not in Contract; AFF - Above Finish Floor; TYP - Typical; SAB - Sound Attenuation Blankets;Clr - Clear; Min - Minimum; EQ - Equal; h.m. - hollow metal; UNO - Unless Noted Otherwise;Opp - Opposite Hand.

Construction General Notes1. Extent of DemolitionContractor shall be responsible for any damage to finishes or components not scheduled fordemolition. Damaged items shall be replaced or repaired to meet or exceed former conditions. Therenovation, demolition, and/or new construction will utilize as much of the existing ceiling grid,lighting fixtures, sprinklers, ceiling tile, ceiling diffusers, ductwork, thermostats, speakers, exit signs,emergency lighting, switches, outlets, cover plates, hardware, blinds, partitions, and the like thatwill conform and benefit the proposed new Client layout. If any of these components do not exist inthe current and/or expanded Client space, the Contractor shall include them as part of the finalpricing as part of the scope of work in order to provide a fully operational Client space including allfinishes, mechanical, plumbing, and electrical systems.2. Code ComplianceDuring demolition work, Contractor shall comply with 2012 IBC Section 3302 ConstructionSafeguards, Section 3303 Demolition, and Section 3309 Fire Extinguishers.3. Dust BarrierContractor shall maintain dust barriers between occupied areas and areas of demolition. Allbarriers shall comply with 2013 NFPA 241, Safeguarding Construction, Alteration, and DemolitionOperations, Section 4.3 - Temporary Structures which requires temporary enclosures (e.g. dustbarriers) to be constructed using noncombustible, flame-resistant, etc. materials. The use ofpolypropylene plastic or similar combustible materials (plywood, etc.) to enclose demolition work isnot permitted by this section. Provide Americover FRT 10 mil. reinforced FRT plastic sheeting PSR10FR (or equal) secured at ceiling and floor except where used as an ingress/egress to the area ofconstruction.4. Disruption ControlContractor shall take measures as necessary to minimize noise, dirt and disruption to occupiedspaces adjacent to areas of demolition. It is the Contractor's responsibility to maintain buildingcorridors and exits free of materials and equipment.5. Clean UpDebris resulting from construction shall be removed entirely from the site on a daily basis to a wastearea provided by the Contractor. All areas of construction shall be clean and orderly (as well as leftin a broom swept condition daily).6. Removal and StorageContractor shall exercise care in removal of any components (i.e. doors, frames, fixtures, ceiling tile)that may be reused on this or future projects. Contractor shall coordinate appropriate storagelocations for such components directly with Property Manager.7. Pre-existing Cabling/ Low Voltage - Voice/ Data WiringThe General Contractor shall remove from existing drywall partitions and ceiling plenum allabandoned circuiting, wiring, cabling, and conduit systems for power, low voltage controls andcommunications back to their point of origin. All penetrations of fire rated structures shall berestored with an approved penetration firestop system installed in accordance with 2012 IBC714.3.1. 8. Materials Above CeilingContractor to remove all partial gypsum board partitions located above ceiling grid that may not beevident by a standard field verification. Contractor to remove ceiling tile as necessary to field verifyand include any cost associated with removal in the base bid. During demolition all materialslocated above the lay-in ceiling, not to be reused, are to be removed. After demolition and beforeceiling cover-up, the Property Manager shall visually verify that this removal has been done.9. DuctworkContractor shall remove all ductwork and hangers not to be reused by new Client. All ductwork wallpenetrations shall be repaired in fire rated partitions with an approved penetration firestop systeminstalled in accordance with 2012 IBC 714.3.1. 10. ThermostatsThermostats to be stored above the ceiling during demolition for re-use.

Demolition Plan General Notes Partition Plan General Notes1. Location and Field VerificationThe Contractor shall be responsible for field verification of ductwork, plumbing lines and sprinklerlines to insure installation of light fixtures shown. Contractor shall notify VeenendaalCave of anyobstructions prohibiting light fixtures from being located as shown on the Reflected Ceiling Plan.Direction shall be obtained from VeenendaalCave for the revised fixture location.2. CleaningClean all HVAC supply and return grilles as required. Contractor shall insure that lenses in lightingfixtures are left clean and free of dust, dirt, and smudges. Plastic and labels shall be removed fromall light fixtures at project completion.3. Exit SignsContractor shall provide all required building standard emergency exit lights with directionalarrow(s) as required for specific ceiling location.4. SwitchesContractor shall locate light switch cover plates 6" from door frame or corner of partition and 48" oncenter above finished floor unless otherwise noted. Two or more light switches in the same locationshall be ganged together with a common faceplate. All switch cover plates shall match BuildingStandard.5. EquipmentAll new or existing HVAC, electrical and plumbing equipment shall be free of defects. Any damagedor defective equipment whether building standard or special order, shall be replaced.

Reflected Ceiling Plan General Notes1. CodesContractor shall comply with 2014 National Electrical Code, 2012 International Building Code,2012 NFPA 101 and all other applicable state and local codes.2. Electrical PanelsAll electrical panels to have proper TYPED schedules installed. Hand written schedules will not beaccepted.3. Fire AlarmsTemporarily locate horn/strobe devices as shown. Final fire alarm layout to be determined inconstruction scope (under separate permit).

Power/Communication Plan General Notes1. Existing Surfaces RepairThe Contractor shall retouch or refinish surfaces damaged by subsequent work.2. Existing SurfacesContractor shall examine all surfaces to be finished under this contract and see that the work of theirtrades has been installed in satisfactory condition to receive paint, stain or specified finish. Theapplication of the first coat of any finish process shall constitute acceptance by the Contractor of thesurface.

Finish Plan General Notes1. Field Verification of DimensionsDuring construction Contractor shall field verify all proposed dimensions at site and notifyVeenendaalCave and the Property Manager of any discrepancies that will impact the proposed scopedefined in these plans prior to ordering materials or beginning fabrication. 2. CodesContractor shall comply with National Electrical Code, International Building Code, N.F.P.A. 101 andall other applicable state and local codes.3. Gypsum Wall Board PartitionsAll gypsum wallboard and metal stud construction shall be in accordance with recommendationsand instructions published by U.S. Gypsum Company's "Gypsum Construction Handbook", latestedition.4. Fire ExtinguisherInstall fire extinguishers as indicated on drawings and as further required by NFPA 10, Standard forPortable Fire Extinguishers. Provide one fire extinguisher (with a minimum rating of 2A:10B:C forevery 3,000 square feet or 4A:10B:C for every 6,000 square feet) and located so no travel distanceto a fire extinguisher exceeds 75 feet. For fire extinguishers in fully-recessed or semi-recessedcabinets, mount cabinets so the top of the fire extinguisher does not exceed 48" AFF. If asemi-recessed cabinet projects more than 4” from the wall and for wall-mounted fire extinguishers,mount bottom 27” AFF maximum.


Client:

Sheet Title:






Seal:

Phone: (404) 881-1811

1170 Peachtree St




17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17


I-1.2

GENERAL NOTES

Site Visit: Contractor shall visit site and verify/survey existing conditions. Notify Designer inwriting of any discrepancies between drawings and site prior to providing final pricing/beginningdemolition.

Extent of Demolition: Remove all interior components within the suite, including but notlimited to, partitions, doors, plumbing, finishes, power/communication devices, ceiling grid & tile,switching, lighting, etc. Cap all plumbing to point of origin. Coordinate with PropertyManager for building stock/appropriate disposal of these and all other items.See Symbol Legend.

Life Safety: Provide minimum life safety equipment including new exit sign, emergency light,and fire extinguishers as required by local jurisdiction. Chain hang fixtures from structure above asnecessary. See Life Safety Plans 1/I-1.1

Furniture: Leftover furniture and freestanding merchandise remaining in the suite to be removedby the Contractor. Do not salvage.

Plumbing Fixtures: Remove all plumbing fixtures throughout suite unless otherwise noted. Capall plumbing at point of origin.

D1- Existing Mirrors to remain where indicated. Protect during demo/construction.

Demolition Plan Key Notes

Construction Plan Key NotesSurface Preparation: Visually inspect, “hotpatch” and prepare all surfaces to receive newfinishes. Skim surfaces where wallcovering has been removed.

Existing Doors: All full height entry/exit doors/frames/sidelites/hardware are to remain. Verifyhardware/closers are in proper working condition and that glass is tempered and secure.Coordinate with Property Manager if replacement of any components isnecessary.

Switches: Electrical Sub-Contractor to determine exact number of switches needed based ontemporary lighting layout. Final switching layout to be determined in second phase of project (underseparate permit).

C1- Provide and install one (1) solid wood door in HM knock down frame, 3'-0" W x 7'-0" H inSingle User Restroom #102. Coordinate with Landlord for new building standard specification andfinishes. Provide and install a Privacy Lockset Hardware set, hardware to be lever type and matchbuilding standard.

Symbol Legend

Partition - Existing to Remain

Key - Note

Partition - To be Removed

Door - Existing to Remain

Door - To be Removed

Transition - Extent of Demolition

D1

Key Hatch - Not in Scope

PA #1 - All work associated with New Single User Restroom shall be priced separated as alump sum cost. See Plumbing Schedule & Accessory Schedule.

Price As Alternate Key Notes

Partition - Partition Type "B" (Non Rated) See Detail 1/I.4

Partition - Partition Type "B" (1hr Rated) See Detail 2/I.4

Power/Communication Devi

Light Fixture - 2'x4' Fluorescent (Battery Pack Back-up; switchedto only come on with loss of power.)

Light Fixture - Exit Sign (Battery Pack Back-up)

Fire Safety - Fire Alarm

Fire Extinguisher - Wall Mount

Key - Detail Section or Elevation

Key - Plumbing/Accesssory TypeP1

Sht.Det.

Key - Enlarged PlanSht.Det.

Switch - Default: Single PoleALIGN

Key - Align

Modifiers N - New

Reflected Ceiling Plan Key NotesR1- Provide and install new building standard ceiling grid and tile @ 8'-0"AFF in New Single UserRestroom #102. Grid to be centered within the room. See Enlarged Reflected Ceiling Plan3/I.2

D1

D1

ExistingElectrical

Room

NewSingle UserRestroomP1

P2

P3

PA-1

I-23

A2-2A3

102

101

Suite 209/212

Suite 207/208

C1

N

6'-6"

ALIGN

ALTERNATE - PLUMBING SCHEDULEProvide Fixtures as specified or approved equal. Submit cut sheet of substitute to Designer for approval.

Description Specification

P1

P2

P3

Sink & Faucet - Wall HungSink - American Standard; Comrade Wall-Hung Lavatory; whiteFaucet - American Standard; Monterrey 7501.170; Two-Handle Center Set Lavatory Faucet with Gooseneck Spout; Wrist BladeHandles; Pop-Up Drain & 0.5 gpm insert.

Toilet - ADAToilet - American Standard; Cadet FloWise Right Height Elongated Pressure Assisted Toilet 1.1 gpf; White; 2467.100.Seat - Everclean Toilet Seat with Slow-Close; Elongated Toilet Seat; White; 5321.110.

Floor DrainDrain - J.R. Smith DX2005 Floor Drain w/ Type B 6" square stainless steel adjustable strainer. Provide w/ trap primer.Coordinate with MEP Engineer for exact location(s).

Type

102

R1

N

N

Demolition PlanScale: 1/8" = 1'-0"

1I-2


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:


Seal:

Phone: (404) 881-1811

1170 Peachtree St




17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17


DEMOLITION &PARTITION PLAN

I-2

Construction PlanScale: 1/8" = 1'-0"

2I-2

Enlarged Reflected Ceiling PlanScale: 1/4" = 1'-0"

3I-2

1I-3 PLE_10

Elevation - Typical RestroomScale: 1/2"=1'-0"

I-33

16"-18"60" Clr. Min. to Lavatory

20"Min.

34" M

ax. to

Rim

40" M

ax. to

Refle

ctive

Surfa

ce

36"Min.

I-32

24"Min. 12"Min.

34"

15"M

in.

LC

Note *

ALL CODE REQUIRED DIMENSIONS(EX: ADA, ANSI, IPC) ARE TO FACEOF SCHEDULED FINISHES. PROVIDE INSULATION ON ALL

EXPOSED HOT WATER PIPES AND ONALL EXPOSED DRAIN PIPES REFER TO RESTROOM ACCESSORIES

ELEVATIONS FOR NOTES ANDDIMENSIONS REGARDINGACCESSIBLE REQUIREMENTS.

Side Elevation - Accessible Tank ToiletScale: 1/2"=1'-0"

2I-3 PLE_23

34"

42" Min.

7"- 9"

12"Max.

17"-1

9"

15" M

in.

54" Min.

to To

pof

Seat

11 2" Min.

Side Elevation - Wall Mount Lavatory

6" Toe SpaceMax.

9" M

in.

17" Min.

Scale: 1/2"=1'-0"

3I-3

34" M

ax. 8"

Min.

27" M

in.

PLE_03

11" Min.

PROVIDE INSULATION ON ALLEXPOSED HOT WATER PIPES AND

ON ALL EXPOSED DRAIN PIPES

358

48" M

ax.

2'-11"LC

34" 48

"

48" M

AX.

U.N.

O.

(U.N

.O.)

PROVIDEBLOCKING, TYP.

T1 T4T3

PROVIDEBLOCKING, TYP.

40" M

AX48"

(U.N

.O.)

T2 T6 T7 T8

22"

19"

T5

EQ EQ

Accessory Mounting Heights

Surface Mounted PaperTowel Dispenser

Surface Mounted PaperDispenser (Single Roll)

Dual Roll Toilet PaperDispenser w/ Hood

SoapDispenser

FramedMirror Unit

36"/42"Grab Bar

Robe/ClothesHook

ALTERNATE - ACCESSORY SCHEDULEProvide Accessories as specified or approved equal. Submit cut sheet of substitute to Designer for approval.

Description NotesSpecification

Semi-recessed Paper Towel Dispenser/Waste ReceptableA1 Bobrick B-38032

Surface Mounted Toilet Paper Dispenser (Single Roll)A2 Bobrick B-685

A3 Surface Mounted Soap Dispenser

A4

Bobrick B-2112

Framed Mirror Unit

A5

Bobrick B-165 2436

A6

Bobrick B-6806x36

A7

Bobrick B-6806x42

Robe/Clothes Hook Bobrick B-233

Grab Bars - 36"

Grab Bars - 42"

1 12" Diameter, 36" Length

1 12" Diameter, 42" Length

Locate on doors @ all Toilets, Exams, Procedure & Ultrasound Rooms

Type


Client:

Sheet Title:






Seal:

Phone: (404) 881-1811

1170 Peachtree St




17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17



Client:

Sheet Title:






Seal:

Phone: (404) 881-1811

1170 Peachtree St




17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17


ELEVATIONS

I-3

HEAD

2I-4

Partition Type B (1 HR Rated)Scale: 1"=1'-0"

SILL

PLAN

WTB_01

(1) LAYER 5/8" FIRE RATED GYPSUM WALL BOARD TYPICALEACH SIDE

CONTRACTOR TO STENCIL 2" HIGH "ONE HOUR FIRE AND SMOKEBARRIER - PROTECT ALL OPENINGS" ON BOTH SIDES OFPARTITION ABOVE CEILING AT 12'-0" O.C. UL LISTING #U465

FINISHED FLOOR

SCHEDULED BASE

3-5/8" METAL STUDS 24" O.C. (MAX.)

MINERAL WOOL OR GLASS FIBER BATTS COMPLETELYFILLING STUD CAVITY

EXISTING STRUCTURE

HEAD

1I-4

Partition Type B (Non Rated)Scale: 1"=1'-0"

SILL

PLAN

WTB_03

(1) LAYER 5/8" GYPSUM WALL BOARD TYPICAL EACH SIDE

FUTURE FINISHED FLOOR

FUTURE SCHEDULED BASE

3-5/8" METAL STUDS 24" O.C. (MAX.)

3 1/2" UNFACED FIBERGLASS INSULATION

FUTURE SUSPENDED CEILING

EXISTING STRUCTURE

UL Design No. W-L-1338

System No. W-L-1338F Rating - 1, 2, 3 and 4 Hr (See Item 1)

T Rating - 0 and 1/4 Hr (See Item 2)

1. Wall Assembly - The 1, 2, 3 or 4 hr fire-rated gypsum board/stud wall assembly shall be constructed of thematerials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL FireResistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of

nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-5/8 in. wide and spaced max 24in. OC.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Walland Partition Design. Max diam of opening is 24 in.

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wallassembly in which it is installed.

2. Through Penetrants - One metallic pipe, conduit or tubing installed either concentrically or eccentrically withinthe firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. tomax 1-1/4 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types andsizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - The following types and sizes of steel pipes may be used:

1. Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.2. Nom 24 in. diam (or smaller) Schedule 40 (or heavier) steel pipe.When steel pipe is used, T Rating is 1/4 hr for nom 4 in. diam (or smaller) and 0for steel pipes greater than nom 4 in. diam.

B. Iron Pipe - Nom 24 in. diam (or smaller) cast or ductile iron pipe. When iron pipe is used TRating is 1/4 hr.

C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit. WhenEMT or steel is used T Rating is 1/4 hr.

D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. When copper tubeis used T Rating is 0 hr.

E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. When copper pipe isused T Rating is 0 hr.

3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of sealant for 1 hr rated wall assembly, min1 in. thickness of sealant for 2, 3 and 4 hr rated wall assemblies, applied within the annulus, flush with both surfaces ofwall. At the point of contact location between penetrant and gypsum board, a min 1/2 in. diam bead of fill material shallbe applied at the gypsum board/penetrant interface on both surfaces of wall.JOHN WAGNER ASSOCIATES INC - GrabberGard IFC

*Bearing the UL Classification Mark

Not to Scale ULP_1338

A

ASECTION A-A

1B

1A3

3

2

3I-4

1. Floor and Ceiling Runners - (Not shown) -- Channel shaped, fabricated from min 25 MSG corrosion-protectedsteel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OCmax.

2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width as indicated underItem 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less thanassembly height.

3. Batts and Blankets* - (Required as indicated under Item 4) -- Mineral wool batts, friction fitted between studsand runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV orBZJZ) Categories for names of Classified companies.

3A. Batts and Blankets* - (Optional) -- Placed in stud cavities, any glass fiber or mineral wool insulation bearingthe UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets(BKNV or BZJZ) Categories for names of Classified companies.

4. Gypsum Board*- Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Verticaljoints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers(multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edgejoints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontalbutt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1hr, 2 hr, 3 hr and 4 hr ratings are as follows:

Wallboard Protection on Each Side of WallRating Min Stud Depth No. of Layers & Thkns of Panel Min Thkns of Insulation

(Item 3)1 3-1/2 1 layer, 5/8 in. thick Optional1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in.1 1-5/8 1 layer, 3/4 in. thick Optional2 1-5/8 2 layers, 1/2 in. thick Optional2 1-5/8 2 layers, 5/8 in. thick Optional2 3-1/2 1 layer, 3/4 in. thick 3 in.3 1-5/8 3 layers, 1/2 in. thick Optional3 1-5/8 2 layers, 3/4 in. thick Optional3 1-5/8 3 layers, 5/8 in. thick Optional4 1-5/8 4 layers, 5/8 in. thick Optional4 1-5/8 4 layers, 1/2 in. thick Optional4 2-1/2 2 layers, 3/4 in. thick 2 in.

CANADIAN GYPSUM COMPANY - 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC.

UNITED STATES GYPSUM CO - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Type IP-X3, ULTRACODE, ULTRACODE SHC or ULTRACODE WRC.

USG MEXICO S A DE C V - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Type IP-X3,

ULTRACODE, ULTRACODE SHC or ULTRACODE WRC.

4A. Gypsum Board* - (As an alternate to Item 4) -- 5/8 in. thick, 2 ft. wide, tongue and groove edge, appliedhorizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering (Item 7) notrequired.

CANADIAN GYPSUM COMPANY -- Type SHX.UNITED STATES GYPSUM CO --Type SHX.USG MEXICO S A DE C V -- Type SHX.

5. Fasteners - (Not shown) -- Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels(Item 6). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels,spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in thefield when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems:First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in.thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. longfor 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced24 in. OC. Third layer-2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC.Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screwsoffset min 6 in. from layer below.

6. Furring Channels - (Optional, not shown, for single or double layer systems) -- Resilient furring channelsfabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached toeach intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 4A.

6A. Steel Framing Members (Not Shown)* - (Optional on one or both sides, not shown, for single or doublelayer systems) -- As an alternate to Item 6, furring channels and Steel Framing Members as described below:

a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached tofurring channels as described in Item 5. Not for use with Item 4A.b. Steel Framing Members* - Used to attach furring channels (Item 6a) to studs (Item 2). Clips spacedmax. 48 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw throughthe center grommet. Furring channels are friction fitted into clips.

PAC INTERNATIONAL INC --Type RSIC-1.

7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints andscrew heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layerpanels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge.

8. Siding, Brick or Stucco - (Optional, not shown) -- Aluminum, vinyl or steel siding, brick veneer or stucco, meetingthe requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugatedmetal wall ties attached to each stud with steel screws, not more than each sixth course of brick.

9. Caulking and Sealants* - (Optional, not shown) -- A bead of acoustical sealant applied around the partitionperimeter for sound control.

UNITED STATES GYPSUM CO --Type AS*Bearing the UL Classification Mark

Nonbearing Wall Rating - 1, 2, 3 or 4 Hr (See Items 3 & 4)

UL Design No. U4194I-4 Not to Scale ULW_U419

11'-3"

12'-10"14'-2"

13'-2"15'-2"

16'-8"16'-4"20'-1"22'-9"

12'-2"

13'-11"15'-4"14'-5"16'-6"18'-2"

21'-3"24'-4"

26'-9"

12'-7"14'-5"

15'-10"14'-6"16'-7"18'-3"

21'-6"24'-7"

27'-1"

12'-5"

14'-3"15'-8"

15'-3"17'-5"19'-2"22'-3"

25'-6"28'-1"

13'-6"

14'-9"15'-9"

16'-3"18'-0"

19'-7"25'-7"

28'-3"30'-7"

30'-6"34'-4"

37'-6"

25 ga18 mil

LIMITING HEIGHTS* Note #1

24"16"

12"24"16"12"24"16"12"24"16"12"

SpacingO.C.

17'-8"

19'-7"21'-2"

27'-0"30'-0"

32'-6"32'-6"

36'-8"40'-0"

28'-9"32'-0"

34'-8"35'-9"

39'-0"43'-4"

22 ga27 mil

20 ga30 mil

20 ga33 mil

18 ga43 mil

16 ga54 mil

14 ga68 mil

Gauge& mil:

1. Composite limiting heights are based on a single layer of 5/8" type X gypsum board installed in the vertical orientation to both sides of the wall over fullheight using minimum No. 6 Type "S" Drywall screws spaced a maximum of 12" OC for studs at 24" spacing, and 16" OC for studs at 16" and 12"spacing. 5 psf (per 2012 IBC Section 1607.14) and L/240 (per 2012 IBC Table 1604.3).

StudSize

NON-PRINT NOTE:Stud sizing for increased heights aretypically adjusted by increasing thegauge/mil thickness of the stud (inlieu of increasing the spacing).

Δ₂ 8'-3"

Δ₂ 9'-7"Δ₂10'-6"

9'-3"11'-4"13'-1"

9'-10"

11'-3"12'-5"

12'-5"15'-0"16'-6"Δ17'-6"Δ21'-6"

Δ24'-4"

10'-2"11'-7"12'-9"

13'-4"15'-6"17'-0"

18'-10"22'-11"

25'-2"

10'-6"

12'-0"13'-2"

14'-0"16'-0"17'-7"20'-6"

23'-9"26'-2"

11'-5"13'-0"14'-4"15'-3"17'-5"19'-2"

22'-10"26'-1"

28'-9"28'-8"

32'-9"36'-1"

LIMITING HEIGHTS* Note #1

24"16"

12"24"16"12"24"16"12"24"16"12"

SpacingO.C.

26'-2"30'-0"

33'-0"33'-4"

38'-1"41'-11"

StudSize

NOTE:Stud sizing for increased heights aretypically adjusted by increasing thegauge/mil thickness of the stud (inlieu of increasing the spacing). BESTPRACTICE is to field verify the heightof the roof structure at the highestpoint of the roof slope.

1. Non-Composite Minimum lateral load 5 psf (per 2012 IBC Section 1607.14) and L/240 (per 2012 IBC Table 1604.3) are required.2. Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads and may require web stiffeners at

ends. Review manufacturer's requirements for flexural and deflection control.

25 ga18 mil

22 ga27 mil

20 ga30 mil

20 ga33 mil

18 ga43 mil

16 ga54 mil

14 ga68 mil

* NOTES:

Requires web stiffeners required at ends.Δ :Δ :Heights apply to "Braced at 48" O.C. Metal Framing".

16'-4"18'-8"

20'-6"24'-6"

28'-00"30'-10"

31'-1"35'-7"

39'-2"

1Δ1Δ1Δ

Δ₂:Heights apply to "Fully Braced Metal Framing".1

17-5"19'-11"

21'-11"

1Δ1Δ1Δ

Partition Types indicated in the construction documents shall comply with the following criteria for non-structural interior metal framing partition systems:A. All non-structural studs shall comply with the minimum gauge and mils thickness listed in the CHARTS provided below:

- Contractor shall field verify framing heights of existing structures prior to ordering materials.- Substitutions: Contractor shall submit substitutions for architect's approval prior to ordering material or proceeding with construction of partitions.

B. Non-Structural Metal Framing Limiting Heights are based on buildings where the height from floor level to the structural systems may be one or more of the following conditions:- Floor slab to roof deck of single story buildings: Typical framing height for Office/Warehouse/Distribution facilities: 24' to 40'.- Multi-Story: Structural Floor Slab to underside of structural slab of the floor or roof deck above.

Limiting heights provided in these construction documents are referenced from the SSMA Product Technical Guide's "Interior Wall Height Tables" for assemblies included in the project scope. Increase metal stud gauge and/or decrease metal stud O.C. spacing so as not to exceed l/240 design criteria (per 2012 IBC Table1604.3) with 5 PSF lateral load (per 2012 IBC Section 1607.14). Refer to SSMA Product Technical Guide's "table notes" for complete property criteria associated with limiting heights.

- For Composite Wall Heights refer to the "Composite Non-Structural Metal Framing (Stud) Limiting Height Chart"- For Non-composite - Fully Braced Wall Heights as well as walls with Bracing at 48" O.C. refer to the "Non-Composite Non-Structural Metal Framing (Stud) Limiting Height Chart"

C. Provide lateral bracing of metal studs to structure as required by these construction documents, applicable building codes and the A.H.J.

D. Contractor shall provide deflection track for top runners of metal stud partitions that extend to underside of structural deck where deflections of the structural roofing system exceed 1/2" where partitions are located.

E. Steel Stud Coding Example (Universal Coding as listed in SSMA Product Technical Guide) example, "600S162-54":600 = 6” member depth, S = CSJ (steel stud), 162 = 1-5/8" flange width (1/100 inch), 54 = corresponds to mil thicknessInches to Code Size Reference (See Stud Size column below): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800)

2-1/2"(250)

3-5/8"(362)

6"(600)

8"(800)

Non-Structural Metal Framing Notes and Limiting Heights

COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART

* NOTES:

Gauge& mil:

2-1/2"(250)

3-5/8"(362)

6"(600)

8"(800)

NON-COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART


Client:

Sheet Title:






Seal:

Phone: (404) 881-1811

1170 Peachtree St




17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17



Client:

Sheet Title:






Seal:

Phone: (404) 881-1811

1170 Peachtree St




17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17


DETAILS

I-4

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Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:


Nelco Architecture, Inc.a licensed affiliate

Phone: (404) 881-1811

1200 Fifth Street

Seattle, WA 98109Suite 1300

3400 AROUND LENOX DRIVE, SUITE 207ATLANTA, GA 30326

17.02990.00

CONSTRUCTION/PERMITISSUE FOR 01 DP 10/03/17

BHCREZBHC

10/03/17DBS

DBS

M-0

MECHANICALSPECIFICATIONS

10/03/17

10/03/17

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Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BHCREZ

M-1

MECHANICALSPECIFICATIONS

BHC10/03/17

DBS

DBS10/03/17

10/03/17


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BHCREZ

M-2

MECHANICALDEMOLITION PLANS

BHC10/03/17

DBS

DBS10/03/17

10/03/17


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BHCREZ

M-3

MechanicalPlan A and Roof Plans

BHC10/03/17

DBS

DBS10/03/17

10/03/17


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BHCREZ

M-4

MECHANICALPLAN B

BHC10/03/17

DBS

DBS10/03/17

10/03/17


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


MMMBHCSEB

09/18/17TLE

10/06/17

MQ10/06/17

E-1

ELECTRICAL GENERAL

Suite 209/212

ExistingElectrical

Room101

Suite 209/212

ExistingElectrical

Room101

NewSingle UsedRestroom

102


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


MMMBHCSEB

09/18/17TLE

10/06/17

MQ10/06/17

E-2

FLOOR PLAN -ELECTRICAL OPTIONA & B


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BBWREZ

BBW09/28/17

CEH09/28/17

CEH09/28/17

P-0

PlumbingGeneral

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”

”


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BBWREZ

BBW09/28/17

CEH09/28/17

CEH09/28/17

P-1

PlumbingSpecifications


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BBWREZ

BBW09/28/17

CEH09/28/17

CEH09/28/17

P-2

PlumbingDemolition Plans


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BBWREZ

BBW09/28/17

CEH09/28/17

CEH09/28/17

P-3

PlumbingPlan A


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BBWREZ

BBW09/28/17

CEH09/28/17

CEH09/28/17

P-4

PlumbingPlan B


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:



Phone: (404) 881-1811

1200 Fifth Street



17.02990.00


BBWREZ

BBW09/28/17

CEH09/28/17

CEH09/28/17

P-5

PlumbingGas Plan

D

H

PROP 2" PVC WATERSERVICE CONNECTION TO6" DIP MAIN

PROP SAWCUT LINE(CONTRACTOR TO VERIFY EXACTFOOTPRINT FOR SAWCUT WITHPROPERTY MANAGER)

CONNECTION LOCATIONSTO BE CONFIRMED BY M.E.P.

WW

W

EX PLANTER TO BEREMOVED/REPLACED ATOWNERS DISCRETION

UTILITYPLAN

TM

211 PERIMETER CENTER PKWY NE,SUITE 1070

ATLANTA, GEORGIAPhone: (678) 695-6800

[email protected]"= 10'

0 102.5510


Client:

Sheet Title:




Prepared By:Date:

Reviewed By:Date:

Approved By:Date:


Seal:


Phone: (404) 881-1811

1200 Fifth Street



17.02990.00DPMSDP

09/18/17MW

10/06/17

MQ10/06/17

ISSUE FOR CLIENT REVIEW MQ JH 09/29/17

ISSUE FOR CONSTRUCTION/PERMIT MQ JH 10/03/17

E N G I N E E R

REG I STEREDG

E O R G I A

PROFESSIONALF.OL I VARES - LONGSWORT

H

No. PE035973

10/03/17

NOT TO SCALECONCRETE SIDEWALK DETAIL

VARIES

1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLEDAT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUALTO SIDEWALK WIDTH.

2% MAX. CROSS SLOPE

NOTE:

COMPACTED SUBGRADE (PERGEOTECHNICAL REPORT)

4" THICK, COMPACTEDSTONE BASE AASHTO # 57

4" CLASS A CONCRETE(3000 P.S.I. @ 28 DAYS)

1'-0"1'-0"

ASPHALT SURFACE COURSE 1" DEPTH OR A DEPTH TO EXISTING*

AGGREGATE BASE COURSE 2" DEPTH OR A DEPTH TO EXISTING*

STONE BASE COURSE 6" DEPTH OR A DEPTH TO EXISTING*

AASHTO # 57 UNLESS COURSEAGGREGATE MATERIAL IS SPECIFIEDIN PERMIT.

SAW CUT

*(WHICHEVER IS GREATER)

*(WHICHEVER IS GREATER)

NOT TO SCALEFLEXIBLE PAVEMENT RESTORATION DETAIL

NOTE:AASHTO # 57 STONE (8" LIFTS) SHALL BE PLACED WHENBACKFILLING WATER SERVICE CONNECTION FROM MAIN TOBEHIND CURB.

STREET PAVEMENT FINAL GRADE

2" (SDR 26) PVC

SERVICE LINE (HEAVY DUTY)

2'-0"CURB

NOTE:4' MAX. COVER FROMFIN. GRADE TO TOP OFSERVICES.

BUFFALO STYLE CURBBOX SIZE 94F (MUELLERPART H-10350) SLIDE ORSCREW TYPE

BOX TO BE FLUSH WITH GRADE

(2") GROUND KEY CURBSTOP & DRAIN. MUELLERH-15204 ORISEAL W/ 1/4"TURN EQUAL

48" M

AX.

42" M

IN.

12" M

AX.

MUELLER CORP. TYPE H 15000(2") OR APPROVED EQUIVALENTINSTALLED 22.5° ABOVEHORIZONTAL

EXISTING WATER MAIN (6" DIP)

BRICK

NOT TO SCALEWATER SERVICE CONNECTION DETAIL

GENERAL NOTES1. THIS PLAN IS BASED UPON THE FOLLOWING:

"TOPOGRAPHIC AND UTILITY SURVEY"LAND LOT 45, 17TH LAND DISTRICTCITY OF ATLANTA, FULTON COUNTY, GEORGIAPREPARED BY: LAND ENGINEERING, DATED: 09/05/17

2. ALL SIDEWALKS, STRIPING AND SIGNAGE TO BE ADA AND CODE COMPLIANT.

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1 STORY SHOPPING CENTER BUILDING 3400 SHOPS AROUND LENOX ROAD

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TC:950.83

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TC:950.57

AutoCAD SHX Text

TC:951.14

AutoCAD SHX Text

TC:949.89

AutoCAD SHX Text

TC:949.47

AutoCAD SHX Text

TC:948.73

AutoCAD SHX Text

TC:949.29

AutoCAD SHX Text

EP:949.85

AutoCAD SHX Text

EP:949.67

AutoCAD SHX Text

EP:949.41

AutoCAD SHX Text

EP:949.30

AutoCAD SHX Text

EP:949.28

AutoCAD SHX Text

EP:949.42

AutoCAD SHX Text

EP:949.57

AutoCAD SHX Text

EP:949.81

AutoCAD SHX Text

951.81

AutoCAD SHX Text

947.59

AutoCAD SHX Text

947.83

AutoCAD SHX Text

948.87

AutoCAD SHX Text

947.41

AutoCAD SHX Text

948.54

AutoCAD SHX Text

949.11

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949.38

AutoCAD SHX Text

950.54

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950.79

AutoCAD SHX Text

951.03

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950.89

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950.43

AutoCAD SHX Text

952.64

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952.23

AutoCAD SHX Text

951.64

AutoCAD SHX Text

951.31

AutoCAD SHX Text

951.66

AutoCAD SHX Text

952.92

AutoCAD SHX Text

952.79

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951.78

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952

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952

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948

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948

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948

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950

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950

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950

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952

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RAMP

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RAMP

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HAND RAIL

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HAND RAIL

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ASPHALT

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ASPHALT

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ASPHALT

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TRASH CAN

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BENCH

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6" DIP WATER LINE APPROXIMATELY 11' OFF FACE OF CURB

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8" DIP

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8" DIP

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8" DIP

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8" DIP

AutoCAD SHX Text

SSMH TOP:955.45 I.I.:941.84 I.O.:941.71

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A

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