ADDENDUM NO. ONE (1) › static › upload › bid...d. Architect approved equal prior to bid. 2....

Gwinnett County Fire Station #15 ADDENDUM NO. ONE (1) A16-209GSB/05-2017

ADDENDUM NO. ONE (1) Date: May 18, 2017 Architect’s Project No. A16-209GSB PROJECT: Gwinnett County Fire Station #15, BL050-17 Client: Gwinnett County Government Contract for: General Contracting This Addendum forms a part of the Contract Documents and Construction Drawings and modifies the original Bid Documents for the above referenced project.

CHANGES TO THE CONTRACT DOCUMENTS A. CHANGES TO THE SPECIFICATIONS

1. REVISE SECTION 04 21 13 BRICK VENEER MASONRY, PAGE 4, PART 2 PRODUCTS, 2.01 MANUFACTURERS, A.2.to read:

2. Monarch Face Brick: a. General Shale, Oatmeal Velour (Basis of Design) b. Glen Gery. c. Belden Brick d. Architect approved equal prior to bid.

2. REVISE SECTION 07 61 13 STANDING SEAM METAL ROOFING, PAGE 6, PART 2

PRODUCTS, 2.03 MATERIAL AND FINISHES, A.1.a. to read: a. Basis of Design shall be SOPRA-ISO+ rigid polyisocyanurate thermal insulation by

Soprema. B. CHANGES TO THE DRAWINGS (refer to clouded revisions on the following sheets)

1. SHEET CS: Refer to attached revised drawing CS. (Permit Comments)

2. SHEET A3.1: Refer to attached revised drawing A3.1. (Addendum Item)

3. SHEET S1.0: Refer to attached revised drawing S1.0. (Permit Comments)

4. SHEET S1.1: Refer to attached added drawing S1.1. (Permit Comments) 5. SHEET S1.2: Refer to attached added drawing S1.2. (Permit Comments) 6. SHEET S6.3: Refer to attached revised drawing S6.3. (Permit Comments) 7. SHEET M0.1: Refer to attached revised drawing M0.1. (Permit Comments) 8. SHEET M1.1: Refer to attached revised drawing M1.1. (Permit Comments)

9. SHEET P1.1: Refer to attached revised drawing P1.1. (Permit Comments)

10. SHEET E1.0: Refer to attached revised drawing E1.0. (Permit Comments)




13. SHEET E2.2: Refer to attached added drawing E2.2. (Permit Comments)


15. SHEET E7.1: Refer to attached revised drawing E7.1. (Permit Comments) C. CLARIFICATIONS

1. Question: Confirm Men’s #118 does get terrazzo flooring and base. ‘Room Finish schedule’ calls for it but finish floor plan does not show it.

Answer: Yes Men’s #118 does receive terrazzo flooring. 2. Question: ‘Room Finish schedule’ does not call out any ceramic tile. Is tile to be included at

restroom wet walls only? Answer: Yes ceramic tile is only used for the restroom wet walls. 3. Question: Confirm storage #102 does not receive terrazzo. Answer: Storage #102 does receive terrazzo. The finish schedule will be revised from

SC-1 to TZ-1.

D. SUBSTITUTION REQUESTS

Substitution requests received have been reviewed and shall be approved or denied as follows: (Contractor is responsible for coordination of all product options and accessories for a complete installation matching the basis of design)

1. Larson by Alucoil and Alcotex: APPROVED

Refer to specification section 07 42 43, PART 2 – PRODUCTS, 2.01 PANELS, A. should read: A. Composite Wall Panels and Composite Coping System:

1. Panels and coping system shall be Reynobond® Aluminum Composite Material (ACM) as manufactured by Alcoa Architectural Products, 50 Industrial Boulevard, Eastman, GA 31023. Contact Eastman Plant: 1-800-841-7774, 478-374-4746, or www.alcoaarchitecturalproducts.com. a. Or Centria, FormabondII Composite Wall Panel System. b. Or Larson by Alucoil c. Or Alcotex d. Or Archtitect approved equal prior to bid.

2. Tennessee Valley Metals, Inc.: APPROVED

Refer to specification section 10 73 16 PRE ENGINEERED CANOPIES, PART 2 – PRODUCTS, 2.01 MANUFACTURERS, B. Acceptable Manufacturers, should read:

B. Acceptable Manufacturers: 1. Peachtree Protective Covers, Inc. 2. Mitchell Metals, Inc. 3. Pierre Construction, Inc. 4. Tennessee Valley Metals, Inc.


3. ACH Foam Technologies and Rmax Operating, LLC: APPROVED Refer to specification section 07 21 00 BUILDING INSULATION, PART 2 – PRODUCTS, 2.01 MANUFACTURERS, A., should read:

A. Manufacturers: Subject to compliance with requirements, provide insulation products by one of the following:

1. Extruded-Polystyrene Board Insulation (2") Cavity Wall: a . Dow Chemical Co. (Basis of Design) b. Owens Corning Insulating Systems, LLC c. ACH Foam Technologies d. Rmax Operating, LLC e. Or Architect Approved Equal Prior to Bid.

4. GE-Momentive Performance Materials, Inc.: APPROVED (GENERAL CONTRACTOR

MUST COORDINATE ALL FLASHING REQUIREMENTS WITH THE MANUFACTURER) Refer to specification section 07 27 26 FLUID APPLIED VAPOR PERMEABLE MEMBRANE, PART 2 – PRODUCTS, 2.01 MANUFACTURERS, should read: A. W. R. MEADOWS, INC., P.O. Box 338, Hampshire, Illinois 60140-0338; (800) 342-5976;

(847) 683-4500; Fax (847) 683-4544; Web Site www.wrmeadows.com. (Basis of Design)

B. Tremco Commercial Sealants and Waterproofing C. Soprema Commercial Sealants and Waterproofing D. GE-Momentive Performance Materials, Inc. Sealants and Waterproofing

E. Or Architect approved equal prior to Bid

5. Barrier One International: APPROVED FOR MOISTURE VAPOR REDUCTION ADMIXTURE 6. ACH Foam Technologies: NOT APPROVED FOR ROOFING INSULATION Roofing insulation shall be polyisocyanurate thermal insulation not extruded polystyrene. 7. H. E. Hodge Company: APPROVED FOR PERSONAL LOCKERS NOT APPROVED FOR

TURNOUT GEAR LOCKERS H. E. Hodge Company Turnout Gear lockers do not meet the design intent. 8. Peachtree Protective Covers: NOT APPROVED FOR ACM PANELS Peachtree Protective Covers has been selling metal wall panels for 7 years. A minimum of 10 years of

experience is required. 9. Dens Element Barrier System: NOT APPROVED TO REPLACE FLUID APPLIED VAPOR

PERMEABLE MEMBRANE This product does not meet the design intent.


E. LIST OF ATTACHMENTS

Specifications: None Drawing Sheets: CS A3.1 S1.0 S1.1 S1.2 S6.3 M0.1 M1.1 P1.1 E1.0 E1.1 E1.2 E2.2 E6.2 E7.1

PLEASE NOTE: Contractors must acknowledge receipt of this Addendum on the Bidding Form.

END OF ADDENDUM NO. ONE (1)

Room name101

1 View Name1/8" = 1'-0"A101

DRAWING TITLE

ROOM NAME& NUMBER

X

AX.X

X

AX.X

X AX.X

X

X'-X"

ENLARGED DETAILREFERENCE

SECTIONREFERENCE

ELEVATIONMARK

COLUMNREFERENCE

DIMENSION LINETO FACE OFSTUD ORMASONRY

N

PLAN NORTH

101

P1

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X

X X'-X"

E1

1

X'-X"DIMENSION LINETO COLUMNCENTERLINE

X'-X"A.F.F.

NORTH ARROW

PARTITION TYPE

PLAN KEYNOTE

DOOR REFERENCENUMBER

WINDOWREFERENCE TYPE

CEILING TYPE TAG

EXTERIOR FINISHTYPE

REVISION NUMBER

ELEVATION MARKER

X'-X"DIMENSION LINETO FINISHASSEMBLIES

Symbol LegendApplicable Codes

THE FOLLOWING CODES SHALL GOVERN THE CONSTRUCTION OF THISPROJECT

BUILDING CODES:

INTERNATIONAL BUILDING CODE (IBC):2012 EDITION WITH 2014, 2015 AND 2017 GEORGIA AMENDMENTS

NATIONAL ELECTRIC CODE (NEC):2014 EDITION WITH NO GEORGIA AMENDMENTS

INTERNATIONAL FUEL AND GAS CODE:2012 EDITION WITH 2014 AND 2015 GEORGIA AMENDMENTS

INTERNATIONAL MECHANICAL CODE (IMC):2012 EDITION WITH 2014 AND 2015 GEORGIA AMENDMENTS

INTERNATIONAL PLUMBING CODE (IPC):2012 EDITION WITH 2014 AND 2015 GEORGIA AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE (IECC):2009 EDITION WITH 2011 AND 2012 GEORGIA AMENDMENTS

GWINNETT COUNTY CONSTRUCTION CODE:2015 EDITION

GWINNETT COUNTY UNIFIED DEVELOPMENT ORDINANCE:FIFTH EDITION

FIRE CODES:

GWINNETT COUNTY ORDINANCE FOR FIRE PROTECTION AND LIFE SAFETY:CURRENT EDITION

NFPA CODES AND STANDARDS;CURRENT EDITION

NFPA 101 LIFE SAFETY CODE:2012 EDITION

INTERNATIONAL FIRE CODE (IFC):2012 EDITION WITH 2014 GEORGIA AMENDMENTS

O.C.G.A. TITLE 25:STATE FIRE LAW

O.C.G.A. TITLE 30:ACCESS TO AND USE OF PUBLIC FACILITIES BY PERSONS WITHDISABILITIES

DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN:2010 EDITION WITH NO GEORGIA AMENDMENTS

ASHRAE 90.1:2007 EDITION

Project InformationPROJECT NAME: GWINNETT COUNTY FIRE STATION #15

CDP NUMBER: CDP2017-00026

BLD NUMBER: BLD2017-03573 / BLD2017-03842

PROJECT ADDRESS: 199 SCENIC HIGHWAY NORTHLAWRENCEVILLE, GA. 30046

ZONING DISTRICT: HIGHWAY SERVICE BUSINESS (HSB)

OCCUPANCY GROUP: IBC GROUP R-2 / S-5

CALCULATED OCCUPANCY LOAD: REFER TO OCCUPANT LOAD ON LS2.1

TYPE OF CONSTRUCTION: IIB UNPROTECTED

SPRINKLERED OR UNSPRINKLERED: SPRINKLERED

FIRE ALARM: YES

BUILDING CODE AREA LIMIT 16,000 SQ. FT. (PER FLOOR)

BUILDING AREA: 10,788 SQ. FT.

CODE HEIGHT LIMIT: 55'-0"

AVERAGE BUILDING HEIGHT:25'-7"

Project DirectoryOWNER: GWINNETT COUNTY BOARD OF COMMISSIONERS 75 LANGLEY DRIVE

LAWRENCEVILLE, GEORGIA 30045PROJECT MANAGER: MICHAEL PLONOWSKI

ARCHITECT: PRECISION PLANNING INC.400 PIKE BOULEVARDLAWRENCEVILLE, GEORGIA 30046-2210(770) 338-8000CONTACT: ELIZABETH A. HUDSON, AIA

STRUCTURAL ENGINEER: NANNIS AND ASSOCIATES, INC. 505 EAST MAIN STREETBUFORD, GEORGIA 30518ENGINEER OF RECORD: MARK NANNIS, P.E.

MECHANICAL/PLUMBING ENGINEER JOHNSON, SPELLMAN AND ASSOCIATES, INC.6991 PEACHTREE INDUSTRIAL BLVD. BLDG 700NORCROSS, GEORGIA 30092CONTACT: TIM NORTH, P.E. LEED APBD+C

ELECTRICAL ENGINEER PHILLIPS CONSULTING ENGINEERS260 BECKENHAM WALK DRIVEDACULA, GEORGIA 30019CONTACT: RON GAINER, P.E.

CIVIL ENGINEER PRECISION PLANNING INC.400 PIKE BOULEVARDLAWRENCEVILLE, GEORGIA 30046-2210(770) 338-8000CONTACT: BOB BENNEWITZ, P.E.

* PREFERRED MAILING ADDRESSCOMMUNICATIONS BY AND WITH THE ARCHITECT'S CONSULTANTS SHALL BE THROUGH THEARCHITECT. COMMUNICATIONS BY AND WITH THE SUBCONTRACTORS AND MATERIALSUPPLIERS SHALL BE THROUGH THE CONTRACTOR.

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General NotesTHESE DRAWINGS HAVE BEEN DEVELOPED FROM OWNER INPUT, AND SITE VISITS. THECONTRACTOR SHALL VERIFY THAT THESE DRAWINGS CORRESPOND TO EXISTING FIELDCONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIESBEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL ALSO NOTIFY THEARCHITECT IMMEDIATELY OF ANY WORK INDICATED IN THE CONTRACT DOCUMENTS THATCANNOT BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS DUE TOEXISTING FIELD CONDITIONS.

THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CLEARANCES, DIMENSIONS ANDSIZES PRIOR TO ORDERING, PURCHASING, OR FABRICATING ASSEMBLIES OR FIXTURESFOR CONSTRUCTION.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,FEDERAL, STATE AND LOCAL CODES AND REGULATIONS UNLESS WRITTEN NOTIFICATIONSRECEIVED BY THE ARCHITECT.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION ANDALL STAGING, SCHEDULING, MATERIAL DELIVERIES AND OTHER ITEMS THAT AFFECT THESEQUENCE OF CONSTRUCTION OR SCHEDULING THE CONSTRUCTION PROJECT.

DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALLBE RESPONSIBLE FOR OBTAINING WRITTEN CLARIFICATION FROM THE ARCHITECTBEFORE CONTINUING WITH CONSTRUCTION.

THE BUILDING AND SITE SHALL BE KEPT IN A CLEAN AND ORDERLY MANNER AT ALL TIMES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF DEBRIS IN ACONSISTENT AND LEGAL MANNER. REFER TO SPECIFICATIONS FOR WASTE MANAGEMENTPLAN REQUIREMENTS.

CONTRACTORS ARE REQUIRED TO HAVE A VALID GEORGIA STATE GENERALCONTRACTING LICENSE FOR COMMERCIAL PROJECTS. THE GENERAL CONTRACTOR ANDALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE GEORGIA SECURITY ANDIMMIGRATION COMPLIANCE ACT AFFIDAVIT AND THE RESIDENCY STATUS AFFIDAVIT.REFER TO DIVISION 0 OF THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

ALL BIDDING CONTRACTORS SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID.

THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANYRESPECT OTHER THAN THE ARCHITECTURAL WORK PERFORMED WHICH MEETS THESTANDARDS OF PROFESSIONAL CARE.

THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING FOR ALLWORK DURING THE CONSTRUCTION PERIOD.

PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS.

ALL CONSTRUCTION OFFICES SHALL BE PERMITTED SEPARATELY.

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALLCONSTRUCTION WASTE AND DEBRIS.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING NECESSARY FENCING ANDALL SAFETY MEASURES REQUIRED TO PROTECT THE GENERAL PUBLIC FROM DEMOLITIONAND CONSTRUCTION WORK FOR THE DURATION OF THE PROJECT.

IN THE EVENT THE OWNER, THE OWNER'S CONTRACTORS OR SUBCONTRACTORS, ORANYONE FOR WHOM THE OWNER IS LEGALLY LIABLE MAKES OR PERMITS TO BE MADEANY CHANGES TO THE CONSTRUCTION DOCUMENTS PREPARED BY PRECISION PLANNING, INC. RELATING TO THIS PROJECT WITHOUT OBTAINING PRECISION PLANNING, INC.'SPRIOR WRITTEN CONSENT, THE OWNER SHALL ASSUME FULL RESPONSIBILITY FOR THERESULTS OF SUCH CHANGES. THEREFORE THE OWNER AGREES TO WAIVE ANY CLAIMAGAINST PRECISION PLANNING, INC. AND TO RELEASE PRECISION PLANNING, INC. FROMANY LIABILITY ARISING DIRECTLY OR INDIRECTLY FROM SUCH CHANGES.

SIGNS (INCLUDING LOCATION, NUMBER, AND SIZE) ARE NOT INCLUDED UNDER THEBUILDING PERMIT AND SHALL BE PERMITTED SEPARATELY.

GENERAL CONTRACTOR SHALL TREAT SOIL BENEATH BUILDING WITH TERMITE POISONPER MANUFACTURER'S RECOMMENDATIONS. REFER TO SPECIFICATIONS.

THE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. CARE SHALL BE TAKEN TO PROTECT ALL UTILITIES WHICH ARE TOREMAIN.

NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVEBEEN COMPLETED.

THE CONTRACTOR SHALL PROVIDE CONTINUOUS SECURITY FOR THE BUILDING UNTIL THEDATE OF SUBSTANTIAL COMPLETION.

SPECIAL INSPECTION REPORTS AND FINAL REPORT IN ACCORDANCE WITH SECTION1704.2.4 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE TIME THATPHASE OF WORK IS APPROVED FOR OCCUPANCY. (IBC SECTION-AMENDMENT 1701.4)

PLANS FOR FIRE-PROTECTION SPRINKLER PIPING INCLUDING COMPLETE SEISMICSUPPORT DETAILS SHALL BE REVIEWED AND APPROVED BY THE GWINNETT COUNTY FIREMARSHAL'S OFFICE PRIOR TO INSTALLATION FOR COMPLIANCE WITH IBC SECTION1621.3.10.1, ASCE/SE1 7-10 SECTIONS 13.3.1, 13.3.2, AND NFPA 13.

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0046VAPOR MITIGATION

VMS1 TITLE SHEET AND GENERAL NOTESVMS2 VAPOR MITIGATION SYSTEM PLANVMS3 STANDARD DETAILSVMS4 ROOF VENT LAYOUT

STRUCTURALS1.0 GENERAL NOTESS1.1 SPECIAL INSPECTIONSS1.2 SPECIAL INSPECTIONSS2.0 EXTERIOR AXONOMETRICSS2.1 FOUNDATION PLANS2.2 ROOF FRAMING PLANS3.0 WALL SECTIONSS3.1 WALL SECTIONSS3.2 WALL SECTIONSS3.3 WALL SECTIONSS5.0 ELEVATIONS - MASONRY WALLSS6.1 TYPICAL DETAILS (FOUNDATION)S6.2 TYPICAL DETAILS (FOUNDATION AND

CMU)S6.3 TYPICAL DETAILS (CMU)S6.4 TYPICAL DETAILS (CMU)

MECHANICALM0.1 HVAC GENERAL NOTES AND LEGENDM1.1 HVAC SCHEDULESM1.2 HVAC DETAILSM2.1 MAIN LEVEL HVAC PLANM3.1 ROOF LEVEL HVAC PLANM4.1 HVAC CONTROLS

PLUMBINGP1.1 PLUMBING AND FP NOTES,

SCHEDULES & DETAILSP1.2 PLUMBING DETAILSP1.3 PLUMBING DETAILSP2.1 PLUMBING WASTE & VENT PLANP2.2 PLUMBING WATER & GAS PLANP3.1 ROOF LEVEL PLUMBING PLANP4.1 S, W AND V RISER DIAGRAMP4.2 GAS RISER DIAGRAM

ELECTRICALE1.0 SYMBOLS LEGEND AND NOTESE1.1 FIXTURE SCHEDULEE1.2 ELECTRICAL SITE PLANE2.1 LIGHTING PLANE2.2 SITE LIGHTING CALCULATION PLANE3.1 POWER AND COMMUNICATION PLANE4.1 MECHANICAL POWER PLANE4.2 MECHANICAL POWER ROOF PLANE5.1 SPECIAL SYSTEMS PLANE6.1 ONE-LINE DIAGRAME6.2 PANEL SCHEDULESE7.1 DETAILS

GENERALCS COVER SHEET

CIVILC0.0 COVER SHEETC0.1 GENERAL NOTESC0.2 GENERAL NOTESC1.0 PARTIAL BOUNDRY SURVEYC1.1 DEMOLITION SITE PLANC2.1 SITE PLANC2.2 GDOT DRIVEWAY PLANC2.3 GDOT DRIVEWAY PLANC3.1 GRADING AND DRAINAGE PLANC3.2 POND DETAILSC4.1 UTILITY SITE PLANC5.1 INITIAL EROSION CONTROL PLANC5.2 INTERMEDIATE EROSION CONTROL

PLANC5.3 FINAL EROSION CONTROL PLANC5.4 EROSION CONTROL DETAILSC5.5 EROSION CONTROL DETAILSC5.6 EROSION CONTROL NOTESC5.7 EROSION CONTROL NOTESC5.8 EROSION CONTROL DETAILSC6.1 SEWER PROFILESC7.1 CONSTRUCTION DETAILSC7.2 CONSTRUCTION DETAILSC7.3 CONSTRUCTION DETAILS

LANDSCAPINGL1.0 LANDSCAPE PLANL1.1 PLANTING NOTES AND DETAILS

ARCHITECTURALLS1.1 LIFE SAFETY AND CODE NOTESLS1.2 UL DETAILSLS2.1 LIFE SAFETY PLAN, NOTES AND

DETAILS

ARCHITECTURALA1.1 PLAZA PLAN AND NOTESA1.2 MONUMENT SIGN DETAILSA1.3 PLAZA DETAILSA2.1 DIMENSION FLOOR PLANA2.2 REFERENCE PLANA2.3 ENLARGED PLANS, NOTES & DETAILSA2.4 ENLARGED PLAN DETAILSA2.5 ENLARGED PLAN DETAILSA3.1 ROOF PLAN, NOTES AND DETAILSA3.2 ROOF NOTES AND DETAILSA3.3 ROOF DETAILSA3.4 ROOF ACCESS HATCH AND LADDER

DETAILSA4.1 REFLECTED CEILING PLAN, NOTES

AND DETAILSA4.2 REFLECTED CEILING PLAN DETAILSA5.1 EXTERIOR ELEVATIONSA5.2 COMPOSITE METAL FIN DETAILSA6.1 BUILDING SECTIONSA6.2 WALL SECTIONSA6.3 WALL SECTIONSA8.1 INTERIOR ELEVATIONSA8.2 INTERIOR ELEVATIONS, NOTES &

DETAILSA8.3 MILLWORK SECTIONS AND DETAILSA9.1 WINDOW ELEVATIONS, NOTES, AND

DETAILSA9.2 DOOR SCHEDULE, NOTES AND

DETAILSA9.3 HEAD / JAMB / SILL DOOR AND

WINDOW DETAILSA10.1 INTERIOR FINISH FLOOR PLAN MAIN

LEVELA10.2 FIXTURES, FURNITURE AND

EQUIPMENT PLANA10.3 SIGNAGE DETAILS

100% CONSTRUCTION DOCUMENT PACKAGEPERMIT COMMENTS ADDRESSED FOR THE:

GWINNETT COUNTYFIRE STATION #15

199 SCENIC HIGHWAY NORTHLAWRENCEVILLE, GA. 30046

Sheet Index

Dat

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escr

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04/2

5/17

REL

EASE

D F

OR

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05/0

3/17

REL

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BID

05/1

6/17

1PE

RM

IT C

OM

MEN

TSAD

DR

ESSE

D

1

1

SLOPE = 2" / 12"

SLOPE = 2" / 12"

SLOPE = 2" / 12"

.

.

.

SLOPE =

1/2" / 12"

.

SLOPE = 1/4" / 12"

SLOPE =

1/2" / 12"

SLOPE =

1/2" / 12"SLOPE =

1/2" / 12"

.

SLOPE =

1/2" /

12"

.

SLOPE =

1/2" /

12"

.

SLOPE =

1/2" /

12"

.

SLOPE =

1/2" /

12"

4' - 8"

1' -

0"1'

- 0"

1' -

0"2'

- 10

"

24' -

6"

24' -

8"

22' -

6"

2' -

10"

1' -

0"

4' - 0"

4' - 8" 4' - 0"

PRE-FINISHED STANDING SEAM METAL ROOF SYSTEM-REFER TO DETAIL 2/A3.1 AND SPECIFICATIONS

LOW SLOPE MODIFIED SBS ROOF SYSTEMWITH REFLECTIVE CAP SHEET -LOW SLOPEROOF FM ROOF NAV #271208-80717-0 -REFER TO SPECIFICATIONS

6" PRE-FINISHED BOX STYLEMETAL GUTTER

4"x4" PRE-FINISHEDMETAL DOWNSPOUT

4"x4" PRE-FINISHED METALDOWNSPOUT



PRE-FINISHED METAL CONDUCTORHEAD WITH 8"x8" PRIMARYSCUPPER AND 8"x8" DOWNSPOUT

PRE-FINISHED METAL 8"x8"OVERFLOW SCUPPER

PRE-FINISHED PRE-ENGINEEREDMETAL CANOPY BELOW













30" x 54" ROOF ACCESS HATCH -REFER TO DETAIL 1/A3.4

PROVIDE CRICKET WITH A 1/2" PERFOOT SLOPE ON THE HIGH SIDE OFALL ROOF MOUNTED EQUIPMENT

DASHED LINE INDICATESEXTERIOR FACE OFBUILDING BELOW -TYPICALALL (4) SIDES

PROVIDE CANOPY DRAINTHIS SIDE OF CANOPY








COMPOSITE METAL PANEL COPINGSYSTEM TO MATCH COMPOSITEMETAL PANEL WALL SYSTEM -REFER TO SPECIFICATIONS

COMPOSITE METAL PANEL COPINGSYSTEM TO MATCH COMPOSITEMETAL PANEL WALL SYSTEM - REFERTO SPECIFICATIONS



TOP OF PARAPET 23'-4"-TYPICAL ALL SIDES

RADIO SIGNAL ANTENNAMOUNTED TO FACE OF METALPANEL VENEER BELOW

NOTES:1. REFER TO MECHANICAL, PLUMBING, AND

ELECTRICAL FOR ADDITIONAL REQUIREDROOF PENETRATIONS.

2. REFER TO ROOF DETAILS, WALL SECTIONS,AND SPECIFICATIONS FOR ADDITIONAL ROOFINFORMATION.

3A3.2

2A3.2

4A3.2

16' -

0"

19' -

0"

27' -

8"

21' -

4"

17' -

4"

ROOF MANUFACTURER APPROVED WALKWAYMAT -TYPICAL AROUND ALL ROOF TOPEQUIPMENT, CONNECTING ALL ROOF TOPEQUIPMENT, AND CONNECTING ROOFACCESS POINT -REFER TO SPECIFICATIONS

(SLOPED STRUCTURE)

SLOPE = 1/4" / 12"(SLOPED STRUCTURE)



ALL ROOF PENETRATIONS SHALL BE CENTERED INROOF PANELS AND SHALL NOT BE INSTALLEDACROSS ANY METAL ROOF PANEL SEAM


PETERSEN ALUMINUM TITE-LOC PLUSSTANDING SEAM ROOF SYSTEM- 24 GA. X 16" WIDE

PETERSEN ALUMINUM TITE-LOC LOW-FLOATG-90 GALVANIZED CLIP

40 MIL. FM APPROVED HT UNDERLAYMENTAPPROVED FOR USE BY ROOFINGMANUFACTURER FOR WARRANTY COVERAGE

4" R-20 SOPRA-ISO+ POLYISOCYANURATETHERMAL INSULATION BY SOPREMAMECHANICALLY ATTACHED TO STRUCTURALSTEEL DECKING - (25 PSI COMPRESSIVESTRENGTH)

1.5" 20 GA. STRUCTURAL STEEL DECKING

STRUCTURAL STEEL BAR JOISTS SPACEDAT 6'-4" O.C. MAX. - REFER TO STRUCTURAL

4" HIGH 16 GA. GALVANIZED STEEL "Z" PURLINS

24" O.C. AT PERIMETER AND 16" O.C. AT CORNERS

Z-PURLINS AT 4' - 0" O.C. IN FIELD

.

SLOPE = 2" / 12"

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Roof Plan General NotesROOF PLAN DEPICTS INTENT OF ROOF SLOPES.

NOT ALL ROOF PENETRATIONS ARE INDICATED ON ROOF PLAN. COORDINATE WITH ALL TRADES FORNUMBER AND LOCATIONS OF ROOF PENETRATIONS.

ALL ROOF PENETRATIONS SHALL BE WATER TIGHT AND SHALL NOT VOID ROOF WARRANTY.

PROVIDE TAPERED INSULATION ROOF CRICKETS AT ALL EQUIPMENT AND ROOF ACCESSLOCATIONS.

EXTEND ALL CONDENSATE LINES FROM RTU'S TO NEAREST SCUPPER. USE COLLECTOR LINES ASREQUIRED. USE ROOFING MANUFACTURER RECOMMENDED ADJUSTABLE SEATS AT 3'-0" O.C. ANDWITHIN 12" OF ELBOWS, JUNCTURES, AND TERMINATIONS.

ALL ROOF DETAILS SHALL BE APPROVED BY THE ROOF SYSTEM MANUFACTURER PRIOR TOCOVERAGE.

ANY NON-STANDARD DETAILS MUST BE APPROVED IN WRITING BY ROOF SYSTEM MANUFACTURERPRIOR TO INSTALLATION.

ALL OVERFLOW SCUPPERS SHALL BE LOCATED 4" HIGHER MAXIMUM THAN ADJACENT PRIMARYSCUPPER AND 2'-6" HORIZONTALLY.

GAS PIPING SHALL BE PRIMED AND PAINTED SAFETY YELLOW. CONTRACTOR SHALL PROVIDEADEQUATE SUPPORTS APPROVED BY ROOFING MANUFACTURER WITH SPACING PER CODEREQUIREMENTS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

1/8" = 1'-0"A3.11 Roof Plan

1 1/2" = 1'-0"A3.12 Standing Seam Roof FM Roof Nav Assembly 79705-0-0 Detail

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O. 1

2

COLD-FORMED STEEL NOTES

ALL EXTERIOR METAL STUDS ARE TO BE C.S.J. (U.N.O.)

CONTRACTOR SHALL FURNISH DETAILED DESIGN CALCULATIONS INCLUDING CONNECTION AND GAUGEOF ALL EXTERIOR METAL STUDS, METAL STUD TRUSSES AND METAL STUD TRUSS GIRDERS SEALED BYA REGISTERED ENGINEER IN THE STATE IN WHICH THE PROJECT IS BUILT.

ALL EXTERIOR FLANGES OF STUD WALLS SHALL BE BRACED BY SHEATHING PROPERLY ATTACHEDTO THEM.

THE TOP COMPRESSION FLANGES OF JOISTS & TRUSSES ARE TO BE LATERALLY BRACED BY PROPERATTACHMENT OF THE DECKING.

THE TOP FLANGES OF BOTTOM CHORDS OF TRUSSES, SHALL BE BRACED LATERALLY AT INTERVALS NOTEXCEEDING 3'-0" o.c. BY CONTINUOUS C STUDS WELDED TO TOP FLANGES OR BY SHEATHING ATTACHEDDIRECTLY TO BOTTOM FLANGE.

TOP FLANGE OF CEILING STUD SHALL BE BRACED LATERALLY BY CONTINUOUS C STUDS WELDED TOEACH JOIST. EACH BRACE SHALL BE CAPABLE OF TRANSMITTING A MINIMUM OF 200 POUNDS IN TENSIONOR COMPRESSION. BOTTOM FLANGE OF CEILING SHALL BE BRACED BY SHEATHING PROPERLY ATTACHEDTO BOTTOM FLANGE.

ALL INTERIOR FLANGES OF STUD WALLS SHALL BE BRACED EITHER BY SHEATHING OR BY CONTINUOUSCHANNELS WELDED TO FLANGE AT INTERVALS NOT EXCEEDING 2'-0" o.c. OR AS DETERMINED BY DETAILDESIGN DOCUMENTS FURNISHED BY A REGISTERED ENGINEER IN THE STATE IN WHICH THE PROJECT ISBUILT.

ALL EXTERIOR METAL STUDS SHALL BE DESIGNED FOR LATERAL WIND PRESSURE BASED UPONULTIMATE DESIGN WIND SPEED AS SHOWN ON DESIGN NOTES AND SHOULD BE LIMITED TOLATERAL DEFLECTION OF L/600 WHEN BACKING MASONRY, AND L/360 WHEN BACKING E.I.F.S., ANDMETAL PANELS

ALL NON-LOAD-BEARING METAL STUD WALLS (INTERIOR AND EXTERIOR) SHALL BE CONNECTED TOALLOW FOR 3/4" VERTICAL MOVEMENT BETWEEN STUD WALL AND STRUCTURE.

ALL OTHER INTERIOR METAL STUD PARTITIONS, BULKHEADS, CEILING STUDS AND ECT. SHALL BEFURNISHED UNDER THE DIRECTION OF THE ARCHITECTURAL DOCUMENTS . ANY ADDITIONAL STUDDESIGN REQUIREMENTS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S METAL STUDDESIGN ENGINEER.

THE STRUCTURAL BACKING TO WHICH MASONRY VENEER ANCHOR TIES ARE ATTACHED SHALL BECORROSION RESISTANT AND HAVE A BASE METAL THICKNESS OF AT LEAST 0.043 INCH (18 GUAGEMIN.).

1

CONCRETE NOTES

REINFORCING BARS THAT ARE TO BE WELDED SHALL BE OF A WELDABLE GRADE AND WELDED INACCORDANCE WITH A.W.S. RECOMMENDATIONS.

WHERE THE LENGTH OF A BAR IS GIVEN, AND IT IS TO BE HOOKED, THE HOOK SHALL BE IN ADDITION TOTHE LENGTH GIVEN.

WHERE OPENINGS OCCUR IN SLABS, PLACE THE REINFORCING THAT WOULD OCCUR IN LINE WITH THEOPENING EQUALLY TO EITHER SIDE OF THE OPENING. CUT NO STEEL IN THE FIELD.

PROTECTIVE COVERING OF REINFORCEMENT (SEE DETAILS) SHALL BE AS FOLLOWS : FOOTINGS ANDGRADE BEAMS 3" CLEAR BOTTOM AND SIDES, 1 1/2" CLEAR SIDES. BEAMS 1 1/2" CLEAR TO STIRRUPS.CONCRETE COLUMNS AND PIERS 1 1/2" CLEAR TO TIES. 3/4" CLEAR FOR CONCRETE JOIST TOP BARS

UNLESS SHOWN OTHERWISE, CONCRETE WALLS 8" THICK OR LESS SHALL BE REINFORCED WITH #4@ 8" o.c. EACH WAY. WALLS OVER 8" THICK SHALL BE REINFORCED WITH #4 @ 12" o.c. EACH WAY,EACH FACE.

REINFORCING STEEL FOR ALL MEMBERS SHALL HAVE A YIELD STRENGTH OF 60,000 PSI MINIMUM,EXCEPT FOR STIRRUPS, TIES AND HOOPS, WHICH SHALL HAVE A YIELD. STRENGTH OF 40,000 PSIMINIMUM.

DECKING NOTES

ALL METAL ROOF DECKS SHALL BE WIDE RIB AND GALVANIZED TYPE "B" DECKS UNLESS NOTEDOTHERWISE.

NO PIPING, DUCTWORK, OR CONDUIT LARGER THAN 3/4" DIAMETER OR STUD WALLS SHALL BESUPPORTED DIRECTLY FROM METAL DECK OR PERMANENT METAL FORM.

FOUNDATION NOTES

WHERE PIPES OR CONDUITS RUN PERPENDICULAR TO A FOOTING, STEP TOP OF FOOTING DOWN TOALLOW PIPES OR CONDUIT TO RUN OVER TOP OF FOOTINGS.

WHERE PIPES OR CONDUIT RUN PARALLEL TO A FOOTING, STEP DOWN BOTTOM OF FOOTING SOTHAT A LINE DRAWN BETWEEN INVERT OF PIPE AND BOTTOM OF FOOTING SHALL NOT EXCEED 30DEGREES, SEE "TRENCHES NEAR FOOTINGS" DETAIL.

NO PIPES OR CONDUIT SHALL BE PLACED IN THE FOOTINGS, OR SLAB ON GRADE.

BUILDING FOUNDATIONS ARE DESIGNED TO BE SUPPORTED ON 16" DIAM. AUGER CAST CONCRETE PILES INACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY "SAILORS ENGINEERING ASSOCIATES,INC." DATED 23 AUGUST 2016. PROJECT NO. 161-135. AUGER CAST PILES SHALL BE A MINIMUM OF 45 FEETIN LENGTH WITH A CARRYING CAPACITY OF 100 TONS. PILES SHALL BE VERIFIED BY A REGISTEREDGEOTECHNICAL ENGINEER AT THE TIME OF EXCAVATION. ELEVATIONS GIVEN ARE FOR PURPOSES OFCONTRACT AND SHALL BE ADJUSTED AT THE TIME OF EXCAVATION TO MEET SOILS CONDITIONS. TENSILECAPACITIES FOR PILES SHALL BE 30 KIPS. FOUNDATIONS AT THE DUMPSTER ENCLOSURE STRUCTURESHALL BEAR ON SHALLOW SPREAD FOOTINGS WITH AN ALLOWABLE BEARING CAPACITY OF 2500 PSF . TOBE REVIEWED BY THE GEOTECHNICAL ENGINEER.

CONCRETE MASONRY NOTES

MASONRY GROUT SHALL BE COMPLYING WITH ASTM C 476, MINIMUM REQUIRED GROUT COMPRESSIVESTRENGTH f'm = 2800 PSI, U.N.O.

MORTAR SHALL COMPLY WITH ASTM C 270, TYPE S, UNLESS GREATER STRENGTH IS SPECIFIEDELSEWHERE.

REQUIRED MASONRY NET AREA COMPRESSIVE STRENGTH f'm=2000 PSI, U.N.O.

CONCRETE GROUT, CONFORMING TO ASTM C476, NOT MORTAR, SHALL BE USED AT CELLS AND BONDBEAMS CONTAINING REINFORCING BARS. DO NOT FILL CELLS NOT CONTAINING REINFORCING BARS,EXCEPT BELOW GRADE, UNLESS SO INDICATED.

UNLESS NOTED OTHERWISE , MAXIMUM CONTROL JOINT SPACING SHALL BE 32'-0", 16'-0" FROMCORNERS, COORDINATE WITH ARCHITECTURAL. ALL HORIZONTAL REINFORCING SHALL BEDISCONTINUED AT WALL CONTROL JOINTS. VERTICAL WALL CONTROL JOINTS SHALL BE LOCATED ATEACH FLOOR JOINT, MINIMUM.

LOAD BEARING MASONRY WALLS SHALL BE LATERALLY BRACED UNTIL ALL FLOOR / ROOF DIAPHRAGM ISIN PLACE.

AT ALL NON-LOAD BEARING MASONRY WALLS (INTERIOR AND EXTERIOR), PROVIDE A 3/4" CAULKED JOINTBETWEEN UNDERSIDE OF BEAM, JOIST, DECK, OR STRUCTURE AND TOP OF MASONRY WALL.

PROVIDE MASONRY HORIZONTAL JOINT REINFORCEMENT 16" o.c. VERTICAL IN ALL CONCRETEBLOCK WALLS. REINFORCEMENT SHALL BE FOR TOTAL WIDTH OF CAVITY WALLS.

PROVIDE A 2 SQUARE INCH INSPECTION HOLE AT THE BOTTOM CELL FOR EACH LIFT TO ALLOWVISUAL INSPECTION AND TO REMOVE MORTAR DROPPING PRIOR TO GROUTING.

ALL MASONRY SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE.

SLEEVE ALL PLUMBING OR FIRE PROTECTION PIPING THROUGH CMU WALL.

SEE ARCHITECT DRAWINGS AND SPECIFICATIONS FOR MASONRY FINISHES.

AT LOAD-BEARING MASONRY WHERE JOISTS OR BEAMS BEAR ON MASONRY WALLS, GROUTPOCKET SOLID WITH GROUT TO THE SAME FINISH FACE AS MASONRY ABOVE AND BELOW. DO THISONLY AFTER JOIST SEAT CONNECTION HAS BEEN INSPECTED.

ALL LOAD BEARING MASONRY WALLS ARE A PART OF THE LATERAL LOAD-RESISTING SYSTEM ALONG THETWO ORTHOGONAL HORIZONTAL AXES.

1

TEST REPORTS THAT DOCUMENT A MINIMUM UNIT COMPRESSIVE STRENGTH OF 2000 PSI SHALL BESUBMITTED TO THE BUILDING INSPECTOR.;

POST-INSTALLED ANCHOR NOTES

THE BELOW PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. PRODUCT DIAMETER ANDEMBEDMENT SHALL BE AS SHOWN IN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITHMANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). SUBSTITUTION REQUESTS FORPRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THEENGINEER-OF-RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FORPRODUCTS HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATEAPPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THESUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THEDESIGN BASIS PRODUCT. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE(800-999-5099) FOR PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THEEOR INDICATING TRAINING HAS TAKEN PLACE. SPECIAL INSPECTIONS ARE REQUIRED PER THE IBC ANDICC-ES REPORTS.

FOR ANCHORING INTO CONCRETEA.

MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCEWITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS.PRE-APPROVED ANCHORS INCLUDE:

I.

(1) SIMPSON STRONG TIE "STRONG-BOLT 2" (IAPMO-UES ESR ER-240)

ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE INACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED CONCRETE AND SEISMICAPPLICATIONS. ADHESIVE ANCHORS SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHORINSTALLER PER ACI 318-11 D.9.2.2 WHERE INDICATED ON THE CONTRACT DOCUMENTS.INSTALLATIONS REQUIRING CERTIFIED INSTALLERS SHALL BE INSPECTED PER ACI 318-11D.9.2.4. PRE-APPROVED ANCHORS INCLUDE:

II.

(1) SIMPSON STRONG TIE "SET-XP" (ICC-ES ESR-2508)(2) SIMPSON STRONG TIE "AT-XP" (IAPMO-UES ESR-263)

FOR ANCHORING INTO MASONRYB.

ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRYI.

MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE INACCORDANCE WITH ICC ES AC01 OR ICC-ES AC106 PRE-APPROVED ANCHORS INCLUDE:

(A) SIMPSON STRONG TIE "TITEN-HD" (ICC-ES ESR-1056)(B) SIMPSON STRONG TIE "STRONG-BOLT 2" (IAPMO-ES ER-240)

(1)

ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE INACCORDANCE WITH ICC-ES AC58. PRE-APPROVED ANCHORS INCLUDE:

(A) SIMPSON STRONG TIE "AT-XP" (IAPMO-UES ER-281)(B) SIMPSON STRONG TIE "SET-XP" (IAPMO-UES ER-265)

(2)

ANCHORAGE TO HOLLOW CONCRETE MASONRYII.

MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE INACCORDANCE WITH ICC-ES AC106 PRE-APPROVED ANCHORS INCLUDE:

(A) SIMPSON STRONG TIE "TITEN-HD"

(1)

ADHESIVE FOR REBAR AND ANCHORS WITH SCREEN TUBES SHALL HAVE BEEN TESTEDAND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. THE APPROPRIATE SCREENTUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE-APPROVED ANCHORS WITH SCREEN TUBES INCLUDE:

(A) SIMPSON STRONG TIE "SET" (ICC-ES ESR-1772)

(2)

POWDER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ICC-ESAC70. PRE-APPROVED ANCHORS INCLUDE:

III.

(1) SIMPSON STRONG TIE "GAS ACTUATED PINS" (ICC-ES ESR-2811)(2) SIMPSON STRONG TIE "POWDER ACTUATED PINS" (ICC-ES ESR-2138)

POWDER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ICC-ES AC70. PRE-APPROVED ANCHORS INCLUDE:

(A) SIMPSON STRONG TIE "GAS ACTUATED PINS" (ICC-ES ESR-2811)(B) SIMPSON STRONG TIE "POWDER ACTUATED PINS" (ICC-ES ESR-2138)

(3)

POWDER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ICC-ESAC70. PRE-APPROVED ANCHORS INCLUDE:

(A) SIMPSON STRONG TIE "GAS ACTUATED PINS" (ICC-ES ESR-2811)(B) SIMPSON STRONG TIE "POWDER ACTUATED PINS" (ICC-ES ESR-2138)

(3)

FOR ANCHORING INTO STEEL POWDER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED INACCORDANCE WITH ICC-ES AC70. PRE-APPROVED ANCHORS INCLUDE:

C.

I. SIMPSON STRONG TIE "GAS ACTUATED PINS" (ICC-ES ESR-2811)II. SIMPSON STRONG TIE "POWDER ACTUATED PINS" (ICC-ES ESR-2138)

REPAIR, PROTECT, AND STRENGTHENING NOTES

THE BELOW PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. CONTRACTOR SHALL FOLLOWMANUFACTURER'S INSTALLATION INSTRUCTIONS AND CONTACT MANUFACTURER'S REPRESENTATIVE(800-999-5099) WITH PRODUCT RELATED QUESTIONS. SUBSTITUTION REQUESTS FOR PRODUCTSOTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR) FOR REVIEW AND APPROVAL. SUBSTITUTIONS WILL ONLY BE CONSIDERED FORPRODUCTS HAVING INDEPENDENT TEST RESULTS OR OTHER DOCUMENTATION INDICATING THEPRODUCT IS APPROPRIATE FOR THE INTENDED APPLICATION.

REBAR PRIMER: REBAR PRIMER SHALL BE USED TO PROTECT EXISTING STEEL REINFORCINGAND ENCOURAGE POSITIVE BOND FROM EXISTING STEEL REINFORCING TO NEW REPAIRMATERIAL. PRE-APPROVED PRODUCTS INCLUDE:

A.

SIMPSON STRONG TIE "FX-406"I.

BONDING AGENTS: BONDING AGENTS SHALL BE USED TO ENCOURAGE POSITIVE BOND OFNEW REPAIR MATERIAL TO EXISTING CONCRETE. PRE-APPROVED PRODUCTS INCLUDE:

B.

SIMPSON STRONG TIE "FX-762"I.

REPAIR MORTARS: REPAIR MATERIAL SHALL BE USED TO REPAIR AREAS OF DAMAGEDCONCRETE. PRE-APPROVED PRODUCTS INCLUDE:

C.

I. SIMPSON STRONG TIE "FX-263" (FOR USE IN OVERHEAD AND VERTICAL APPLICATIONS)II. SIMPSON STRONG TIE "FX-261" (FOR USE IN HORIZONTAL AND FORM & POUR APPLICATIONS)

CRACK REPAIR SYSTEM: CRACK REPAIR SYSTEM SHALL CONSIST OF CRACK INJECTIONMATERIAL AND PASTE OVER ADHESIVE AND SHALL BE USED TO PRESSURE INJECT CRACKS.PRE-APPROVED SYSTEMS INCLUDE:

D.

I. SIMPSON STRONG TIE "FX-751 LV" INJECTION MATERIAL WITH "FX-763" PASTE OVER ADHESIVE

NON-SHRINK GROUT MATERIAL: NON-SHRINK GROUT MATERIAL SHALL BE USED TO GROUTBENEATH BASEPLATES, BEARING PLATES AND EQUIPMENT BASES. PRE-APPROVEDPRODUCTS INCLUDE:

E.

I. SIMPSON STRONG TIE "FX-228"

5 54

WALL ELEVATION

"a"

STEEL BAR JOIST NOTES

STEEL JOISTS SHALL BE OPEN WEB STEEL JOISTS OF THE SIZES AND SERIESSHOWN ON THE DRAWINGS. JOISTS, BRIDGING AND SPACING OF BRIDGING SHALL MEET THEREQUIREMENTS OF THE LATEST EDITION OF THE "STANDARDSPECIFICATIONS" OF THE STEEL JOIST INSTITUTE, EXCEPT WHERE OTHERWISEINDICATED BY THE DRAWINGS OR SPECIFICATIONS.

JOISTS SHALL NOT BE FIELD MODIFIED EXCEPT AS SHOWN.

JOIST BRIDGING SHALL NOT BE USED TO SUPPORT CONDUIT, PIPING, DUCTWORK, ETC.

WHERE JOISTS CANNOT ACHIEVE THE REQUIRED BEARING ON STEEL BEAMS, STAGGER JOISTS TOPROVIDE ADEQUATE BEARING.

IN ADDITION TO WHAT IS CALLED FOR ON PLAN, BAR JOISTS SHALL BE DESIGNED TO SUPPORT ANADDITIONAL CONCENTRATED LOAD OF 300 POUNDS AT TOP OR BOTTOM CHORD AT ANY ONELOCATION ALONG THE SPAN.

WHERE ANGLE BRACES ARE SHOWN ON STRUCTURAL SECTIONS, JOIST MANUFACTURER SHALLRESOLVE AN AXIAL LOAD OF 2000 POUNDS FROM THE BRACE INTO THE JOIST - TYPICAL UNLESSNOTED OTHERWISE.

AT THE END OF EACH ROOF JOIST, PROVIDE A CONTINUOUS ROW OF BRIDGING AT THE LAST BOTTOMCHORD PANEL POINT FOR UPLIFT. TYPICAL AT EACH END OF JOIST.

CWIND EXPOSURE (X-X) :

ULTIMATE (V 120 MPH

IVRISK CATEGORY :

COMPONENTS AND CLADDING WINDPRESSURES: SEE TABLES, THIS SHEET

INTERNAL PRESSURE COEFFICIENT ±0.18

1.0

SNOW IMPORTANCE FACTOR (I 1.2

THERMAL FACTOR (CSNOW EXPOSURE FACTOR (C 0.9

5 PSFFLAT-ROOF SNOW LOAD (P

300

OCCUPANCY OR USEUNIFORM

(PSF) (LBS)CONC.CONC.

(LBS)UNIFORM

OCCUPANCY OR USE(PSF)

20ROOF

AISC 360-10STRUCTURAL STEEL

MASONRY STRUCTURES

MINIMUM DESIGN LOADS

STRUCTURAL CONCRETE

INTERNATIONAL BUILDING CODE

ACI 530-11

ASCE 7-10

ACI 318-11

IBC 2012

SEISMIC IMPORTANCE FACTOR (I

MAPPED SPECTRAL RESPONSE ACCELERATIONS :

MAPPED SPECTRAL RESPONSE ACCELERATIONS :

SEISMIC DESIGN CATEGORY :

BASIC SEISMIC-FORCE-RESISTING SYSTEM(S) :

DESIGN BASE SHEAR :

RESPONSE MODIFICATION FACTOR(S) :

ANALYSIS PROCEDURE:

SITE CLASS:

EQUIVALENT LATERAL FORCE

R = 5

F =F =

I

S

1.5

D

66 k

D

0.147 g

0.208 g

0.195 g

0.092 g

12"DESIGN FROST DEPTH

SPECIAL REINFORCED MASONRYSHEAR WALLS

WIND DESIGN CRITERIA

ROOF SNOW LOAD

DESIGN NOTES

LIVE LOADS

REFERENCE CODES

SEISMIC DESIGN CRITERIA

=

=

=

=

=

100SLAB ON GRADE

f ) :

e) :

s) :

t ) :

DESIGN WIND SPEED

ult ) :NOMINAL (V 93 MPHasd) :

CWIND EXPOSURE (Y-Y) :

RISK CATEGORY : IV

s) : s

s

S1

Sds

Sd1

x y

250APPARATUS BAY

HANDRAILS AND GUARDS

250GRAB BARS

200

1

LOAD PATH(S)

LATERAL LOADS ARE DISTRIBUTED THROUGH ROOF DIAPHRAGMS ANDCOLLECTED BY MEANS OF JOIST SEATS AND ROOF CLOSURE ANGLES EXPANSIONANCHORED INTO LOAD-BEARING MASONRY SHEAR WALLS. LOAD IS DISTRIBUTEDTHROUGH SHEAR WALLS INTO FOUNDATION.

1

FABRICATION AND ERECTION OF ALL STEEL SHALL BE IN ACCORDANCE WITH THE AISCSPECIFICATIONS.ALL BOLTS SHALL BE ASTM A-325 HIGH STRENGTH BOLTS U.N.O. (T.C. BOLTS)WHERE BEAMS REST ON MASONRY OR CONCRETE WALLS THEY SHALL BEAR A MINIMUM OF 8" ANDSHALL HAVE BEARING PLATES AND ANCHORS.WHERE NOT SHOWN OTHERWISE, ALL COLUMNS SHALL HAVE BASE PLATES AND (4) 3/4" DIAMETERx 1'-2" LONG+HOOK ANCHOR BOLTS.UNLESS SHOWN OTHERWISE, PROVIDE 5/8"x12"x7-1/2" BEARING PLATES ON 1" GROUT WITH (2) 3/4"DIAMETER ANCHOR BOLTS UNDER ALL STEEL BEAMS THAT BEAR ON MASONRY WALLS.COLUMN BASES ARE DESIGNED AS UNRESTRAINED, THEREFORE COLUMNS MUST BE BRACEDDURING ERECTION.AS ERECTION PROGRESSES, FRAMING SHALL BE ADEQUATELY GUYED AND BRACED ANDCONNECTIONS SHALL BE SECURELY BOLTED OR WELDED.NO SHOP SPLICE OR OTHER CONNECTION WILL BE PERMITTED UNLESS THIS SPLICE OR DETAIL ISSHOWN ON SHOP DRAWINGS AND REVIEWED BY THE ENGINEERS.ALL STEEL SHALL CONFORM TO ASTM A992, 50 KSI STEEL UNLESS SHOWN OTHERWISE. TUBESTEEL SHALL CONFORM TO ASTM A-500, GRADE B (Fy = 46 KSI MINIMUM) ALL MISC. PLATES,CONNECTION PLATES AND ANGLES SHALL BE 36 KSI STEEL.ALL FASTENERS SHALL CONSIST OF ONE NUT, ONE BOLT, AND ONE WASHER.ALL BEAM SHOP CONNECTIONS SHALL BE WELDED. BEAM SHOP CONNECTIONS MAY BE BOLTED INLIEU OF WELDING PROVIDED THAT THE CONTRACTOR ASKS AND RECEIVES AN AFFIRMATIVEANSWER BY THE ENGINEER OF RECORD IN WRITING. FURTHERMORE, ACCEPTANCE OF A BOLTEDCONNECTION WILL ONLY OCCUR IF THE FABRICATOR FOLLOWS THE ECCENTRIC LOAD TABLESPROVIDED ON PAGES 7-30 THROUGH 7-53 OF THE AISC MANUAL.

eFACE OFFRAMINGMEMBER

e = ECCENTRICITY(SEE 7-30 - 7-53, AISCFOURTEENTH EDITION)

ALL WELDING SHALL CONFORM TO THE "STRUCTURAL WELDING CODE - AMERICAN WELDINGSOCIETY." FOR WELD TESTING REQUIREMENTS, SEE SPECIFICATIONS.ALL ANCHOR BOLTS SHALL BE ASTM F-1554.NO SLOTTED HOLES ARE PERMITTED UNLESS SPECIFICALLY DETAILED BY THE ENGINEER OF RECORD.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE STEEL AGAINST DISPLACEMENTDURING ERECTION AND TO MAINTAIN IT AGAINST DISPLACEMENT UNTIL THE ERECTION OF ALL STEELIS COMPLETED, ALL FLOOR AND ROOF DECKS ARE IN PLACE, AND ALL EXTERIOR MASONRY ISCOMPLETED. ALL STRUCTURAL METAL WORK SHALL HAVE TEMPORARY GUYS, BRACES AND STAYSTO HOLD IT IN POSITION UNTIL IT IS PERMANENTLY SECURE.ALL GROUT UNDER BASE PLATES AND BEAM BEARING PLATES SHALL BE NON SHRINK GROUT. (5,000PSI)WHERE ROOF DECKS FRAME ONTO A ROOF MEMBER, AND DECK IS IN A DIFFERENT PLANE THAN THEROOF MEMBER, PROVIDE A 3/16" CONTINUOUS BENT PLATE WELDED ACROSS THE TOP OF THE ROOFMEMBER SLOPED TO MATCH PLANE OF ROOF DECK.FILL ALL CMU CELLS WITH GROUT WHERE REINFORCING AND/OR ANCHORS OCCUR.HEADED CONCRETE ANCHORS SHALL BE NELSON OR K.S.M. HEADED CONCRETE ANCHORS (ORAPPROVED EQUAL), AND SHALL CONFORM TO ASTM A-108.ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT INACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.WHERE A ROOF FRAMING MEMBER DOES NOT FRAME OVER A COLUMN, PROVIDE A 1/2" THICK CAPPLATE (i.e. TUBES AND PIPES)FABRICATOR SHALL SUBMIT COMPLETE CALCULATIONS OF ALL CONNECTIONS, STRUCTURAL STEEL,AND JOIST SEALED BY THE REGISTERED DESIGN ENGINEERWHERE HSS OUTLOOKERS OCCUR PROVIDE 1/4" CAP PLATE AT END

STRUCTURAL STEEL NOTES

SUBMITTAL NOTES

THE GENERAL CONTRACTOR SHALL ALLOW FOR 10 BUSINESS DAYS OF ALL STRUCTURALSUBMITTALS. IF THE CONTRACTOR WISHES TO EXPEDITE OR REDUCE THE REVIEW TIME, IT SHALLBE DONE FOR AN ADDITIONAL CHARGE AND MUST BE NEGOTIATED WITH THE ARCHITECT ANDENGINEER PRIOR TO THE SUBMISSION OF THE PACKAGE.

THE GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE OF SUBMITTALS PRIOR TO CONSTRUCTIONBEGINNING ON THE PROJECT. THE SCHEDULE SHOULD DESCRIBE WHAT EACH SUBMITTAL IS,WHETHER IT IS THE ENTIRE PACKAGE, OR BROKEN INTO PHASES FOR REVIEW.

IN THE EVENT THE CONTRACTOR ATTEMPTS TO SUBMIT THE ENTIRE PROJECT AT THE SAME TIMEFOR SUBMISSION, ADDITIONAL TIME WILL BE REQUIRED BEYOND THE STANDARD 10 DAY REVIEWTIME.

WHERE GLASS REQUIRES ADDITIONAL DESIGN OF MISCELLANEOUS STEEL AND MULLIONS,CONTRACTOR SHALL FURNISH DETAILED DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEERIN THE STATE IN WHICH THE PROJECT IS BUILT.

STRUCTURAL STEEL SUPPLIER SHALL PROVIDE COMPLETE SHOP DRAWINGS INCLUDING AN ANCHORSETTING PLAN, ERECTION DRAWINGS WITH ALL PIECE MARKS, AND ASSOCIATED FABRICATION DRAWINGSSHOWING ALL MATERIAL AND CONNECTIONS. CONNECTIONS SHALL BE DESIGNED BASED UPON THE ENDSHEAR TABLES PROVIDED IN THE AISC UNLESS NOTED OTHERWISE.

REBAR SUPPLIER SHALL PROVIDE COMPLETE SHOP DRAWINGS INCLUDING PLAN VIEWS WITH MARKSILLUSTRATING BAR SIZES AND BAR BENDING DETAILS. INCLUDE ALL LOCATION OF STEPS NOTED IN THEGENERAL NOTES FOR PLUMBING AND CIVIL LINES WHERE APPLICABLE. WHERE CONCRETE PIER ANDSTEM WALLS OCCUR PROVIDE SECTION CUTS, AND ELEVATIONS ILLUSTRATING THE MATERIAL SPECIFIED

REBAR SUPPLIER SHALL PROVIDE COMPLETE SHOP DRAWINGS FOR LOAD BEARING MASONRY.PROVIDE ALL WALLS INCLUDING NON LOAD BEARING PARTITIONS IN ELEVATIONS DEPICTING THEVERTICAL WALL REINFORCEMENT/ LAPS, ALL LINTELS AT OPENINGS , REINFORCING AND BONDBEAMS AS DESCRIBED IN TYPICAL DETAILS AND WALL SECTIONS INCLUDING MASONRY CONTROLJOINT LOCATIONS.

JOIST AND DECK SUPPLIER SHALL PROVIDE COMPLETE SHOP DRAWINGS INCLUDING ERECTIONDRAWINGS, SECTIONS INCLUDING MATERIALS PROVIDED, ALL ASSOCIATED CONNECTIONS AS OUTLINEDIN THE CONTRACT DOCUMENTS AND SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE ALL EDGE OFDECK DIMENSIONS, EDGE OF JOIST DIMENSIONS .

SEE DISCIPLINE SPECIFIC NOTES AND SPECIFICATIONS FOR ALL ADDITIONAL SUBMITTAL REQUIREMENTS.

FOR THIRD-PARTY DESIGN SUBMITTALS INCLUDING, BUT NOT LIMITED TO, PRECAST, HOLLOW CORESLABS, METAL STUDS, STAIRS & HANDRAILS, GLASS DESIGN, AND WOOD TRUSSES, PLEASE SUBMITMANUFACTURER'S DRAWINGS WITH ACCOMPANYING CALCULATIONS SEALED BY A REGISTEREDENGINEER IN THE STATE IN WHICH THE PROJECT IS BUILT.

SPECIAL INSPECTION REPORTS AND FINAL REPORT IN ACCORDANCE WITH 1704.2.4 SHALL BESUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE TIME THAT PHASE OF WORK IS APPROVED FOROCCUPANCY.

COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNEDBY THE DESIGN TEAM-OF-RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTIONDOCUMENTS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THESTATE OF GEORGIA AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OFINSPECTION.

1

CONTRACTOR'S NOTES

THE CONTRACTOR SHALL NOT SCALE THE CONTRACT DRAWINGS FOR THE PURPOSE OF ESTABLISHINGCORRECT DIMENSIONS.

GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING SIZES, DIMENSIONS, NOTES OR CONDITIONSPRIOR TO ANY DETAILING, OR FABRICATION OF MATERIALS.

U.N.O. DENOTES: "UNLESS NOTED OTHERWISE".

SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWING. AND SPECIFICATIONSFOR SIZE AND LOCATION OF DRIPS, CHAMFERS, SLEEVES, ANCHORS, INSERTS AND OPENINGSREQUIRED. THE LOCATION AND SIZE OF SLEEVES OR OPENINGS NOT SHOWN ON THE DRAWINGS INSTRUCTURAL MEMBERS SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. ANY CONFLICTSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORKAFFECTED. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACTDRAWINGS. ANY SUBSTITUTIONS RESULTING IN REVISIONS TO THE STRUCTURE SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ARCHITECT.

WHERE THE CONTRACTOR ELECTS TO POUR THE SLAB ON GRADE PRIOR TO ERECTING THESUPERSTRUCTURE, THE CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT THE SLAB ON GRADE IS NOTDESIGNED FOR SUPPORT OF ANY CRANES OR SIMILAR DEVICES USED TO ERECT THE STRUCTURAL FRAME.DO NOT PLACE THIS EQUIPMENT ON THE SLAB.

WHERE OVERHEAD LIFTS OCCUR ON THE PROJECT, NO KEYED OR SAW CUT JOINT SHALL BE PLACEDWITHIN 6" OF THE LIFT SUPPORT ANCHORAGE AS PER THE LIFT MANUFACTURER RECOMMENDATIONS.GENERAL CONTRACTOR COORDINATE WITH FINAL LIFT PLACEMENT PLAN PRIOR TO POURING THE SLAB.

GENERAL CONTRACTOR SHALL ENGAGE A SURVEYOR TO PROVIDE LOCATIONS OF ALL EXISTINGUTILITES, TRENCHES, ETC. TO ENSURE THAT NEW FOUNDATIONS WILL NOT INTERFERE, UNDERMINE,OR BEAR ON EXISTING UTILITIES.

ROOF PLAN

= ZONE 1

= ZONE 2

= ZONE 3

'a'

'2a'

= ZONE 3'

AUGER CAST PILE NOTES

EACH PILE SHALL BE INSTALLED TO AUGER REFUSSAL. A SINGLE STATIC LOAD TEST WOULD BEREQUIRED TO VERIFY CAPACITY.

CAPACITY OF PILES IN COMPRESSION = 200 KIPS

CAPACITY OF PILES IN TENSION = 30 KIPS

THE GENERAL CONTRACTOR SHALL EXAMINE THE PREMISES AND DETERMINE THE LOCATIONS OF ANYEXISTING WATER PIPES, SEWER LINES, UNDERGROUND CONDUIT, OR OTHER EXISTING UTILITIES. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH FACILITIES.

THE INSTALLATION OF ALL PILES SHALL BE DONE UNDER THE DIRECT SUPERVISION OF AGEOTECHNICAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS BEING BUILT. HESHOULD VERIFY THAT ALL APILES ARE INSTALLED AT THE LOCATIONS STAKED BY THECONTRACTOR'S SURVEY AND THAT EACH PILE IS SUFFICIENTLY PLUMB AND INSTALLED TO THEDESIGN CAPACITY. HE SHOULD ALSO KEEP A RECORD OF PILE LENGTHS FOR PAYMENT PURPOSES.

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All Drawings, Specifications and other work product of NANNIS AND ASSOCIATES, INC. for this Project are instruments of service for this Project only and shallremain the property of NANNIS AND ASSOCIATES, INC. whether the Project is complete or not. Reuse of any of the instruments of service of NANNIS ANDASSOCIATES, INC. by the Owner or extensions of this Project without the written permission of NANNIS AND ASSOCIATES, INC. shall be at the Owner's riskand the Owner agrees to defend, Indemnify and hold harmless NANNIS AND ASSOCIATES, INC. from all claims, damages, and expenses including attorney'sfees arising out of such unauthorized reuse of NANNIS AND ASSOCIATES, INC.'s instruments of service by the Owner or others acting through the Owner. ©Copyright 2015

Buford, Georgia30518-2503

PHONE: (770) 614-6114 / FAX: (678) 765-7966INTERNET :www.nannis.com

505 East Main Street, N.E. PROJECT # :

Nannis and Associates, Inc.CONSULTING STRUCTURAL ENGINEERS

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GENERAL NOTES

ZONE 1A (EFFECTIVE AREA)e

A = 10 SQ. FT.e

ZONE 2 ZONE 3

A = 20 SQ. FT.e

A = 50 SQ. FT.e

A = 100 SQ. FT.e

+16.0, -36.3 +16.0, -60.9 +16.0, -91.7

+16.0, -35.4

+16.0, -34.2

+16.0, -33.2

+16.0, -54.5

+16.0, -45.9

+16.0, -39.4

+16.0, -76.0

+16.0, -55.1

+16.0, -39.4

COMPONENTS AND CLADDING ROOF (ENCLOSED) 120 MPHEXP. "C" 'ULT' EXTERNAL PRESSURES (PSF)


A = 10 SQ. FT.e

ZONE 5

A = 20 SQ. FT.e

A = 50 SQ. FT.e

A = 100 SQ. FT.e

+33.2, -36.0

+31.8, -34.5

+29.8, -32.6

+28.3, -31.1

+33.2, -44.3

+31.8, -41.4

+29.8, -37.5

+28.3, -34.5

COMPONENTS AND CLADDING WALL (ENCLOSED) 120 MPHEXP. "C" 'ULT' EXTERNAL PRESSURES (PSF)


A = 10 SQ. FT.e

ZONE 2 ZONE 3

A = 20 SQ. FT.e

A = 50 SQ. FT.e

A = 100 SQ. FT.e

+10.0, -21.0 +10.0, -35.2 +10.0, -53.0

+10.0, -20.5

+10.0, -19.7

+10.0, -19.2

+10.0, -31.5

+10.0, -26.5

+10.0, -22.8

+10.0, -43.9

+10.0, -31.9

+10.0, -22.8

COMPONENTS AND CLADDING ROOF (ENCLOSED) 93 MPHEXP. "C" 'ASD' EXTERNAL PRESSURES (PSF)


A = 10 SQ. FT.e

ZONE 5

A = 20 SQ. FT.e

A = 50 SQ. FT.e

A = 100 SQ. FT.e

NOTES:

1. INTERPOLATION MAY BE UTILIZED FOR EFFECTIVE AREAS THAT

OCCUR BETWEEN VALUES SHOWN ON THE TABLE.

2. PLUS AND MINUS SIGN INDICATES THE PRESSURE ACTING

TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY.

3. FORCES AND DIAGRAMS ARE BASED ON IBC / ASCE 7.

+19.2, -20.8

+18.4, -20.0

+17.2, -18.8

+16.4, -18.0

+19.2, -25.6

+18.4, -23.9

+17.2, -21.7

+16.4, -20.0

End zone width, a = 10' - 0"

COMPONENTS AND CLADDING WALL (ENCLOSED) 93 MPHEXP. "C" 'ASD' EXTERNAL PRESSURES (PSF)

ZONE 3'

+16.0, -78.1

+16.0, -69.7

+16.0, -58.5

+16.0, -50.0

COMPONENTS AND CLADDING (ENCLOSED) 120 MPH EXP. "C" 'ULT'EXTERNAL PRESSURES AT APPARATUS BAY

ZONE 3ZONE 2ZONE 1EFFECTIVE AREA

10 SQ. FT.

20 SQ. FT.

50 SQ. FT.

100 SQ. FT.

+16.0, -55.6

+16.0, -50.6

+16.0, -43.9

+16.0, -38.8

+16.0, -41.6

+16.0, -40.7

+16.0, -39.6

+16.0, -38.8

+16.0, -36.0

+16.0, -36.0

+16.0, -36.0

+16.0, -36.0

ZONE 3'

+10.0, -46.9

+10.0, -41.8

+10.0, -35.1

+10.0, -30.0

COMPONENTS AND CLADDING (ENCLOSED) 93 MPH EXP. "C" 'ASD'EXTERNAL PRESSURES AT APPARATUS BAY

ZONE 3ZONE 2ZONE 1EFFECTIVE AREA

10 SQ. FT.

20 SQ. FT.

50 SQ. FT.

100 SQ. FT.

+10.0, -33.4

+10.0, -33.4

+10.0, -30.4

+10.0, -26.3

+10.0, -25.0

+10.0, -24.5

+10.0, -23.8

+10.0, -23.3

+10.0, -21.6

+10.0, -21.6

+10.0, -21.6

+10.0, -21.6

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CONT. BOND BM. REINF. W/ 2 # 4 CONT. AT TOP OFWALL, MID FLOOR HEIGHT AND BELOW EA. FLOORAT ALL CMU WALLS. DISCONT. REINF. ATCONTRACTION JOINT

DOWEL TO FTG. SAME SIZE & NUMBERAS VERT. REINF., TYP. (@ EA. VERT. BAR)

PROVIDE CONTRACTION JOINT @ 48'-0"± PAINT JOINT W/ MASTIC.

FILL CELLS OF CMU CONTAINING REINF. ONLY WITH CONCRETE GROUT, NOT MORTAR.

BOND BEAM @ 12'-0" o.c.VERTICALLY WITH 2 #4 CONT.IN ALL WALLS

PROVIDE LADDER TYPE REINF. @ EVERY OTHER COURSE.

MIN. REINFORCING LAP 48 DIA., 2'-0"MIN.

NOTES:

2'-0

"

2'-0"

2 # 4 CONT. BOND BEAM @ WINDOW,DOOR & OPNG. HEAD, UNO:(CONTINUE FULL LENGTH OF WALL)

8" OR 12" CMUSEE PLAN

CORNER BARS. LOCATE ATEACH HORIZONTAL BAR AND @48"o.c. MAX.

min.

2' - 0"

min.1' - 4"

LA

P

SE

E L

AP

SC

HE

DU

LE

2' - 0"

FLOOR LINE

1 #5 VERT. ATCONTROL/EXP. JOINTOR END OF WALL

EXPANSION JOINT OREND OF WALL

..

#5@48" UNLESS SHOWN OTHERWISE

1 #5 VERT.FULL HEIGHT AT JAMB

1 #5 VERT. AT EACH CORNER

2 # 4 CONT. BOND BEAMAT FLOOR LINE

FOR TOP OF FOOTINGELEVATION, SEE PLAN

2 #4 IN BOND BEAM AT SILL

DOWELS SAME SIZE

WALL REINF.

& NUMBER ASJOINTS @ 30'-0"±

CONTRACTION

BEND VERT. BAR DOWN

INTO U-BLOCK.

CONTRACTION JOINT.

U-BLOCK DISCONT. AT

2 #4 IN CONC. FILLED

EXT. FINISH,SEE ARCH.

#5 VERT. REINF. AT CORNERS,OPENINGS, CONTRACTIONJOINTS.PROVIDE DOWEL AT FOOTING.BEND2'-0" INTO U-BLOCK AT TOP.SEESPECS. FOR PLACING INSTRUCTIONS.

COURSE.

REINF. EVERY OTHER

LADDER TYPE HORIZ.

SEE PLANFOR FTG./REINF.,

PAINT JOINT WITH MASTIC

BEFORE PLACING CONCRETE.

SEE PLAN FOR LOCATION.

VERTICAL CONTRACTION JOINT.

HORIZONTAL REINFORCINGVERTICAL REINFORCING

CONT. BOND BEAMAT 4'-0"o.c. MAX RINF.WITH 2#4 CONT.

EXT. FINISH,SEE ARCH.

FO

R L

AP

SP

LIC

E

SE

E S

CH

ED

UL

E.2

'-0

"

SEE WALL SCHEDULE

FOOTING

METAL LATH UNDER BONDBEAM TO CONFINE GROUT

SEE PLANS AND SECTIONSFOR FLOOR SLAB

REINF. IN BOND BEAMS SHALL BESET IN PLACE AS WALL IS LAID UP.LAP SPLICE AT LEAST 48 BARDIAMETERS. PROVIDE HOOKS ATENDS.

BAR

#3

LENGTH (IN.)

18"

#4 24"

#5 30"

#6 36"

#7 42"

#8 48"

FOR REINF. MASONRY

MIN. LAP SPLICE LENGTH

UNLESS WALL IS FULLYGROUTED, PLACE MORTAR ONCROSS WEBS ADJACENT TOGROUTED CELLS TO CONFINEGROUT TO THE GROUT SPACE.

CELLS CONTAINING REINF. SHALLBE FILLED SOLIDLY W/ GROUT.VERTICAL CELLS SHALL PROVIDEA CONTINUOUS CAVITY, FREE OFMORTAR DROPPINGS

WALLPARTITION

1 1/2" EXPANSIONJOINT MATERIAL SAMEWIDTH AS PARTITION

FIRE PROOFINSULATIONMATERIAL

1 1/2" EXPANSIONJOINT MATERIAL

UNDERSIDE OFDECKING

DECK

BEAM ORJOIST SEE PLAN

CENTER LINEOF MEMBER

CONT. BOND BEAMREINFORCED WITH 2#4 CONT. HORIZ. 8",10", OR 12" CMU.

CONT. BOND BEAMREINFORCED WITH 2#4 CONT. HORIZ.

8",10", OR 12" CMU.

8",10", OR 12" PARTITION PARALLEL TO FRAMING ABOVE

8",10", OR 12" PARTITION PERPENDICULAR TO FRAMING ABOVE

MAXIMUM UNBRACED LENGTHOF INTERIOR PARTITION

UNBRACED HORIZ.SPAN OF PARTITION

NOMINALSIZE

4" 13'-0"

GENERAL NOTES:

IF THE UNBRACED LENGTH OF A PARTITIONIS GREATER THAN SPECIFIED ON THEADJACENT TABLE OR INTERRUPTED BY ANOPENING, THEN IT IS CONSIDEREDDISCONTINUOUS AND CANNOT SPANBEYOND THAT POINT. PROVIDE BRACING ASOUTLINED IN DETAILS BELOW.

DO NOT WELD ANGLE UNTIL ALL ROOF ORFLOOR DEAD LOAD IS IN PLACE.

6" 19'-6"

8" 26'-0"

10" 32'-6"

12" 39'-0"

1/8"

1/8"FLOOR OR ROOFJOIST OR BEAM.

(2)- 5/8" DIAM. EXPANSIONANCHORS LOCATED 2-1/2"BELOW TOP OF ANGLE.CENTER IN A 1-1/2"VERTICAL SLOTTED HOLE.

5" x 3" x 1/4" x 1'-0" LONGANGLE AT EVERY OTHERJOIST AND SPACING NOT TOEXCEED 10'-0" o.c MAX.

3/16"

(2) - 5/8" EXPANSIONANCHORS LOCATED 2-1/2"BELOW TOP OF ANGLE.PLACE IN A 1-1/2"VERTICAL SLOTTED HOLE.

FLOOR OR ROOFJOIST OR BEAM.

4" x 3" x 1/4" x 1'-0" LONGANGLE AT EVERY OTHERJOIST PANEL POINT NOT TOEXCEED 10'-0" o.c MAX.

HSS 2-1/2" x 2-1/2"x 1/4" AT EVERYOTHER JOIST BOTTOM CHORD PANELPOINT NOT TO EXCEED 10'-0" o.c.MAX. WELD TO BOTTOM CHORD OFJOIST WITH A 1/8" FILLET WELD.

ADDITIONAL X TYPEBRIDGING

PROVIDE 1" COMPRESSIBLEMATERIAL AROUND JOISTTHAT PENETRATES A NONLOAD BEARING PARTITION.

45.0

0°

NOTE "A"

3/16"

Typ. At EachEnd


5" x 8" x 1/4" PLATE WITH(2) - 1/2" DIAM. HEADEDSTUDS WITH 4" EMBED.SPACE AT A JOIST ORBEAM NOT TO EXCEED12'-0" MAX.

8",10", OR 12" CMU.


CEILING SEEARCH. DWGS.

60°

MA

X.

30°

MIN

.

NOTE "A"

3/16"

Typ. At EachEnd


5" x 8" x 1/4" PLATE WITH(2) - 1/2" DIAM. HEADEDSTUDS WITH 4" EMBED.SPACE AT A JOIST ORBEAM NOT TO EXCEED12'-0" MAX.

8",10", OR 12" CMU.


CEILING SEEARCH. DWGS.

8",10", OR 12" PARTITION PARALLEL TO FRAMING ABOVE

8",10", OR 12" PARTITION PERPENDICULAR TO FRAMING ABOVE

MAXIMUM UNBRACED LENGTHOF INTERIOR PARTITION

UNBRACED HORIZ.SPAN OF PARTITION

NOMINALSIZE

4" 13'-0"

GENERAL NOTES:

IF THE UNBRACED LENGTH OF A PARTITION IS GREATER THAN SPECIFIEDON THE ADJACENT TABLE OR INTERRUPTED BY AN OPENING, THEN IT ISCONSIDERED DISCONTINUOUS AND CANNOT SPAN BEYOND THAT POINT.PROVIDE BRACING AS OUTLINED IN DETAILS BELOW.

NOTE "A": INDICATES TO USE A 2-1/2"x2-1/2"x5/16" ANGLE WHEN LENGTH OFANGLE IS 6'-6" OR LESS. WHEN ANGLE IS GREATER THAN 6'-6" AND LESSTHAN 9'-0", PROVIDE A 3"x3"x1/4" ANGLE. FOR LENGTHS GREATER THAN9'-0" CONSULT THE STRUCTURAL ENGINEER.

DO NOT WELD ANGLE UNTIL ALL ROOF OR FLOOR DEAD LOAD IS IN PLACE.

6" 19'-6"

8" 26'-0"

10" 32'-6"

12" 39'-0"

15" x 6-5/8" x 5/8" BEAM BEARING PLATEWHERE BEAM IS 12" IN DEPTH ORSHALLOWER. WHERE BEAM IS GREATERTHAN 12" IN DEPTH , PROVIDE A 15" x 6-5/8" x3/4" BEARING PLATE. IN BOTH CONDITIONS,PROVIDE (4) - 3/4" DIAM. ANCHOR BOLTS x1'-2" LONG.

VERTICAL WALL REINFORCEMENT CENTEREDIN MASONRY WALL. FILL ALL CELLS WITHGROUT WHERE REINFORCING OCCURS. SEEWALL ELEVATIONS, TYPICAL DETAILS ANDWALL SCHEDULE FOR SIZE AND LOCATION OFREINFORCING. MINIMUM OF (2) REINFORCEDCELLS AT BEAM BEARING.

TYPICAL AT EACHBEAM BEARINGAND PLATE3/16

BUILD MASONRY AROUND EACH BEAMPOCKET AND GROUT FULLY UPON INSPECTIONOF BEAM BEARING PLATE AND WELD

3/16" STIFFENER PLATE ON EACHSIDE OF BEAM

WIDE FLANGE BEAM

PROVIDE HOOK BARS AT EACHVERTICALLY REINFORCED CELL OFMASONRY. SEE TYPICAL DETAIL.

1' - 3 3/8"

1/2"

1/2"

FOR BEARING PLATE SIZE ANDHEADED STUDS, SEE BEARINGPLATE SCHEDULE.

8" CONT. BOND BEAM REINFORCEDWITH (2) #5 CONT. BOTTOM.

VERTICAL WALL REINFORCEMENTCENTERED IN MASONRY WALL. FILLALL CELLS WITH GROUT WHEREREINFORCING OCCURS. SEE WALLELEVATIONS, TYPICAL DETAILS ANDWALL SCHEDULE FOR SIZE ANDLOCATION OF REINFORCING.

TYPICAL AT EACHBEAM BEARING ANDPLATE3/16

5 1/2"

BUILD MASONRY AROUND EACHBEAM POCKET AND GROUT FULLYUPON INSPECTION OF BEAMBEARING PLATE AND WELD

3/16" STIFFENER PLATE ON EACHSIDE OF FLOOR BEAM

WIDE FLANGE FLOORBEAM

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1/4" = 1'-0"S6.3

Typical Masonry Wall Elevation1

3/4" = 1'-0"S6.3

Typical Detail of Masonry Wall Reinforcement2

3/4" = 1'-0"S6.3

Typical Detail of Masonry Wall Reinforcement4

1" = 1'-0"S6.3

Typical Masonry Walls that Extend up to Undersideof Structure

3

1/2" = 1'-0"S6.3

Typical Bracing of Full-Height/Non-Load-Bearing Masonry Partitions6

1/2" = 1'-0"S6.3

Typical Bracing of Non-Full-Height or Non-Load-Bearing Masonry Partitions7

1 1/2" = 1'-0"S6.3

Typical Detail at Beam Bearing at end of 8" CMU5

1 1/2" = 1'-0"S6.3

Typical Wide Flange Beam Bearing on 8" CMU8

Date

No

.D

escri

pti

on

04

/25

/17

RE

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AS

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05

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HVAC LEGEND & ABBREVIATIONSSYMBOL DESCRIPTION

RECTANGULAR AIR DUCT - FIRST DIMENSION IS SIDE SHOWN00x00

DUCT TRANSITION, RECTANGULAR TO ROUND OR OVAL

ROUND DUCT (A"ø) OR FLAT OVAL (AxB)

FIRE DAMPERFD

AIR DUCT FLEXIBLE CONNECTOR

SUPPLY OR OUTSIDE AIR RECTANGULAR DUCT RISE OR DROP

RETURN AIR RECTANGULAR DUCT RISE OR DROPOR

OR

45° BRANCH TAKE-OFF WITH SPLITTER DAMPER AND CONTROL ROD

SINGLE BLADE DAMPERM.D.

SMOKE DAMPERSDM

COMBINATION FIRE/SMOKE DAMPERF/SDM

SQUARE ELBOW WITH TURNING VANES

DUCT TRANSITION, RECTANGULAR TO RECTANGULAR

MANUAL VOLUME DAMPERMD

CONCENTRIC REDUCER

PIPE UNION

PIPE RISE

PIPE DROP

CAP ON END OF LINE

BALL VALVE

LINED DUCTWORK, DIMENSIONS ARE OUTER METAL TO OUTER METAL

SMOKE DETECTORSDT

STRAINER

SIGHT GLASS

PIPE FLOW ARROW

CHILLED WATER RETURNCHWR

GRADE ARROW-INDICATES RISE OR DROP IN DUCT OR PIPEUP DNOR

CHILLED WATER SUPPLYCHWS

BACKDRAFT DAMPER

OR EXHAUST AIR RECTANGULAR DUCT RISE OR DROP

FLEX DUCT AT DIFFUSER

CONDENSATE DRAINC

HUMIDITY SENSOR

TEMPERATURE SENSOR

H

T

ABOVE FINISHED FLOORAFF

BOTTOM OF STRUCTUREBOS

CARBON DIOXIDE SENSOR

THERMOSTATT

C

CARBON MONOXIDE SENSORCO

1. PROVIDE SEISMIC RESTRAINTS ON ALL FLEXIBLE AND FLEXIBLY MOUNTED DUCTWORK, CONDENSATE PIPING, ANDEQUIPMENT EXCEPT THAT SEISMIC RESTRAINTS SHALL NOT BE REQUIRED PER THE EXCEPTIONS GIVENIN SECTION 230548 OF THE SPECIFICATIONS.

2. SEISMIC RESTRAINTS ARE SIZED IN ACCORDANCE WITH THE GEORGIA STATE MINIMUM STANDARD NUILDING CODE2012. FOR SEISMIC RESTRAINT MANUAL. 1ST EDITION FOR A SEISMIC HAZARD LEVEL "D". OTHER METHODS OFRESTRAINT IN ACCORDANCE WITH THE SMAC NA SEISMIC RESTRAINT MANUAL ARE ACCEPTABLE.

3. SEISMIC RESTRAINTS FOR FLEXIBLY MOUNTED PIPING AND DUCTWORK SHALL BE PROVIDED AS SHOWN IN "SEISMICPIPE RESTRAINT DETAIL".

3/8" BOLT & NUT TO STEEL STRUCTURE OR 1/2"CONCRETE ANCHOR WITH MINIMUMTENSION CAPACITYOF 1040 LBS. AND SHEAR CAPACITY OF 1130 LBS.STRUCTURE

BRACKET

HANGER

PIPING ORDUCTWORK

HANGER ROD

1/4" Ø STEEL CABLE WITHBREAKING STRENGTH OF4940 LBS.

(2) U-BOLT CLIPS PERCONNECTION.

EXTRA LENGTH CLEVISBOLT.

SECTION VIEWNOT TO SCALE

PIPING ORDUCTWORK

CABLE

HANGER

PLAN VIEWNOT TO SCALE

LONGITUDINAL ANDTRANSVERSE BRACING

TRANSVERSE BRACING

PROVIDE TRANSVERSE AND LONGITUDINAL BRACING AT THE ENDS OF PIPES AND AT 80 FEET ONCENTER. PROVIDE TRANSVERSE BRACING AT 40 FEET ON CENTER.

45° 45°

90° 90°

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1. DRAWINGS ARE DIAGRAMMATIC ONLY.A. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS AND ELEVATIONS.B. SEE STANDARD DETAILS AND MANUFACTURER'S RECOMMENDATIONS FOR FITTING REQUIRED AT EQUIPMENT LOCATIONS AND CLEARANCES REQUIRED FOR PROPER

INSTALLATION, OPERATION AND RECOMMENDED ACCESS.

2. COORDINATE HVAC EQUIPMENT (INCLUDING DUCTWORK AND PIPING) WITH PLUMBING AND FIRE PROTECTION PIPING, LIGHTING FIXTURES, STRUCTURE AND ARCHITECTURAL CEILINGHEIGHTS.

3. EQUIPMENT LAYOUT AND ACCESS IS BASED ON DESIGN BASIS EQUIPMENT, AS LISTED ON THE SCHEDULES AND SPECIFICATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO SHOWLAYOUT INCLUDING MANUFACTURER REQUIRED ACCESS.

4. WHERE EQUIPMENT, FINISHES AND/OR STRUCTURE IS DAMAGED DURING CONSTRUCTION OR INSTALLATION OF EQUIPMENT, DUCTWORK OR PIPING, THE CONTRACTOR SHALLREPAIR THE DAMAGED AREA TO MATCH THE PREVALENT CONDITIONS.

5. PROTECT ALL MATERIALS, EQUIPMENT, BUILDING, BUILDING FINISHES AND CONTENTS FROM WEATHER, DAMAGE AND DEBRIS ACCULUMATION.

6. CAP ALL DUCTWORK AND PIPING ENDS AND OPENINGS DURING CONSTRUCTION TO PREVENT ENTRY OF DEBRIS.

7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING THE RECOMMENDED CLEARANCE AND SERVICE ACCESS. EQUIPMENTREQUIRING REGULAR SERVICE LOCATED ABOVE ACCESSIBLE CEILING OR ACCESS PANEL SHALL BE WITH BOTTOM OF UNIT ACCESSIBLE FROM CEILING/PANEL; NOT TO EXCEED24" ABOVE CEILING.

8. ALL EQUIPMENT LOCATED ON ROOFTOPS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM THE ROOF EDGE, EXCEPT WHERE SPECIFICALLY DIMENSIONED OTHERWISE.

9. MAKE FINAL CONNECTIONS TO ALL EQUIPMENT, INCLUDING EQUIPMENT PROVIDED UNDER OTHER DIVISIONS.

10. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE-STOPPED PER SPECIFICATIONS.

11. THIS BUILDING HAS CONCEALED AIR PLENUMS ABOVE CEILINGS. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE, PLENUM RATED, OR HAVE A MAXIMUMFLAME SPREAD INDEX OF 25 AND A MAXIMUM SMOKE DEVELOPED INDEX OF 50 IN ACCORDANCE WITH ASTM E84.

12. BALANCE AIR DISTRIBUTION SYSTEMS AS NOTED.

13. COORDINATE ALL LAY-IN CEILING DIFFUSERS/GRILLES WITH ARCHITECTURAL CEILING PLANS.

14. ROUTE DUCTWORK AS TIGHT TO STRUCTURE AS POSSIBLE, UNLESS OTHERWISE NOTED.

15. ALL DUCT AND PIPING DROPS IN WALLS AND CHASES SHALL BE SECURED TO THE WALL.

16. FLEXIBLE DUCTWORK SHALL NOT BE PERMITTED ABOVE INACCESSIBLE CEILINGS OR IN EXHAUST SYSTEMS AT ALL.

17. SINGLE BLADE DAMPER SHALL BE PROVIDED FOR IN THE FOLLOWING LOCATIONS:A. IN THE RUNOUT FOR S-1 TYPE DIFFUSERS.B. IN THE EXHAUST RUN-OUT FROM EACH E-1 TYPE GRILLE.

18. DIFFUSER AND GRILLE RUNOUTS (TO ALL DIFFUSERS AND GRILLES) SHALL BE SAME SIZE AS DIFFUSER/GRILLE NECK UNLESS NOTED OTHERWISE.

19. LAY-IN CEILING DIFFUSERS:A. PROVIDE INSULATED FLEXIBLE DUCT WITH SPIN-IN AND SINGLE BLADE DAMPER AT DIFFUSER TAKE-OFF.B. MAXIMUM FLEXIBLE DUCT RUN TO DIFFUSERS SHALL NOT EXCEED 7 FEET. WHEN LENGHT EXCEEDS 7 FEET, PROVIDE INSULATED GALVANIZED STEEL RUNOUT.C. FLEXIBLE DUCT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS BEST PRACTICES/RECOMMENDATIONS. CENTERLINE RADIUS FOR BENDS SHALL NOT BE LESSTHAN ONE DUCT DIAMETER.

20. ALL SUPPLY DIFFUSERS SHALL BE TYPE S-1 AND ALL RETURN GRILLES SHALL BE TYPE R-1 UNLESS OTHERWISE

21. WALL-MOUNTED THERMOSTATS AND SENSORS SHALL BE MOUNTED AT 4'-0" UNLESS NOTED OTHERWISE.

22. EXPOSED DUCT IN OCCUPIED AREAS SHALL BE PROVIDED WITH PAINT-GRIP FINISH. EXPOSED DUCT LOCATED WITHIN 25' OF EXTERIOR DOOR SHALL BE INSULATED AS LISTED INSPECIFICATIONS.

23. EXPOSED PIPING SHALL BE PAINTED OR PROVIDED WITH INSULATION FINISH NOTED IN SPECIFICATIONS.

24. CONTRACTOR SHALL PAINT ALL DUCTWORK VISIBLE THROUGH CEILING OPENINGS AND/OR SUPPLY AND RETURN AIR OPENINGS AND GRILLES FLAT BLACK.

25. TEMPERATURE, HUMIDITY AND CO2 SENSORS SHALL BE LOCATED IN THE ROOM SERVED/SHOWN IN. LOCATION SHALL BE ADJACENT TO ROOM MAIN ENTRANCE LIGHT SWITCHES.

26. PROVIDE NEW DDC PANELS AS NEEDED; NEW DDC PANELS SHALL BE COORDINATED WITH ELECTRICAL. NEW DDC PANELS ARE SHOWN ON THE PLANS, EXACT LOCATION TO BECOORDINATED WITH ELECTRICAL. IF ADDITIONAL POWER IS REQUIRED, THE SHALL BE COORDINATED WITH ELECTRICAL AS WELL.

27. THE BUILDINGS HVAC SYSTEMS ARE MONITORED BY AND CONTROLLED BY BUILDING AUTOMATION SYSTEM. SEE BUILDING AUTOMATION SYSTEM DETAILS ON SHEET M4.1.

28. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED AS NOTED. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. WHERE INSTALLED INHVAC PLENUMS, COPPER SHALL BE USED IN LIEU OF PVC.

GENERAL NOTES

NOTE: THIS BUILDING HAS BEEN CLASSIFIED AS BUILDING OCCUPANCY MIXED USE (R-2, S-2, B) ANDSESIMIC DESIGN CATEGORY D. PROVIDE SESIMIC RESTRAINTS FOR MECHANICAL SYSTEMS SIZED INACCORDANCE WITH GEORGIA STATE MINIMUM BUILDING CODE 2012 PER SPECIFICATION SECTION 23 0548.

SCALE: NO SCALEM0.12 HVAC SEISMIC RESTRAINT DETAIL AND NOTES

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ROOFTOP UNIT SCHEDULEMARK SERVES TYPE DUCT

CONNECTIONSNOMINAL

TONS IEER/SEER FANCFM

FANESP FAN HP MIN OSA

CFM MAX OSA CFMCOOLING

COILCAPACITY

COOLINGCOIL

SENSIBLECAPCITY

COOLING COILEAT DB/WB

COOLINGCOIL LAT

DB/WB(LEAVING

UNIT)

HEATINGCAPACITY

INPUT/OUTPUTHEATING

EATHEATING LAT

DBFILTERS

TYPERTU

VOLTAGE DESIGN BASIS REMARKS

RTU-1 BUNKS GAS HEAT/ELEC COOLING VERTICAL 4 TON 14.0 1490 0.7" 0.55 0 0 47.3 MBH 33.8 MBH 80°Fdb/67°Fwb 57.5°Fdb/56.3°Fwb 60/49.2 MBH 70°Fwb 103°Fwb 2" MERV 13 208V/3PH TRANE YSC048 (1)(2)(4)(5)

RTU-2 TURNOUT GEAR, MUDROOM,RESTROOMS GAS HEAT/ELEC COOLING VERTICAL 3 TON 14.0 960 0.8" 0.43 0 0 35.6 MBH 25.0 MBH 80°Fdb/67°Fwb 57.3°Fdb/55.9

°Fwb 60/49.2 MBH 70°Fwb 117°Fwb 2" MERV 13 208V/3PH TRANE YSC036 (1)(2)(4)(5)

RTU-3 DAYROOM, FITNESS, OFFICES GAS HEAT/ELEC COOLING VERTICAL 7.5 TON 11.2 2600 1.0" 0.95 0 0 91.3 MBH 65.3 MBH 80°Fdb/67°Fwb 57.2°Fdb/56.0°Fwb 120/97.2 MBH 70°Fwb 104°Fwb 2" MERV 13 208V/3PH TRANE YSC092 (1)(2)(3)(4)(5)

ENERGY RECOVERY VENTILATOR SCHEDULEMARK SERVES LOCATION

ENTHALPY WHEEL SECTIONVOLTAGE DESIGN BASIS REMARKSOSA SUPPY FAN EXHAUST FAN MIN. SUMMER

EFFICIENCYCFM ESP TYPE HP EAT DB/WB LAT DB/WB CFM ESP TYPE HP ERV UNIT LAT DB/WB

TERV-1 BUILDINGOUTSIDE AIR ROOF 2,275 1.5" BACKWARDS

CURVED PLENUM 2.6 (SUMMER) 95°F / 78°F(WINTER) 17°F / 15°F

(SUMMER) 85.9°F / 72.2°F(WINTER) 42.7°F / 37.7°F 1,125 0.8" BACKWARD CURVED

PLENUM FAN 0.36 (SUMMER) 59.5°F / 59.4°F(WINTER) 91.2°F / 70°F 89% 208v/3ø TRANE HORIZON (1) THRU (10)

DUCTLESS SPLIT SYSTEM SCHEDULEMARK SERVES TYPE CFM OUTSIDE AIR FAN

HORSPOWERTOTAL COOLING

CAPACITY VOLTAGE REMARKS

DSSA-1 ELEC 138 HIGH WALLHEAT PUMP 380 0 1/16 12.0 MBH 208v/1ø (1) THRU (5)

DSSA-2 COMM 115 HIGH WALLHEAT PUMP 380 0 1/16 12.0 MBH 208v/1ø (1) THRU (5)

KITCHEN HOOD SCHEDULEMARK TYPE HOOD

CONFIGURATION LENGTH WIDTH DEPTHEXHAUST AIR REQUIREMENTS SUPPLY AIR PLENUM REQUIREMENTS

FILTER TYPELIGHT REQUIREMENTS LEFT SIDE

UTILITYCABINET

RIGHT SIDEUTILITY

CABINETDESIGN BASIS REMARKS

CFM T.S.P @COLLAR COLLAR SIZE CFM T.S.P @

COLLAR COLLAR SIZE TYPE QUANTITY

H-1 BAFFLE FILTER SINGLEWALL WALL CANOPY 72" 48" 24" 1,350 0.462" 1 @ 13"x9" 1080 0.15" 1 @ 14"x10" STAINLESS

STEEL CFL 3 - - ACCUREX XBEW (1)(2)(3)

FAN SCHEDULEMARK SERVES TYPE CFM ESP HP FAN RPM INLET dBA (dB) VOLTAGE DESIGN BASIS REMARKS

EF-1 APARATUS BAYEXHAUST

INLINE - BELT DRIVE 6,000 0.35" 1.5 1725 66 208v/3Ø GREENHECKBSQ-240-15 (2)(3)

EF-2 APARATUS BAYEXHAUST

INLINE - BELT DRIVE 6,000 0.35" 1.5 1725 66 208v/3Ø GREENHECKBSQ-240-15 (2)(3)

EF-3 TURNOUT GEAR ANDMUD ROOMS

ROOF MOUNTEDCENTRIFUGAL 465 0.4" FRAC 1725 52 115v/1Ø GREENHECK

G-090-VG (1)(3)

SF-1 APARATUS BAYSUPPLY

INLINE - DIRECT DRIVE 6,000 0.35" 1.5 1725 66 208v/3Ø GREENHECKBSQ-240-15 (1)(3)

SF-2 APARATUS BAYSUPPLY

INLINE - DIRECT DRIVE 6,000 0.35" 1.5 1725 66 208v/3Ø GREENHECKBSQ-240-15 (1)(3)

KSF-1 KITCHEN HOODSUPPLY

INLINE - DIRECT DRIVE 1,080 0.5" 1/3 1725 53 115v/1Ø ACCUREX XID-100-A (1)(3)(5)

KEF-1 KITCHEN HOODEXHAUST

ROOF MOUNTED UPBLASTRANGE HOOD - BELT

DRIVE1,350 1.0" 1/2 1725 66 115v/1Ø ACCUREX

XRUD-121-A (1)(3)(5)

IH-1 KITCHEN HOODINTAKE

ROOF MOUNTED INTAKEHOOD 1,080 - - - - - GREENHECK FGI -

GAS HEATER SCHEDULEMARK LOCATION TYPE FUEL TYPE

CAPACITYINPUT(MBH)

MOUNTINGANGLE DIMENSIONS MOUNTING

HEIGHTDESIGNBASIS REMARKS

GIH-1 APARATUSBAY

GAS-FIRED INFAREDTUBE HEATER NATURAL GAS 60.0 45° 20'-0" 17'-0" AFF SCHWANK

STS-JZ 45-20 (1) THRU (5)

GIH-2 APARATUSBAY


STS-JZ 45-20 (1) THRU (5)

GIH-3 APARATUSBAY


STS-JZ 45-20 (1) THRU (5)

GIH-4 APARATUSBAY


STS-JZ 45-20 (1) THRU (5)

LOUVER SCHEDULEMARK TYPE CFM LOUVER

SHAPE HEIGHT WIDTH DEPTH FREE AREASQ. FT. DESIGN BASIS REMARKS

L-1EXTRUDEDALUMINUM,

DRAINABLE BLADE6,000 RECTANGUAR 72" 36" 6" 18 GREENHECK (1)(2)(3)







GRILLE, REGISTER & DIFFUSER SCHEDULEMARK DESCRIPTION FINISH

S-1 24x24 STEEL SQUARE PLAQUE CEILING DIFFUSER, LAY-IN FRAME (BORDER TYPE 3), 4 WAY THROW, FULL FACE, WITH ROUND NECK, FACE PANEL, BACK CONE,NECK SIZE AS SHOWN. TITUS OMNI. #26 WHITE ENAMEL

S-2 STEEL SIDE WALL SUPPLY GRILLE, DOUBLE DEFLECTION, FLANGE FRAME, 35° OFFSET BLADES, BLADES PARALLEL TO SHORT DIMENSION, O.B. DAMPER. TITUS300RS. #26 WHITE ENAMEL

R-1 24x24 OR 24x12 AS SHOWN, PERFORATED RETURN GRILLE, FRAMELESS LAY-IN. TITUS PXP. #26 WHITE ENAMELR-2 STEEL SIDE WALL RETURN GRILLE, 3/4" BLADE SPACING, FLANGE FRAME, 35° OFFSET BLADES, BLADES PARALLEL TO LONG DIMENSION. TITUS 350RL. #26 WHITE ENAMEL

E-1 24x24 OR 24x12 AS SHOWN, 1/2"x1/2"x1/2" ALUMINUM EGG CRATE GRILLE, LAY-IN FRAME (BORDER TYPE 3) . PROVIDE EXHAUST AIR PLENUM BOX. DUCTCONNECTION SIZE AS NOTED. TITUS 50F. #26 WHITE ENAMEL

1. PROVIDE INSULATED FACTORY CURB, THRU-BASE SINGLE POINT POWER CONNECTION WITH FACTORY BREAKER/DISCONNECT, SPACE THERMOSTAT WITH HUMIDITY SENSOR AND CLEAR LOCKABLE COVER, OPEN PROTOCOL CONTROLLER AND POWERED CONVENIENCE OUTLET.CONTROLLER SHALL ACCEPT OCCUPIED/UNOCCUPIED INPUT FROM TIME-CLOCK.

2. INSTALL UNITS WITH REQUIRED CLEARANCES FOR SERVICE AND MAINTENANCE.3. UNIT SHALL BE PROVIDED WITH FACTORY MOUNTED SUPPLY AND RETURN SMOKE DETECTORS.4. OUTSIDE AIR SHALL BE PROVIDED TO THE BUILDING BY THE TERV-1 AND DUCTED DIRECTLY TO SPACES.5. COOLING CAPACITIES BASED ON 95°F OUTDOOR AMBIENT TEMPERATURE.

1. PROVIDE MERV-13 FILTERS FOR BOTH SUPPLY AND EXHAUST AIRSTREAMS TO PROTECT ENERGY RECOVERY WHEEL.2. BASED ON SUMMER CONDITIONS: 95°F DB/78°F WB ENTERING OSA AND 78°F DB/66°F WB ENTERING EXHAUST AIR.3. BASED ON WINTER CONDITIONS: 17°F DB ENTERING OSA AND 68°F/55°F WB ENTERING EXHAUST AIR.4. PROVIDE STAINLESS STEEL NATURAL GAS FURNACE WITH 5:1 TURNDOWN CAPABLE OF 100 MBH INPUT/ 80 MBH OUTPUT.5. PROVIDE HOT GAS REHEAT COIL WITH MODULATING GAS VALVE.6. PROVIDE 6 ROW EVAPORATOR COIL CAPABLE OF 100.5 MBH GROSS TOTAL COOLING CAPACITY/66.6 GROSS SENSIBLE COOLING CAPACITY.7. PROVIDE WITH VERTICAL INLET/OUTLET DUCT CONNECTIONS AS SHOWN.8. PROVIDE ECM MOTORS FOR THE SUPPLY AND EXHAUST FAN.9. UNIT SHALL BE PROVIDED WITH FACTORY MOUNTED SUPPLY AND EXHAUST SMOKE DETECTORS.10. PROVIDE BACNETIP CARD FOR DDC INTERFACING AND FACTORY MOUNTED SENSORS. PROVIDE FIELD MOUNTED HUMIDITY SENSOR.

1. PROVIDE ELECTRICAL AND FIRE ALARM CONNECTIONS FOR KITCHEN HOOD AND ASSOCIATED FANS. SEE CONTROLS DRAWINGS FOR DETAILS.2. PROVIDE ANSUL R102 WET CHEMICAL FIRE SUPRESSION SYSTEM WITH INTEGRATED SOLENOID GAS SHUTOFF VALVE. COORDINATE ELECTRICAL AND FIRE ALARM CONNECTIONS FOR FIRE SUPPRESSION SYSTEM.2. STATIC PRESSURES LISTED ARE RATINGS AT THE COLLAR.3. MANUFACTURER SHALL BE ACCUREX OR APPROVED EQUAL.

1. DIRECT DRIVE.2. BELT DRIVE.3. FACTORY PROVIDED DISCONNECT SWITCH.4. FAN SPEED CONTROLLER (MOUNTED ON FAN).5. SWITCH MOUNTED ON FACE OF KITCHEN HOOD.

1. MOUNTING ANGLE SHALL BE TOWARDS CENTER OF APPARTUS BAY.2. HANG UNIT WITH NON-COMBUSTIBLE CHAINS PER MANUFACTURER'S RECOMMENDATIONS.3. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES FROM ALL OBJECTS.4. PROVIDE JS-0568-KT TRANSFORMER RELAY KIT WITH JS-0569-WR VOLT THERMOSTAT.5. 4" ROUND VENT TERMINAL THROUGH ROOF. SEE DETAIL ON SHEET M1.2.

1. COOLING CAPACITIES AT 75°F DB/67°F WB ENTERING AIR TEMPERATURE, 96°F AMBIENT.2. PROVIDE MATCHING OUTDOOR CONDENSING UNIT TO PROVIDE CAPACITIES AS SCHEDULED; VOLTAGE OF OUTDOOR UNITS TO BE

208 V , SINGLE PHASE.3. MAINTAIN MANUFACTURER'S MINIMUM CLEARANCES FROM ALL EQUIPMENT.4. PROVIDE LOW AMBIENT WIND BAFFLE FOR OPERATION TO 0°F.5. PROVIDE IN PAN TYPE ACCESSORY CONDENSATE PUMP (LITTLE GIANT EC SERIES OF EQUAL) WITH INDOOR UNIT.

1. PROVIDE BIRDSCREEN.2. BAKED ENAMEL FINSH, FINAL COLOR SELECTION SHALL BE BY THE ARCHITECT.3. SIZE SHOWN IS FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DOCUMENTS FOR FINAL DIMENSIONS.

ELECTRIC DUCT HEATER SCHEDULEMARK SERVES DESCRIPTION CFM KW MOUNTING BASIS OF DESIGN ELECTRICAL REMARKS

EDH-1 KITCHEN HOODMAKE-UP AIR

ELECTRIC DUCTHEATER 900 10 IN MAKE-UP AIR

DUCT MARKEL 208V/3ø (1)(2)

1. MAKE TRANSITIONS NECESSARY TO INSTALL 18X10 DUCT HEATER IN KITCHEN MAKE-UP AIR DUCT.2. SEE DETAIL SHEET FOR MOUNTING DIRECTIONS.

OUTSIDE AIR CALCULATIONBASED ON 2012 INTERNATIONAL MECHANICAL CODE (WITH AMENDMENTS), SECTION 403, TABLE 403.3

OCCUPANCY : RESIDENTIAL

AREA SQ FT OAREQUIREMENTS # OF OCCUPANTS OA CFM REQUIRED OA CFM PROVIDED EQUIPMENT PROVIDING

OATOILETS 866 N/A 14 900 170 TERV-1LIVING 988 15 CFM/PERSON 20 300 100 TERV-1

KITCHEN 202 20 CFM/PERSON 3 60 300 TERV-1FITNESS 205 20 CFM/PERSON 5 100 100 TERV-1BUNKS 1723 5 CFM/PERSON 13 65 900 TERV-1

TOTAL OAREQUIRED 1425 1570 (+705)=2275 TOTAL OA PROVIDED

BY TERV-1

1. ALL OUTSIDE AIR PROVIDED BY TERV-1. OUTSIDE AIR IS TEMPERED USING HEAT RECOVERY WHEEL, DXCOOLING COIL, HOT GAS REHEAT COIL, AND NATURAL GAS HEAT.

2. OUTSIDE AIR SHOWN FOR TOILETS IS REQUIRED FOR TOILET EXHAUST.3. KITCHEN AND LIVING AREAS ARE INTERCONNECTED WITH NO DOOR SEPARATION. SEE FLOORPLANS

FOR DETAILS.4. TOTAL AMOUNT OF OUTSIDE AIR PROVIDED IS TO KEEP BUILDING UNDER POSITIVE PRESSURE OF 705 CFM.

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PLUMBING SYMBOLSSOIL OR WASTE PIPING ABOVE FLOOR SLAB

VENT PIPING

COLD WATER

HOT WATER

HOT WATER CIRCULATING

GATE VALVE

CHECK VALVE

UNION

BALL VALVE

GLOBE VALVE

WATER HAMMER ARRESTOR (WHA)

WALL HYDRANT (WH) OR HOSE BIBB (HB)

WALL CLEANOUT (WCO)

CONNECT TO EXISTING

WHA

WH

WCO

FIXTURE SCHEDULEMARK

WC

WCH

WCH1

UR

URH

L1

L2

SHR

SHRH

S1

S2

LS

SS

EDFD

DESCRIPTION PIPE SIZE

15"

17"

17"

24"

17"

-

-

-

-

-

-

-

-

34"

1" -

1" -

1" -

3/4" -

3/4" -

1/2" 1/2"

1/2" 1/2"

1/2" 1/2"

1/2" 1/2"

1/2" 1/2"

1/2" 1/2"

1/2" 1/2"

1/2" 1/2"

1/2" -

WATER CLOSET

ADA WATER CLOSET

ADA WATER CLOSET

URINAL

ADA URINAL

COUNTER LAVATORY (ADA)

COUNTER LAVATORY (ADA)

SHOWER

ADA SHOWER

COUNTER SINK

TWO COMPARTMENT SINK

LAUNDRY SINK

SERVICE SINK

DUAL DRINKING FOUNTAIN

MOUNTINGHEIGHTCW HW

-

-

-

-

-

(2)

(2)

-

-

-

-

-

-

(1)

REMARKS

1"

CEILING

SPRINKLER

BRANCH LINE

ESCUTCHEON

FLOW SWITCH

ALARM VALVE

SYSTEM DRAIN PIPETO NEAREST FLOORDRAIN (TYP.)

TO SPRINKLER ZONE

PRESSURE GAUGE

MONITORED ISOLATION VALVE (TYP.)

FLOOR

THREADED TIE-ROD6" FROM BACKFLOWPREVENTER VAULT,SEE CIVIL DRAWINGSFOR CONTINUATION

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ABBREVIATIONSCW COLD WATERHW HOT WATER

HWC HOT WATER CIRCULATINGS SANITARYV VENTW WASTE

RW RAINWATER (PRIMARY)ERW EMERGENCY RAINWATER (SECONDARY)CO CLEANOUT

WCO WALL CLEANOUTFD FLOOR DRAINFS FLOOR SINKHD HUB DRAINWH WALL HYDRANT

ABV. ABOVECLG. CEILINGBEL. BELOWHB HOSE BIBBI.E. INVERT ELEVATION

WHA WATER HAMMER ARRESTORBFP BACKFLOW PREVENTERTYP. TYPICALWHG WATER HEATER - GASVA. VALVEO.C. ON CENTERMAX. MAXIMUMMIN. MINIMUMPRV PRESSURE REDUCING VALVEGW GREASE WASTE

GENERAL NOTES - PLUMBING1. COORDINATE PIPING WITH DUCTWORK, LIGHTING FIXTURES, STRUCTURE,

AND ARCHITECTURAL CEILING HEIGHTS.

2. MAKE FINAL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, INCLUDINGEQUIPMENT PROVIDED UNDER OTHER DIVISIONS.

3. ALL PIPING DROPS IN WALLS AND CHASES SHALL BE SECURED TO THEWALLS.

4. CAP ALL PIPING ENDS DURING CONSTRUCTION TO PREVENT ENTRY OFDEBRIS.

5. MOUNT WALL HYDRANTS OUTSIDE 18" ABOVE FINISHED GRADE.

6. ALL FIXTURES WITH A HOSE CONNECTION OUTLET SHALL BE PROVIDEDWITH AN INTEGRAL VACUUM BREAKER.

7. PAINT ALL EXTERIOR NATURAL GAS PIPING TO MATCH BUILDING COLOR.

8. VERIFY EXACT LOCATIONS AND REQUIREMENTS OF FIXTURES ANDEQUIPMENT PRIOR TO PROCEEDING WITH THE WORK.

9. COORDINATE EXACT LOCATIONS OF KITCHEN DRAINS WITHARCHITECTURAL DRAWINGS.

10. CONCEAL ALL PIPING IN FINISHED PORTIONS OF THE BUILDING UNLESSNOTED OTHERWISE.

11. DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURALDRAWINGS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS ANDELEVATIONS OF ALL FIXTURES AND EQUIPMENT.

12. CONNECTIONS BETWEEN TWO DISSIMILAR METALS SHALL BE MADE WITHDIELECTRIC UNIONS.

13. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED ASSPECIFIED.

14. WHERE STRUCTURE IS DAMAGED DURING CONSTRUCTION ANDINSTALLATION OF EQUIPMENT OR FIXTURES, THE CONTRACTOR SHALLREPAIR THE DAMAGED AREA TO MATCH THE PROPOSED CONDITION.

15. THE COMPLETE WASTE SYSTEM SHALL BE RODDED-OUT AND FLUSHEDCLEAN PRIOR TO FINAL INSPECTION OR TURNING THE BUILDING OVER TOTHE OWNER.

16. FLUSH, CLEAN, AND DISINFECT THE ENTIRE DOMESTIC WATER PIPINGSYSTEM AS SPECIFIED.

17. WHERE PIPING VISIBLY PENETRATES THE WALLS, INSTALL ESCUTCHEONSTO COVER SLEEVES AND/OR CAULKING THROUGHOUT FINISHED AREAS.

18. ALL FIXTURES AND EQUIPMENT SHALL BE KEPT CLEAN DURING ALLCONSTRUCTION AND NOT USED DURING CONSTRUCTION.

19. HOT AND COLD WATER PIPING SYSTEM SHALL BE INSULATED THROUGHOUTTHE PROJECT.

20. GAS CONNECTION TO EQUIPMENT SHALL BE MADE WITH DIRT LEG, GASCOCK AND UNION.

21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING GAS PIPINGHANGER WITH LATERAL BRACING DETAILS. SUBMIT SHOP DRAWINGS TOENGINEER AND COUNTY BUILDING PLAN REVIEW FOR APPROVAL.

22. ALL ABOVE CEILING AREAS ARE AIR PLENUM AREAS. ALL MATERIALSLOCATED WITHIN AIR PLENUMS SHALL BE NONCOMBUSTIBLE OR HAVEFLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPEDINDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTME84.

23. SEE CIVIL DRAWINGS FOR EXTERIOR BACKFLOW PREVENTER SERVINGDOMESTIC WATER SYSTEM AND EXTERIOR GREASE INTERCEPTOR SERVINGKITCHEN WASTE SYSTEM.

24. PIPE MATERIALS FOR EACH SYSTEM ARE LISTED IN SPECIFICATION SECTION221005 AND ARE AS FOLLOWS:

A.SOIL, WASTE, VENT AND RAINWATER PIPING ABOVE SLAB; HUBLESS CASTIRON WITH STAINLESS STEEL AND NEOPRENE COUPLINGS.

B.SOIL, WASTE, VENT AND RAINWATER PIPING BELOW SLAB; HUB ANDSPIGOT CAST IRON WITH GASKET PUSH ON JOINTS.

C.DOMESTIC WATER SYSTEM; TYPE 'L' HARD COPPER WITH SOLDER JOINTSABOVE GRADE. TYPE 'K' HARD COPPER WITH SILVER ALLOY JOINTS BELOWGRADE.

25. ALL PLUMBING FIXTURES SHALL BE HIGH EFFICIENCY TYPE MEETINGGEORGIA AMENDMENTS TO THE INTERNATIONAL PLUMBING CODE. SEESPECIFICATION SECTION 22 4000.

26. PROVIDE TYPE 'A' WATER HAMMER ARRESTOR ON CW LINE SERVINGWATER CLOSETS AND URINALS IN CHASE.

27. PROVIDE 24x24 ACCESS PANEL AT ALL VALVE LOCATIONS AT GYPSUMBOARD CEILINGS.

28. ALL UNDER SLAB PLUMBING PIPING SHALL BE BELOW GRAVEL BED. IT ISNOT ACCEPTABLE TO RUN HORIZONTAL PIPING IN GRAVEL BED.

32. VENT THRU ROOF SHALL BE MINIMUM 10FT FROM ANY AIR INTAKE OPENINGOF HVAC UNITS.

LINT INTERCEPTOR SCHEDULEMARK LOCATION

MINIMUM FLOWRATE (GPM)

INLET & OUTLETSIZE DESIGN BASIS REMARKS

LI1 JANITOR - 116 100 6" J.R. SMITH -

WATER HEATER SCHEDULE - GASMARK LOCATION SIZE GAS INPUT MIN. RECOVERY DESIGN BASIS REMARKSWHG1 ELECTRICAL 138 119 GAL. 199 MBH 230 GPH @ 100° F A.O. SMITH BTH SERIES (1)(2)WHG2 ELECTRICAL 138 119 GAL. 199 MBH 230 GPH @ 100° F A.O. SMITH BTH SERIES (1)(2)

PUMP SCHEDULEMARK TYPE LOCATION SERVES GPM DEV. HEAD HP RPM VOLTAGE DESIGN BASIS REMARKS

HWCP1 IN-LINE ELECTRICAL 138 HOT WATER CIRCULATING 5 15 FT. 1/12 2750 120v/1 PHASE GRUNDFOS UP25-64SU -HWCP2 IN-LINE ELECTRICAL 138 HOT WATER CIRCULATING 5 15 FT. 1/12 2750 120v/1 PHASE GRUNDFOS UP25-64SU -

MIXING VALVE SCHEDULEMARK LOCATION SERVES TYPE

CAPACITY(GPM)

ALLOWABLE PRESSUREDROP (PSI) DESIGN BASIS REMARKS

MV1 ELECTRICAL 138 BUILDING HI-LOW 27 10 POWERS LFSH1432 (1)TMV BELOW LAVATORY

FIXTURESLAVATORY SINGLE VALVE 0.5 5 POWERS LFe480 (1)

(1) PROVIDE WITH WALL MOUNTING BRACKET.

GENERAL NOTES - FIRE PROTECTION1. ALL WORK SHALL COMPLY WITH NFPA AND LOCAL CODES:

NFPA 13 - 2013 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMSNFPA 24 - 2013 EDITION, STANDARD FOR THE INSTALLATION OF PRIVATE SERVICE MAINS ANDTHEIR APPURTENANCESNFPA 101 - 2012 EDITION, LIFE SAFETY CODECHAPTER 120-3-3 RULES AND REGULATIONS FOR THE STATE MINIMUM FIRE SAFETYSTANDARDS

2. BUILDING TYPE:NEW FACILITY - SINGLE STORYOCCUPANCY TYPE: R-2, S-2, AND BTYPE OF CONSTRUCTION: II-B

3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

4. SLEEVE ALL PIPING THROUGH CONCRETE/BLOCK WALLS.

5. CAP ALL OPEN PIPING ENDS DURING CONSTRUCTION TO PREVENT ENTRY OF DEBRIS.

6. ALL PIPING SHALL BE PARALLEL TO WALLS AND CEILINGS.

7. SEE CIVIL DRAWINGS FOR CONNECTION BETWEEN PROJECT BUILDING AND WATER MAIN.

8. CONCEAL ALL PIPING IN FINISHED PORTIONS OF THE BUILDING UNLESS NOTED OTHERWISE.

9. VERIFY ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK.

10. ALL EXPOSED GALVANIZED THREADS SHALL BE COATED WITH GALVANIC PAINT.

11. THESE DRAWINGS HAVE BEEN PREPARED FROM THE LATEST INFORMATION AVAILABLE, BUTVARIATIONS MAY OCCUR IN THE ACTUAL CONSTRUCTION. ANY DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER PRIOR TO COMMENCING WORK EFFECTED.

12. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED AS SPECIFIED.

13. WHERE PIPING VISIBLY PENETRATES THE WALLS, INSTALL ESCUTCHEONS TO COVERSLEEVES AND/OR CAULKING, THROUGHOUT FINISHED AREAS.

14 SPRINKLERS INSTALLED IN FINISHED CEILINGS SHALL BE SYMMETRICALLY ALIGNED.

15. PROVIDE ALL NECESSARY DRAINS AND PLUGS TO COMPLETELY DRAIN SYSTEM.

16. SEAL ALL PIPING PENETRATIONS IN SMOKE PARTITIONS.

17. NO COMBUSTIBLES LOCATED ABOVE CEILINGS. STEEL CONSTRUCTION ABOVE.

(1) PROVIDE 3" SCHEDULE 40 PVC INTAKE AND EXHAUST TO OUTDOORS WITH MANUFACTURER RECOMMENDED TERMINATION KIT.(2) MOUNT WATER HEATER ON 4" CONCRETE PAD ON FLOOR.

(1) MOUNTING HEIGHT OF SPOUT OUTLET AT LOWER UNIT.(2) PROVIDE THERMOSTATIC MIXING VALVE (TMV) BELOW FIXTURE AND SET TO DELIVER 105°F HOT WATER.

Gas Pressure Regulator ScheduleMARK LOCATION

CONNECTEDLOAD

INLETPRESSURE

OUTLETPRESSURE

(INCHES W.C.) REMARKSGPR1 ELECTRICAL 138 1395 CFH 2.0 PSIG 10.0" W.C. -GPR2 MECH. YARD 137 2129 CFH 2.0 PSIG 14.0" W.C. (2)GPR3 KITCHEN RANGE 232 CFH 10"W.C. 5.0" W.C. (1)GPR4 DRYER 165 CFH 10"W.C. 6.5"W.C. -

GAS EQUIPMENT SCHEDULEMARK DESCRIPTION MBTU/H REMARKS

DRYER CLOTHES DRYER 165 (1)GENERATOR GENERATOR 2129 (1)

GIH-1 GAS HEATER 60 (1)GIH-2 GAS HEATER 60 (1)GIH-3 GAS HEATER 60 (1)GIH-4 GAS HEATER 60 (1)GRILL GRILL 20 (1)

RANGE RANGE 232 (1)RTU-1 ROOF TOP UNIT 60 (1)RTU-2 ROOF TOP UNIT 60 (1)RTU-3 ROOF TOP UNIT 120 (1)

TERV-1 ENERGY RECOVERY VENTILATOR 100 (1)WHG-1 WATER HEATER GAS 199 (1)WHG-2 WATER HEATER GAS 199 (1)

3524

(1) REGULATOR SHALL BE INDOOR RATED WITHOUT VENT CONNECTION TO OUTDOORS.(2) REGULATOR SHALL BE PROVIDED WITHIN 10 FEET OF GENERATOR GAS CONNECTION.

SCALE: NO SCALEP1.12 TYPICAL SPRINKLER DROP PIPE

SCALE: NO SCALEP1.11 SPRINKLER ZONE RISER

(1) SEE 7/P1.2 FOR GAS REGULATOR PIPING DETAIL.

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ADDENDUM NO. ONE (1) › static › upload › bid...d. Architect approved equal prior to bid. 2....

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