c:usersccooperdocumentsjjc parking lot canopy
TRANSCRIPT
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
JOB NO.:
PRINT DATE:
DRAWN :
DWG. DATE:
SCALE:
CHECKED:
SHEET
12" = 1'-0"
11/17/2017 2:12:03 PM
GEN
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INFO
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10/04/17
B1605-05
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REVISIONS
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..
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.
ARCHITECTS PLANNERS INTERIOR DESIGNERS
GR
OU
PD
ESIG
NBR
OW
N
3099 WASHINGTON ROAD, EAST POINT, GA. 30344
(O) 404-559-1805 (F) 404-761-0020 (E) THEBROWNDESIGNGROUP.COM
JOB NO.:
PRINT DATE:
DRAWN :
DWG. DATE:
SCALE:
CHECKED:
SHEET
12" = 1'-0"
11/17/2017 2:12:03 PM
STR
UC
TUR
AL G
ENER
AL N
OTE
S
JJC
PAR
KIN
G L
OT
CAN
OPY
INST
ALLA
TIO
N43
09 M
EMO
RIA
L D
RIV
E, D
ECAT
UR
GEO
RG
IA 3
0032
RROUGELY
CCOOPER
10/04/17
B1605-05
A0.1
FO
R C
ON
ST
RU
CT
ION
REVISIONS
NO.: DESCRIPTION: DATE:
1 2
A
B
C
D
48' - 0"
12' -
0"
30' -
0"
16' -
0"
58' -
0"
4x4x1'-0' FTGW / 5-#5 E.W. (BOT)
T / FTG EL. -2;-6"BELOW FIN. FLR. TYP.
4' - 11 1/2"
4' -
0 1/
2"
1 2
A
B
C
D
48' - 0"
12' -
0"
30' -
0"
16' -
0"
58' -
0"
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
ARCHITECTS PLANNERS INTERIOR DESIGNERS
GR
OU
PD
ESIG
NBR
OW
N
3099 WASHINGTON ROAD, EAST POINT, GA. 30344
(O) 404-559-1805 (F) 404-761-0020 (E) THEBROWNDESIGNGROUP.COM
JOB NO.:
PRINT DATE:
DRAWN :
DWG. DATE:
SCALE:
CHECKED:
SHEET
As indicated
11/17/2017 2:12:04 PM
STR
UC
TUR
AL F
RAM
ING
PLA
N A
ND
DET
AILS
JJC
PAR
KIN
G L
OT
CAN
OPY
INST
ALLA
TIO
N43
09 M
EMO
RIA
L D
RIV
E, D
ECAT
UR
GEO
RG
IA 3
0032
RROUGELY
CCOOPER
10/04/17
B1605-05
A0.2
FO
R C
ON
ST
RU
CT
ION
1/8" = 1'-0"1 FOUNDATION PLAN 1/8" = 1'-0"2 FRAMING PLAN
REVISIONS
NO.: DESCRIPTION: DATE:
2A0.2
TYP.
1" = 1'-0"3 FOOTING DETAIL
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
ARCHITECTS PLANNERS INTERIOR DESIGNERS
GR
OU
PD
ESIG
NBR
OW
N
3099 WASHINGTON ROAD, EAST POINT, GA. 30344
(O) 404-559-1805 (F) 404-761-0020 (E) THEBROWNDESIGNGROUP.COM
JOB NO.:
PRINT DATE:
DRAWN :
DWG. DATE:
SCALE:
CHECKED:
SHEET
As indicated
11/17/2017 2:12:06 PM
NEW
WO
RK
FLO
OR
PLA
N
JJC
PAR
KIN
G L
OT
CAN
OPY
INST
ALLA
TIO
N43
09 M
EMO
RIA
L D
RIV
E, D
ECAT
UR
GEO
RG
IA 3
0032
RROUGELY
CCOOPER
10/04/17
B1605-05
A1.0
FO
R C
ON
ST
RU
CT
ION
GENERAL NOTES
1/8" = 1'-0"2 DEMOLITION FLOOR PLAN
1/8" = 1'-0"3 FLOOR PLAN
REVISIONS
NO.: DESCRIPTION: DATE:
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
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
ARCHITECTS PLANNERS INTERIOR DESIGNERS
GR
OU
PD
ESIG
NBR
OW
N
3099 WASHINGTON ROAD, EAST POINT, GA. 30344
(O) 404-559-1805 (F) 404-761-0020 (E) THEBROWNDESIGNGROUP.COM
JOB NO.:
PRINT DATE:
DRAWN :
DWG. DATE:
SCALE:
CHECKED:
SHEET
1/8" = 1'-0"
11/17/2017 2:12:06 PM
RO
OF
AND
REF
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TED
CEI
LIN
GPL
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LO
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PYIN
STAL
LATI
ON
4309
MEM
OR
IAL
DR
IVE,
DEC
ATU
R G
EOR
GIA
300
32
Checker
Author
10/04/17
B1605-05
A1.1
FO
R C
ON
ST
RU
CT
ION
1/8" = 1'-0"1 RELECTED CEILING PLAN 1/8" = 1'-0"2 ROOF PLAN
REVISIONS
NO.: DESCRIPTION: DATE:
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.
ARCHITECTS PLANNERS INTERIOR DESIGNERS
GR
OU
PD
ESIG
NBR
OW
N
3099 WASHINGTON ROAD, EAST POINT, GA. 30344
(O) 404-559-1805 (F) 404-761-0020 (E) THEBROWNDESIGNGROUP.COM
JOB NO.:
PRINT DATE:
DRAWN :
DWG. DATE:
SCALE:
CHECKED:
SHEET
As indicated
11/17/2017 2:12:08 PM
CAN
OPY
SEC
TIO
NS
AND
DET
AILS
JJC
PAR
KIN
G L
OT
CAN
OPY
INST
ALLA
TIO
N43
09 M
EMO
RIA
L D
RIV
E, D
ECAT
UR
GEO
RG
IA 3
0032
Checker
Author
10/04/17
B1605-05
A2.0
FO
R C
ON
ST
RU
CT
ION
REVISIONS
NO.: DESCRIPTION: DATE:
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