c:usersccooperdocumentsjjc parking lot canopy

COVERSHEET

• CONTRACTOR SHALL VISIT SITE PRIOR TO BID TOFAMILIARIZE HIMSELF WITH THE BUILDING AND IT'SCONSTRAINTS.

• INTERPRETATION OF CONFLICTS: SHOULD CONFLICTSOCCUR IN THE CONTRACT DOCUMENTS, THE CONTRACTORSHALL REQUEST INTERPRETATION BEFORE PROCEEDINGWITH THE WORK. ALL SUCH REQUESTS SHALL FIRST BEPRECEDED BY A DILIGENT INVESTIGATION INTO THECONTRACT DOCUMENTS. EVIDENCE OF SUCHINVESTIGATIONS SHALL BE CONTAINED IN ALL SUCHREQUESTS FOR FAILURE TO CARRY OUT THE WORK IN ASATISFACTORY MANNER. SHOULD CONFLICTS OCCUR INAND/OR BETWEEN DRAWINGS AND/OR SPECIFICATIONS,THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THEMORE EXPENSIVE WAY OF DOING THE WORK UNLESSHE/SHE SHALL HAVE ASKED FOR, AND OBTAINED WRITTENINTERPRETATION AND DECISION BEFORE SUBMISSION OFHIS/HER BID. AS TO WHICH MATERIAL AND METHOD WILLBE REQUESTED.

SITE LOCATION:

JUVENILE JUSTICE CENTER

4309 MEMORIAL DRIVEDECATUR, GA 30032

GENERAL NOTEPROJECT INFO:

OWNER: DEKALB COUNTY GOVERNMENT1300 COMMERCE DRIVEDECATUR GA, 30030CONTACT: DULCE GUZMAN(404) 687 - 3552

ARCHITECT: BROWN DESIGN GROUP, INC.3099 WASHINGTON ROADEAST POINT, GA 30344CONTACT: COY L. COOPER, JR. RA(404) 559 - 1805

PARKING LOT CANOPY INSTALLATIONITB No: 17-100908

PROJECT CLOSEOUT:

CLOSE OUT DOCUMENTATION:

CONTRACTOR IS REQUIRED TO SUBMIT PROJECT RECORDS,PRODUCT INFO, WARRANTIES AND OTHER DOCUMENTATIONIN HARD COPY AND ELECTRONIC FORMAT AS NEEDED FORPROJECT CLOSEOUT. SPECIFIED SERVICE TO BE UTILIZEDFOR ELECTRONIC DATA SUBMITTAL IS "FACILITY DATATECHNOLOGY" BIDDERS SHALL CONTACT FDT ATwww.FDT4Contractors.com, BY EMAIL [email protected] OR BY CALLING (404) 600-1256 ~ 1-844-FDTech1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLCOSTS ASSOCIATED WITH PREPARATION , UPLOAD & USEOF THE SYSTEM.

DRAWING LIST

A0.0 GENERAL INFORMATIONA0.1 STRUCTURAL GENERAL NOTESA0.2 STRUCTURAL FRAMING PLAN AND DETAILSA1.0 NEW WORK FLOOR PLANA1.1 ROOF AND REFLECTED CEILING PLANA2.0 CANOPY SECTIONS AND DETAILS

SITE

SCOPE OF WORK

1. INSTALL NEW CANOPY OVER EXISTING EXTERIOR (JUDGE'S)PARKING LOT TO PROTECT VEHICLES FROM VANDALISM.

2. DEMOLITION/REMOVE OF EXISTING SLIDING GATE ANDINSTALLATION OF NEW OVERHEAD COILING GATE TO INCREASESECURITY FOR THE PARKING LOT.

ABBREVIATION LEGEND

EMERGENCY ACCESS SYSTEMEAS

EQUIPMENT SUPPLIERES

FIELD VERIFYFV

BL BLOCK LINTEL

DEFINITIONABBR

MAXLONGLBLKSIJTJSTJBEISOINFOHSS

HORIZHGYPGCGA

FTGFSFFFDN

EW

EQELECELEJEIFSEDC

DIACONTCONSTCONCCOLCMUCLRCLCJ

BRG

BOSBOBLDG

BFF

AWSASTMARCHAISC

AFFACIAB

MAXIMUMLONGITUDINALPOUNDSLENGTHKIPS PER SQUARE INCHJOINTJOISTJOIST BEARING ELEVATIONISOLATIONINFORMATIONHOLLOW STRUCTURAL SECTION

HORIZONTALHEIGHTGYPSUM BOARDGENERAL CONTRACTORGAUGE

FOOTINGFAR SIDEFINISHED FLOORFOUNDATION

EACH WAY

EQUALELECTRICALELEVATIONEXPANSION JOINTEXTERIOR INSULATION AND FINISH SYSTEMELECTRICAL DISTRIBUTION CENTER

DIAMETERCONTINUOUSCONSTRUCTIONCONCRETECOLUMNCONCRETE MASONRY UNITCLEARCENTERLINECONTROL JOINT

BEARING

BOTTOM OF STEEL OR BOTTOM OF STUDBOTTOM OFBUILDING

BELOW FINISHED FLOOR

AMERICAN WELDING SOCIETYAMERICAN SOCIETY OF TESTING AND MATERIALSARCHITECTURALAMERICAN INSTITUTE OF STEEL CONSTRUCTION

ABOVE FINISHED FLOORAMERICAN CONCRETE INSTITUTEANCHOR BOLT

HSA HEADED STUD ANCHOR

AHU AIR HANDLING UNIT

DS DOWNSPOUT

BD BOARD

BTM BOTTOM

EXT EXTERIOR

BRK BRICK

POUNDS PER SQUARE FOOT

PLF

UNLESS NOTED OTHERWISEUNO

VTRVERT

TYP

TRANSTOSTOP/TPTOMTOGBTOFTOC/TCTOTHKT&BSTRUC

SPECS

SJISIMSDISCHEDRTUROREVREQDREINFREFQTY

PSIPSF

PMEJ

PLPLAMPCFOHOD

OCNTSNSNO

NICMTLMOMISCMINMFRMECH

VENT THROUGH ROOFVERTICAL

TYPICAL

TRANSVERSETOP OF STEEL OR TOP OF STUDTOP OF PAVINGTOP OF MASONRYTOP OF GRADE BEAMTOP OF FOOTINGTOP OF CONCRETETOP OFTHICKNESSTOP AND BOTTOMSTRUCTURAL

SPECIFICATIONS

STEEL JOIST INSTITUTESIMILARSTEEL DECK INSTITUTESCHEDULEROOF TOP UNITROUGH OPENINGREVERSEREQUIREDREINFORCINGREFER TOQUANTITY

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE INCH

PREMOLDED EXPANSION JOINT

PLATEPLASTIC LAMINATEPOUNDS PER CUBIC FOOTOPPOSITE HANDOUTSIDE DIAMETER

ON CENTERNOT TO SCALENEAR SIDENUMBER

NOT IN CONTRACTMETALMASONRY OPENINGMISCELLANEOUSMINIMUMMANUFACTURERMECHANICAL

MDF MEDIUM DENSITY FIBERBOARD

SS STAINLESS STEEL

NRP NON-FIBERGLASS REINFORCED PLASTIC

W WIDTH

PVC POLYVINYL CHLORIDE

OCH ON CENTER HORIZONTALLYOCV ON CENTER VERTICALLY

PT PRESSURE TREATED

WD WOOD

PS PROTECTIVE SURFACING

SP SPACES

DEFINITIONABBR

ARCHITECTS PLANNERS INTERIOR DESIGNERS

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3099 WASHINGTON ROAD, EAST POINT, GA. 30344

(O) 404-559-1805 (F) 404-761-0020 (E) THEBROWNDESIGNGROUP.COM

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NO.: DESCRIPTION: DATE:

1. LIMITS OF WORK SHALL INCLUDE ONLY THE AREAS OF THESCOPE OF WORK SHOWN INDICATED IN DRAWINGS.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGSAND SPECIFICATIONS. REFERENCE SPEC SECTION 02070 FORSELECTIVE DEMOLITION REQUIREMENTS.

3. PERFORM DEMOLITION IN CONSTRUCTION SEQUENCEPHASES ACCORDING TO APPROVED CONSTRUCTIONPHASING/SEQUENCE DRAWINGS.

4. DEMOLISH SO THAT CONSTRUCTION, NEW AND EXISTING, CANBE PERFORMED AND COMPLETED IN ACCORDANCE WITHCONSTRUCTION DOCUMENTS.

5. VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH THEEXISTING CONDITIONS AND PROJECT REQUIREMENTS.

6. RETAIN EXISTING FIRE PROTECTION SPRINKLER SYSTEM INPLACE AND ACTIVE, IF EXISTING SYSTEM.

7. REPAIR, REPLACE, OR REBUILD EXISTING CONSTRUCTION ASREQUIRED OR AS DIRECTED WHICH HAS BEEN REMOVED, ALTERED,OR DISRUPTED TO ALLOW FOR NEW CONSTRUCTION.

8. PROVIDE SUBMITTALS PER SPEC SECTION 02070 WITHIN 30DAYS OF CONTRACT AWARD. INCLUDE COORDINATION OF SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES ASREQUIRED, TOGETHER WITH DETAILS FOR DUST AND NOISECONTROL.

9. ARRANGE SELECTIVE DEMOLITION SCHEDULE SO AS NOT TOINTERFERE WITH OWNER'S ON-SITE OPERATIONS.

10. ERECT TEMPORARY PROTECTION, SUCH AS WALKS. FENCES,RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHEREREQUIRED BY AUTHORITIES HAVING JURISDICTION.

11. PROVIDE TEMPORARY WEATHER PROTECTION, DURINGINTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTINGCONSTRUCTION, ON EXTERIOR SURFACES AND NEWCONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGEOCCURS TO STRUCTURE OR INTERIOR AREA.

12. PROTECT EXISTING FINISH WORK THAT ARE TO REMAIN ANDARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS.

13. PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OFCONSTRUCTION, IN PROGRESS AND COMPLETED, FROM EXPOSURE,FOUL WEATHER, OTHER CONSTRUCTION OPERATIONS, AND SIMILARACTIVITIES.

14. PROMPTLY PATCH AND REPAIR HOLES, AND DAMAGEDSURFACES CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVEDEMOLITION OPERATIONS.

15. COORDINATE ACCESS TO WORK WITH USER'S SECURITYPERSONNEL. COMPLY WITH ALL SCREENING AND IDENTIFICATIONREQUIREMENTS.

16. CONTRACTOR SHALL PROVIDE ALL CONDUIT REQUIRED FORLOW VOLTAGE. CONFIRM AND COORDINATE ALL LOW VOLTAGEREQUIREMENTS WITH OWNERS REPRESENTATIVE.

GENERAL PROJECT NOTES:APPLICABLE CODES:2012 INTERNATIONAL BUILDING CODE WITH GA AMENDMENTS

2012 INTERNATIONAL FIRE CODE WITH GA AMENDMENTS

2014 NATIONAL ELECTRICAL CODE

CONSTRUCTION PHASING :REF SPECIFICATION SECTION 01100 SUMMARY OF WORK ANDBELOW REQUIREMENTS:

THE WORK INCLUDES:

SELECTIVE DEMOLITION OF PARKING LOT PAVING AND SLIDINGDOOR

NEW CONSTRUCTION OF METAL CANOPY AND OVERHEAD DOOR

OWNER MAY AWARD SEPARATE CONTRACTS FOR WORK AT THESITE, WHICH WILL BE EXECUTED CONCURRENT WITH WORK OFTHIS CONTRACT

WORK SHALL BE CONDUCTED IN A SINGLE PHASE, UNLESS NOTEDOTHERWISE OR REQUESTED BY OWNER PRIOR TO BID

CONTRACTOR SHALL SUBMIT PHASING PLAN FOR WORK

TEMPORARY FACILITIES:REF SPECIFICATION SECTION 01500 TEMPORARY FACILITIES ANDCONTROLS AND BELOW REQUIREMENTS:

CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARYBARRIER. EXTERIOR TEMPORARY BARRIER SHALL BE MIN 6' HIGHCHAIN LINK FENCE AND PER OSHA STANDARDS ANDREQUIREMENTS.

CONTRACTOR SHALL PROVIDE THE FOLLOWING TEMPORARYUTILITIES AS NEEDED FOR WORK, BUT NOT LIMITED TO: HEAT,WATER, ELECTRICAL, AND TELEPHONE .

CONTRACTOR SHALL PROVIDE FIELD OFFICE BUILDINGADEQUATE FOR HOLDING PROJECT MEETINGS

CONTRACTOR SHALL PROVIDE AND MAINTAIN SANITARYFACILITIES

CONTRACTOR SHALL RESTRICT ACCESS TO WORK AND IS FULLYRESPONSIBLE FOR SECURITY

GENERAL BID NOTES:1. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO FAMILIARIZEHIMSELF WITH THE BUILDING AND IT'S CONSTRAINTS.

2. INTERPRETATION OF CONFLICTS: SHOULD CONFLICTSOCCUR IN THE CONTRACT DOCUMENTS, THE CONTRACTORSHALL REQUEST INTERPRETATION BEFORE PROCEEDING WITHTHE WORK. ALL SUCH REQUESTS SHALL FIRST BE PRECEDEDBY A DILIGENT INVESTIGATION INTO THE CONTRACTDOCUMENTS. EVIDENCE OF SUCH INVESTIGATIONS SHALL BECONTAINED IN ALL SUCH REQUESTS FOR FAILURE TO CARRYOUT THE WORK IN A SATISFACTORY MANNER. SHOULDCONFLICTS OCCUR IN AND/OR BETWEEN DRAWINGS AND/ORSPECIFICATIONS, THE CONTRACTOR IS DEEMED TO HAVEESTIMATED ON THE MORE EXPENSIVE WAY OF DOING THEWORK UNLESS HE/SHE SHALL HAVE ASKED FOR, ANDOBTAINED WRITTEN INTERPRETATION AND DECISION BEFORESUBMISSION OF HIS/HER BID. AS TO WHICH MATERIAL ANDMETHOD WILL BE REQUESTED.

3. THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS PRIORTO BID. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TOPROVIDE ALL COST FOR THE WORK IN THE BID. THE WORKINCLUDES THE SYSTEMS INDICATED OR SPECIFIED IN THECONSTRUCTION DOCUMENTS. HOWEVER, SHOULD A SPECIFICPART AND/OR MATERIAL (OF THE WORK) NOT BE INDICATED,WHICH IS INTEGRAL TO THE SYSTEM OPERATING AS IT ISINTENDED, THEN THE CONTRACTOR SHALL AT MINIMUMPROVIDE IN THEIR BID, MEDIUM GRADE INDUSTRY STANDARDPARTS AND/OR MATERIALS (CONSISTENT WITH DESIGN INTENT)AND INCLUDE ALL LABOR IN ORDER TO PROVIDE A FINALCOMPLETE WORKING SYSTEM, SUCH THAT IT SHALL OPERATEAS INTENDED.

TESTING AND INSPECTIONS:REF SPECIFICATION SECTION 01400 QUALITY CONTROL ANDBELOW REQUIREMENTS:

CONTRACTOR SHALL BE RESPONSIBLE TO ENGAGE A THIRDPARTY INDEPENDENT TESTING COMPANY QUALIFIED TOPERFORM ALL TESTING AND INSPECTIONS REQUIRED FORWORK, INCLUDING SPECIAL INSPECTIONS

ADMINISTRATIVE ACTIONS AND SUBMITTALS:REF SPECIFICATION SECTION 01250 APPLICATION FOR PAYMENTAND BELOW REQUIREMENTS:

ADMINISTRATIVE ACTIONS AND SUBMITTALS, THAT MUST PRECEDEOR COINCIDE WITH SUBMITTAL OF FIRST APPLICATION FORPAYMENT, INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1. A SITE SPECIFIC SAFETY PLAN PER OSHA REQUIREMENTS2. SCHEDULE OF VALUES3. SUBMITTAL REGISTRY4. CONTRACTORS CONSTRUCTION SCHEDULE5. INSURANCE AND BONDS6. ALL REQUIRED PERMITS7. CONSTRUCTION PHASING PLAN

PRE-FAB METAL CANOPY:REF SPECIFICATION SECTION 13349 METAL BUILDING SYSTEM ANDBELOW REQUIREMENTS:

CONTRACTOR SHALL ENGAGE A METAL BUILDING SYSTEMMANUFACTURER.

ALL COMPONENTS PER SPECIFICATION SECTION 13349 SHALL BEDESIGNED, SIZED, AND/OR ENGINEERED BY METAL BUILDINGSYSTEM MANUFACTURER..

ccooper

C Cooper GA

ASSUMED BEARING PRESSURE OF 2 K.S.F. U.N.O.

SEISMIC DESIGN CATEGORY = C

ZONE 5-12.4 PSF TO -15.1 PSFZONE 4-12.4 PSF TO -13.6 PSF

COMPONENTS AND CLADDING:

1704.5.1MASONRY PER TABLE

NOT REQ'D. PER SECT. 1704.4 EXCEPTIONSCONCRETE

FIELD WELDS-GROOVE WELDS X

XFIELD WELDS-FILLET

X

CONT. INSPECTION

HIGH STRENGTH BOLTS

PERODIC INSPECTIONINSPECTION LEVEL

CHAPTER 17 OF IBC-2000

MATERIAL

SPECIAL INPECTION REQ'D. PER

WIND EXPOSURE = B

IMP FACTOR = 1.15

WIND SPEED = 90 M.P.H.

WIND LOAD DATA

525, G60.

4.14 FABRICATION AND ERECTION OF STEEL DECKING SHALL CONFORM TO

SPECIFICATIONS. GALVANIZED COATING SHALL CONFORM TO ASTM

AS APPLICABLE TO THIS PROJECT.

"SPECIFICATIONS AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK, NON-COMPOSITE STEEL FORM DECK, AND STEEL ROOF DECK"

THE LATEST EDITION OF THE STEEL DECK INSTITUTES'S (SDI) CONCRETE IS NOT PERMITTED.3.04 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN

3.05 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED.

SITE CLASS = D

BUILDING FRAME SYSTEM WITH

DESIGN BASE SHEAR = SEE PLAN FOR EACH BLDG

BASIC SEISMIC-FORCE RESISTING SYSTEM: **

SEISMIC USE GROUP = GROUP I

SPECTRAL RESPONSE COEFFICIENT Sds = .294

SPECTRAL RESPONSE COEFFICIENT Sdi = .184

ORDINARY REINFORCED MASONRY SHEAR WALLS

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE

EARTHQUAKE DESIGN DATA

3.13 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE

UNLESS NOTED OTHERWISE:

4.00 STRUCTURAL STEEL, AND STEEL DECK

= 46 KSI (UNLESS NOTED OTHERWISE.

ALL OTHER STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM, A36

KSI).

EDITION.

REVIEWED.

TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES.

4.03 UNLESS NOTED OTHERWISE ON DRAWINGS, ALL WIDE FLANGE STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A992,(Fy=50 KSI)

4.04 STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, (Fy

3.14 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE.

3.15 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER

CONCRETE AGAINST EARTH (NOT FORMED)............3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS..........................2" #5 BARS AND SMALLER...........................1 1/2"

COLUMNS (TIES)..........1 1/2"

3.17 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER.

4.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC "MANUAL OF STEEL CONSTRUCTION," NINTH

4.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION." 1983. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND

4.05 STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B (Fy = 36

4.06 HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325, TYPE N,

MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO

1.00 GENERAL

TO THOSE SHOWN.

AND WITH ALL GEORGIA STATE AMENDMENTS.

DRAWING.

LITY OF THE CONTRACTOR.

DRAWINGS.

CONSTRUCTION.

THEIR OWN SHOP DRAWINGS.

1.12 DESIGN LIVE LOADS:

HOUR. SEE BELOW FOR SEISMIC DESIGN CRITERIA.

SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS.

* OR WEIGHT OF EQUIPMENT, WHICHEVER IS GREATER

2.00 FOUNDATIONS

A. ROOF ...........................20 PSF

2.01 THE DESIGN OF FOUNDATIONS, RETAINING WALLS AND SLAB-ON-GRADE

1.01 ALL CONSTRUCTION SHALL CONFORM TO THE IBC 2012

1.02 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR

1.03 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCY.

1.04 NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL

SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBI-

1.06 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITEC- TURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL. NOTIFY

1.07 COORDINATE AND VERIFY FLOOR, ROOF AND WALL OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE ARCHITECTURAL AND MECHANICAL

1.09 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBI- LITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RE- SPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS,

1.10 STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS. CONTRACTOR AND HIS SUBCONTRACTORS SHALL PREPARE

1.11 CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROM DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANY DIS- CREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS

WIND LOAD IS BASED ON A BASIC WIND SPEED OF 90 MILES PER

1.08 FOR DIMENSIONS NOT SHOWN SEE ARCHITECTURAL DRAWINGS.

METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF

1.05 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING,

STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION.

IS BASED ON THE

CONNECTIONS SHALL

FOR SPANS SHOWN ON DWGS.

DEVELOP THE REACTION GIVEN.

PROJECTING ABOVE NUT.

ERRORS IN THE STRUCTURAL FRAMING.

FOR SPANS SHOWN ON DWGS.

CONNECTIONS SHALL

LOAD" TABLES OF THE 9TH ED. OF MANUAL OF STEEL CONSTRUCTIONWHERE "W" IS LISTED IN "ALLOWABLE UNIFORM

o WHERE COMPOSITE BEAM REACTIONS ARE NOT GIVEN,

WHERE "W" IS LISTED IN "ALLOWABLE UNIFORM

PERMANENT BRACING, MOMENT CONNECTIONS, AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED.

4.12 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE, CONNECTIONS DESIGNATED AS FRICTION TYPE, OR THOSE TO BE WELDED. STEEL SURFACES RECEIVING AUTOMATICALLY WELDED SHEAR CONNECTOR STUDS IN THE FIELD SHALL NOT BE PAINTED.

4.13 UNLESS NOTED OTHERWISE, STEEL ROOF DECK SHALL BE 1 1/2" DEEP, 22 GAUGE GALVANIZED WIDE RIB DECK, CONFORMING TO SDI

4.07 ANCHOR BOLTS CONFORM TO ASTM A307 U.N.0. FURNISH WITH HEAVY HEX NUTS, WASHERS AND ONE BOLT DIAMETER OF THREAD

4.08 USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS, & MINIMUM E70XX ELECTRODES UNLESS NOTED OTHERWISE.

4.09 DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION

4.10 WHEN SPECIFICALLY NOT DETAILED ON THE DESIGN DRAWINGS PROVIDE THE FOLLOWING BEAM CONNECTIONS:

o WHERE BEAM REACTIONS ARE GIVEN, CONNECTIONS SHALL

o WHERE NON-COMPOSITE BEAM REACTIONS ARE NOT GIVEN,

LOAD" TABLES OF THE 9TH ED. OF MANUAL OF STEEL CONSTRUCTION

o WHERE REACTIONS ARE SUBJECT TO ECCENTRICITY, SUCH ECCENTRICITY SHALL BE TAKEN INTO ACCOUNT.

4.11 PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL

DEVELOP END REACTION = 0.60W

DEVELOP END REACTION (= W/2) BACKFILLS, ETC.

2.02 GEOTECHNICAL ENGINEER SHALL VERIFY & REPORT ON THE CONDITION

SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.

FORCED CONCRETE.

ALL CONCRETE..............................................3,000 psi

IS THE CONTRACTOR'S.

3.00 REINFORCED CONCRETE

AND/OR ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS,

2.03 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PER- MIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVA- TIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-84(85), SPECIFI- CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318-99, BUILDING CODE REQUIREMENTS FOR REIN-

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT

3.03 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCU- MENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH

AND SHALL HAVE MINIMUM 28 DAY STRENGTHS AS FOLLOWS:

USE MINIMUM 3/4 INCH DIAMETER BOLTS U.N.O.

4.15 SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL DRAWINGS.

RESPONSE MODIFICATION FACTOR, R, = 2.5 **

UNLESS NOTED OTHERWISE.

3.08 DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315-80, DETAILING MANUAL. SUBMIT SHOP DRAWINGS FOR REVIEW SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

3.10 RESULTS OF CONCRETE STRENGTH TEST SHALL BE AVAILABE ON SITE.

3.11 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60

3.12 WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185.


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JOB NO.:

PRINT DATE:

DRAWN :

DWG. DATE:

SCALE:

CHECKED:

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12" = 1'-0"

11/17/2017 2:12:03 PM

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48' - 0"

12' -

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58' -

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4x4x1'-0' FTGW / 5-#5 E.W. (BOT)

T / FTG EL. -2;-6"BELOW FIN. FLR. TYP.

4' - 11 1/2"

4' -

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PURLINS SIZED BY PREFABBUILDING MANUFACTURER

ROOF BEAMS SIZED BYPREFAB BUILDINGMANUFACTURER

COLUMNS SIZED BYPREFAB BUILDINGMANUFACTURER

4" CENTERLINEOF COLUMIN

4-#4 W/ #3 TIES @ 12"MIN 2 TIES

STEEL FRAME AND ANCHORBOLTS BY SUPPLIER

1' -

6"

PATCH EXISTING CONC.OR ASPHALT

FTG. SEE PLANSIZE AND REINF.

CL

COMPACT FILL 98%

EXSITING SURFACE


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11/17/2017 2:12:04 PM

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RROUGELY

CCOOPER

10/04/17

B1605-05

A0.2

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1/8" = 1'-0"1 FOUNDATION PLAN 1/8" = 1'-0"2 FRAMING PLAN

REVISIONS


2A0.2

TYP.

1" = 1'-0"3 FOOTING DETAIL

ccooper

C Cooper GA

SAWCUT /DEMO EXISTINGASPHALT IN THIS AREA.COORDINATE WITH THEINSTALLATION OF STORM DRAINEXTENSION

DEMO THIS AREA FOR THE INSTALLATIONOF NEW STRUCTURAL FOOTING. COORDINATEWITH THE STRUCTURAL PLANS (TYP OF 8)

DEMO/REMOVE EXISTINGSLIDING GATE AND ALLASSOCIATED HARDWAREAND EQUIPMENT.

DEMO/REMOVE EXISTINGBOLLARD

BOLLARDS TO REMAIN

BOLLARDS TO REMAIN

DEMO/REMOVE EXISTINGSLIDING GATE AND ALLASSOCIATED HARDWAREAND EQUIPMENT.

EXISTING 18" RCP STORMLINE

DEMO/REMOVE EXISTINGBOLLARD

1 2

A

B

C

D

58' -

0"

12' -

0"

30' -

0"

16' -

0"

48' - 0" 4' - 11 1/2"

PATCH ASPHALT IN AREA OFNEW DRAIN INSTALLATION TYPAND ENSURE POSITIVEDRAINAGE

TIE NEW 8" RCP STORM LINEINTO EXISTING AND NEWAREA DRAINS

PROVIDE NEW AREA DRAIN

PATCH ASPHALT AND CONCRETECURB AND GUTTER IN AREA OFFOOTING INSTALLATION

PATCH EXISTING CONCRETESIDEWALK IN AREA OF NEWFOOTING INSTALLATION

PATCH EXISTING CONCRETECURB AND GUTTER

PATCH EXISTING CONCRETESIDEWALK IN AREA OF NEWFOOTING INSTALLATION

FIEL

D V

ERIF

Y

26' -

0" R

O

NEW 8" RCP STORM LINECONNECT TO NEW AREADRAIN

NEW 8" RCP STORM LINECONNECT TO NEW AREADRAIN

PATCH ASPHALT IN AREA OFNEW DRAIN INSTALLATIONTYP AND ENSURE POSITIVEDRAINAGE

6"X6" PREFINISHEDDOWNSPOUTS LOCATEDAT COLUMNS TYP OF (4).CONNECT TO STORMREF 4-A2.0

EXISTING SECURITYACCESS ISLAND

JUDGES PARKING LOT

NEW OVERHEAD COILINGGRILLE 12'H x 26'W

NEW PEDESTAL ANDACCESS CONTROLDEVICE


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JOB NO.:

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11/17/2017 2:12:06 PM

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CCOOPER

10/04/17

B1605-05

A1.0

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GENERAL NOTES

1/8" = 1'-0"2 DEMOLITION FLOOR PLAN

1/8" = 1'-0"3 FLOOR PLAN

REVISIONS


1. CONTRACTOR SHALL RE-STRIPE ALL AND PAVEMENTMARKINGS WITHIN EXISTING PARKING LOT.

2. ALL SAW-CUTS SHALL OF EXISTING ASPHALT ANDCONCRETE SHALL BE NEAT.

3. CONTRACTOR SHALL PATCH AND REPAIR ALLDISTURBED EXISTING SURFACES ADJACENT TO NEWWORK.

4. CONTRACTOR SHALL FIELD VERIFY EXISTING GRADEAND ELEVATIONS PRIOR TO FABRICATION OF METALCANOPY AND OVERHEAD GRILLE.

5. CONTRACTOR SHALL TERMINATE POWER TOEXISTING SLIDING GATE BACK TO NEARESTJUNCTION BOX.

6. CONTRACTOR SHALL PROVIDE NEW OVERHEADGRILLE. NEW OVERHEAD GRILLE CONTROLS SHALLBE RUN TO EXISTING SECURITY ACCESS ISLAND.CONTRACTOR SHALL USE EXISTING CONDUIT IFPOSSIBLE. FIELD VERIFY EXISTING CONDITION.

7. CONTRACTOR SHALL INSTALL NEW ACCESSCONTROL DEVICE AND LOCATE ON EXISTINGSECURITY ACCESS ISLAND.

8. CONTRACTOR SHALL FIELD VERIFY EXISTINGOPERATION OF VEHICLE DETECTION SYSTEM ATPARKING AREA. VERIFY THAT EXISTING SYSTEM WILLOPERATE NEW OVERHEAD GRILLE FOR VEHICLEEGRESS AND PROVIDE ALL WORK TO ENSURE THEOPERATION OF EXISTING SYSTEM WITH NEW GRILLE.IF EXISTING SYSTEM WILL NOT OPERATE NEW DOOR,THEN PROVIDE NEW VEHICLE DETECTION SYSTEMAND ALL WORK TO ENSURE THE OPERATION OF NEWSYSTEM WITH NEW GRILLE.

9. CONTRACTOR SHALL FIELD VERIFY EXISTING ROUGHOPENING DIMENSIONS FOR NEW OVERHEAD GRILLEPRIOR TO SHOP DRAWING SUBMISSION. ANYCONFLICTS SHALL BE INDICATED ON THE SHOPDRAWINGS SUBMITTAL

10. CONTRACTOR SHALL ENSURE NEW STORM PIPINGSLOPES 1/4" INCH PER FOOT MIN.

11. ROUTE AND CONNECT NEW DOWNSPOUTS FROMCANOPY BELOW GRADE TO NEW STORM DRAINPIPING

1/16" = 1'-0"1 AREA OF WORK

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C Cooper GA

1 2

A

B

C

D

4' - 0" 12' - 0" 4' - 0" 12' - 0" 4' - 0"

EQ.

EQ.

1'X4' 2 TUBE LED LIGHT FIXTURESUSPENDED FROM STRUCTUREABOVE (LITHONIA LIGHTING "IBHSD080 MB MVOLT OZ1040K 70CRIWH" OR APPROVED EQUAL

12' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

EQ.

CONTRACTOR SHALL PROVIDE ALL WORK(INCLUDING BUT NOT LIMITED TO ALL PRODUCTS)IN ORDER FOR EACH LIGHT FIXTURE TO WORK ASIT IS INTENDED. IF SPECIFIC PRODUCTS ARE NOTINDICATED, CONTRACTOR SHALL BID MEDIUMGRADE INDUSTRY STANDARD PRODUCTS TOCOMPLETE WORK

EQ.

EXISTING LIGHT FIXTURES TOREMAIN (CONVERT BULBS TOLED TYP. OF EXISTING INTERIORFIXTURES

1 2

A

B

C

D

PRE-FABRICATED METAL CANOPY (STRUCTURE TOBE SIZED BY AND PERMITTED BY PRE-ENGINEEREDBUILDING MANUFACTURER)

6" PREFINISHEDALUMINUM GUTTER

SLOPE1/12

6"X6" PREFINISHEDDOWNSPOUTS LOCATEDAT COLUMNS TYP OF (4).CONNECT TO STORMREF 4-A2.0


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JOB NO.:

PRINT DATE:

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1/8" = 1'-0"

11/17/2017 2:12:06 PM

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OF

AND

REF

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4309

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300

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Checker

Author

10/04/17

B1605-05

A1.1

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1/8" = 1'-0"1 RELECTED CEILING PLAN 1/8" = 1'-0"2 ROOF PLAN

REVISIONS


ccooper

C Cooper GA

2 1

EXISTING BUILDINGEXTERIOR WALL

JUDGES PARKING LOT

COORDINATE FOOTING LOCATIONSWITH THE STRUCTURAL DRAWINGS

6" METAL GUTTER

ROOF PURLINS

METAL ROOF SYSTEM

OVERHEAD COILINGGRILLE

METAL DOWNSPOUT

SHEET METALCLOSUREMATCH FINISH OFMETAL ROOF

EXISTINGPRECAST CONC.COPING BEYOND

COILINGDOOR

BENT STL.PLATEBEYOND

20" x 8" x5/16" PAINTEDSTEEL TUBE.

OVERHEADCOILINGDOOR HOOD

1'-8

"5

1/2"

LIMIT OF MOTORASSEMBLY(NOT SHOWN)

DOOR TRACKBEYOND

12" CMU BEYOND 12'

-0"

FIEL

D VE

RIFY

OPE

NING

HEIG

HT

COILING DOOR

STEEL ANGLESFOR GUIDEASSEMBLYPROVIDED BY DOORMANUF ANCHOREDTO BENT PLATE

1/4" STEEL BENTPLATE (PAINTED)

2"

HEAD PLATEABOVE

12" C

MU

6" CONC. CURB

6"

6"

OFFSET CURB TORECEIVE TRACK

4"

DOWNSPOUTCENTERED ON COLUMN

CAST IRON DOWNSPOUTBOOT TO UNDERGROUNDSTORM. OFFSET CENTEROF BOOT 4" FROM BACKOF DOWNSPOUT

RECTANGULAR TO ROUNDTRANSITION CONNECT TOSTORM SEWER

PAVING AS INDICATED

SUBGRADEREF STRUCTURAL

CENTER OF COLUMNWHERE SHOWN ON PLAN

1'-0

"1'

-0"

COLUMN BEYOND

STORM SEWERPIPE REF PLANS

NOTE: INSTALL STORMSEWER PIPE SLOPE PERCODE.


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JOB NO.:

PRINT DATE:

DRAWN :

DWG. DATE:

SCALE:

CHECKED:

SHEET

As indicated

11/17/2017 2:12:08 PM

CAN

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09 M

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IA 3

0032

Checker

Author

10/04/17

B1605-05

A2.0

FO

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ION

REVISIONS


1/4" = 1'-0"1 EXISTING BUILDING SECTION

1 1/2" = 1'-0"2 ROLL-UP DOOR HEAD DETAIL 1 1/2" = 1'-0"3 ROLL-UP DOOR JAMB

2A2.0

2A0.2 TYP

1 1/2" = 1'-0"4 DOWNSPOUT COLLECTOR

ccooper

C Cooper GA

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