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DISPENSER

DISPENSER

DISPENSER

DISPENSER

DISPENSER

DISPENSER

DISPENSER

DISPENSER

VAN

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STST

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STST

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COMMERCE DRIVE

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ABBREVIATIONS& = ANDL =ANGLE@ = AT = CENTERLINE

Ø = DIA. OF ROUND# = POUND OR NUMBER(E) = EXISTING(R) = RELOCATED(N) = NEW

A.B. = ANCHOR BOLTA.F.F. = ABOVE FINISH FLOORAGGR. = AGGREGATEAL. = ALUMINUMAPPROX. = APPROXIMATEARCH. = ARCHITECTURALASPH. = ASPHALT

BD. = BOARDBITUM. = BITUMINOUSBLDG. = BUILDINGBLKG. = BLOCKINGBM. = BEAMBOT. = BOTTOMBW = BACK OF WALK

CAB. = CABINETCEM. = CEMENTCER. = CERAMICC.I. = CAST IRONC.J. = CONTROL JOINTCLG. = CEILINGCLR./CL = CLEARCOL. = COLUMNCONC. = CONCRETECONSTR. = CONSTRUCTIONCONT. = CONTINUOUSCTSK. = COUNTERSUNKCNTR. = COUNTERCTR. = CENTER

DEPT. = DEPARTMENTDET. = DETAILDIA. = DIAMETERDIM. = DIMENSIONDISP. = DISPENSERDN. = DOWNDR. = DOORD.S. = DOWNSPOUTDWG. = DRAWING

E = EASTEA. = EACHEL. = ELEVATIONELEC. = ELECTRICALEQ. = EQUALEXP. = EXPANSIONEXT. = EXTERIOR

F.F. = FLOOR FINISHFDN. = FOUNDATIONFG. = FINISH GRADEFIN. = FINISHFL. = FLOORFLASH'G. = FLASHINGFLUOR = FLUORESCENTF.O.C. = FACE OF CONCRETEF.O.F. = FACE OF FINISHF.O.S. = FACE OF STUDSF.R.P. = FIBERGLASS REINFORCEDPANELF.S. = FLOOR SINKFT. = FOOT OR FEETFTG. = FOOTINGFURR. = FURRINGFUT. = FUTURE

G.A. = GUAGEGLAV. = GALVANIZEDGL. = GLASSGR. = GRADEGB = GRADE BEAMGSM = GALVANIZED SHEET METALGYP. = GYPSUMGYP. BD. = GYPSUM BOARD

H.B. = HOSE BIBHDWE. = HARDWAREH.M. = HOLLOW METALHORIZ. = HORIZONTALHR. = HOURHGT. = HEIGHT

IE = INVERT ELEVATIONI.D. = INSIDE DIAMETERINSUL. = INSULATIONINT. = INTERIOR

JT. = JOINT

LAM. = LAMINATELAV. = LAVATORYLIP = EDGE OF SWALE OR GUTTER

MAX. = MAXIMUMMECH. = MECHANICALMEMB. = MEMBRANEMFR. = MANUFACTURERMIN. = MINIMUMMISC. = MISCELLANEOUSM.O. = MASONRY OPENINGMTD. = MOUNTEDMUL. = MULLION

N. = NORTHN.I.C. = NOT IN CONTRACTNO. or # = NUMBERNOM. = NOMINALN.T.S. = NOT TO SCALE

O.C. = ON CENTERO.D. = OUTSIDE DIAMETEROPNG. = OPENINGOPP. = OPPOSITE

PB = LEVEL PAVEMENTAT DISPENSERPIT BOXPL. = PLATEP.LAM = PLASTIC LAMINATEPLYWD. = PLYWOODP.O.C. = POINT OF CURVATUREP.O.S. = POINT OF SALE

R or RAD. = RADIUSR.D. = ROOF DRAINREF. = REFERENCEREINF. = REINFORCEDREQ'D. = REQUIREDRM. = ROOMR.O. = ROUGH OPENINGR.O.W. = RIGHT OF WAY

SCHED. = SCHEDULESECT. = SECTIONSHT. = SHEETSPEC. = SPECIFICATIONSQ. = SQUARES.ST. = STAINLESS STEELSTD. = STANDARDSTL. = STEELSTOR. = STORAGESTRL. = STRUCTURALSYM. = SYMMETRCAL

T.C. = TOP OF CURBTG = TOP OF GRATET & G = TONGUE & GROOVETHK. = THICKTI = TOP OF ISLANDT.O. = TOP OFTOW = TOP OF WALLTP = TOP OF PAVEMENTTS = TOP OF SLABTW = TOP OF WALKTYP. = TYPICAL

UNF. = UNFINISHEDU.O.N. = UNLESS OTHERWISENOTED

VERT. = VERTICALV.I.F. = VERIFY IN FIELD

W. = WESTW/ = WITHW.C. = WATER CLOSETWD. = WOODW/O = WITHOUTWP. = WATERPROOFWSCT. = WAINSCOTWT. = WEIGHT

APPLICABLE CODES

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL FIRE CODE

2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2012 INTERNATIONAL FUEL GAS CODE

2011 NATIONAL ELECTRICAL CODE

2012 INTERNATIONAL RESIDENTIAL CODE

SYMBOL LEGEND

ROOM NAME

150 SF

A1011

SIM

A101

1

Ref

1Ref

1 Ref

1

Ref

0 GRID HEAD

AREA TAG

DETAIL CALL-OUT

CENTERLINE

NameElevation

LEVEL HEAD

NORTH ARROW

REVISION TAG

ROOM TAGS

SECTION HEADS

SPOT ELEVATION

Issuedto

1

A101

SIM

1

A101

SIM

PARTITION TYPE

WINDOW TAG

1i

1t

1

A101

SIM

ROOM NAME

SQUARE FOOTAGE

DETAIL NUMBERSHEET NUMBER

EXTERIOR ELEVATIONSDETAIL NUMBER

SHEET NUMBER

BUILDING SECTIONDETAIL NUMBER

SHEET NUMBER

TYPICAL WALL SECTIONDETAIL NUMBER

SHEET NUMBER

DETAILDETAIL NUMBER

SHEET NUMBER

101 DOOR NUMBER

A101

1Ref

1

Ref

1Ref

1

RefINTERIOR ELEVATIONS

DETAIL NUMBER

SHEET NUMBER

ROOM NAME

PROJECT TEAM

ARCHITECT CONTACT:

GREENBERG FARROW3 EXECUTIVE DRIVE, SUITE 150SOMERSET, NJ 08873CONTACT: CHRIS CERBOT: (732) 537-0832F: (732) 537-0831D: (732) 537-0832E: [email protected]

STRUCTURAL ENGINEER CONTACT:

BARRY LEVIN & ASSOCIATES, INC.301 PERIMETER CENTER NORTH, SUITE 100ATLANTA, GA 30346CONTACT: ROD NEWT: (770) 457-2376F: (770) 457-0514E: [email protected]

GENERAL BIDDING NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION AND SUBMITTALS TO UTILITYCOMPANIES FOR THIS PROJECT.

2. CONTRACTOR SHALL PROVIDE UNIT PRICING TO OWNER ON ALL PHONE, GAS, TELECOMMUNICATION,AND POWER COST FOR THIS PROJECT INCLUDING BUT NOT LIMITED TO TRENCHING, CONDUIT, LINEPULLS, CONNECTION, ETC.

3. CONTRACTOR SHALL BID THIS PROJECT COMPLETELY WITH NO EXCEPTIONS UNLESS INSTRUCTED BYOWNER. CONTRACTOR SHALL PROVIDE ALLOWANCES ON ANY ITEM THAT CAN NOT BE RESOLVEDDURING THE BID PROCESS.

4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONNECTIONS, EXISTING PLUMBING TAPS,ELECTRICAL PANEL LOCATIONS, GAS METERS AND MECHANICAL EQUIPMENT AGAINST THE PLANS ANDREPORT ANY DISCREPANCIES DURING THE BID PROCESS

5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLARIFICATION OF DOCUMENTS. SHOULD A BIDDER FINDDISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS OR DOCUMENTS, OR SHOULD HE BE IN DOUBTAS TO THEIR MEANING, HE SHALL NOTIFY THE ARCHITECT IN WRITING FIVE DAYS OR MORE BEFORE DATESET TO RECEIVE BIDS, WHO WILL SEND, AFTER CONSIDERATION, IDENTICAL INSTRUCTIONS TO ALLBIDDERS. IN THE EVENT CLARIFICATION IS DEEMED NECESSARY, NEITHER OWNER NOR ARCHITECT WILLBE RESPONSIBLE FOR ORAL INSTRUCTIONS.

6. GENERAL CONTRACTOR SHALL VERIFY GOVERNING REQUIREMENTS PRIOR TO BID.

7. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS INCLUDED IN HIS BID/PRICING THEHIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THECONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED.

8. ALL BID NUMBERS SHOULD INCLUDE BREAKDOWN OF UNIT PRICE.

GENERAL NOTES

1. COORDINATE ALL EQUIPMENT PLACEMENTS, SUPPORTS, AND CONNECTIONS WITH EQUIPMENTSUPPLIERS.

2. COMPLY WITH ALL LOCAL BUILDING CODES, ORDINANCES, AND CONSTRUCTION STANDARDS.

3. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS AREPROHIBITED.

4. ALL WORK SHALL BE FURNISHED AND INSTALLED IN COMPLIANCE WITH APPLICABLE BUILDING CODESAND THE HIGHEST PROFESSIONAL WORKMANSHIP OF THE BUILDING TRADES PERFORMING UNDER THISCONTRACT.

5. ALL REQUIRED CONTROLLED INSPECTIONS SHALL COMPLY WITH THE LOCAL BUILDING CODES.

6. CONSTRUCTION SUPERVISOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL BERESPONSIBLE FOR THE SCHEDULING OF THE WORK.

7. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER APPLICABLE ELECTRICAL CODE AND INACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS AND MUNICIPALJURISDICTIONAL CODES.

8. ALL PLUMBING AND ELECTRICAL PIPING CONDUIT SHALL BE CONCEALED EXCEPT AS OTHERWISESPECIFIED.

9. COORDINATION OF PLANS AND SPECIFICATIONS: THE CONTRACTOR SHALL TAKE NO ADVANTAGE OFANY APPARENT ERROR OR OMISSION. HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, THEARCHITECT WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMEDNECESSARY FOR FULFILLING THE INTENT OF THE PLANS AND SPECIFICATIONS.

10. PROVIDE METAL ACCESS DOORS TO DUCTS AND OTHER MECHANICAL/ELECTRICAL EQUIPMENTTHROUGH SPACES, OR CEILINGS AS REQUIRED BY MECHANICAL/ELECTRICAL DRAWINGS AND THEAPPLICABLE REQUIREMENTS OF THE BUILDING CODES (BUILDING, MECHANICAL, ELECTRICAL).

11. PROPER STDS. OF CONSTRUCTION SHALL BE USED AS RECOMMENDED AS ACCEPTABLE STDS. INTHE INDUSTRY FOR ALL CONSTRUCTION EVEN IF NOT SPECIFIED IN DETAIL.

12. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL,ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIORTO CONSTRUCTION.

13. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR THECORRECTNESS OF ALL DIMENSIONS.

14. IT IS THE G.C.'S RESPONSIBILITY TO COORDINATE LOCATE AND CONFIRM ALL UNDERGROUND/OVERHEAD PLUMBING AND ELECTRICAL STUB UPS.

15. G.C. TO CAULK AND SEAL ALL EXPANSION JOINTS AT ALL INTERIOR CONCRETE PRIOR TO FLOORING.

16. ALL EXPOSED UNFINISHED METAL AND WOOD SHALL BE PAINTED AS PER DRAWINGS ANDSPECIFICATION.

17. GENERAL CONTRACTOR SHALL ENCLOSE, SEAL, AND COVER ALL PIPE, CONDUIT, DUCT, ANDSTRUCTURAL PENETRATIONS IN ALL WALLS.

18. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS AND/OR SPECIFICATIONS, THE MORERESTRICTIVE CONDITION SHALL BE DEEMED AS THE CONTRACT REQUIREMENT, UNLESS OTHERWISESTATED.

19. CONTRACTOR TO MAINTAIN ROAD CLEANLINESS DURING CONSTRUCTION.

SHEET NUMBER SHEET NAME

GENERALCS1 COVER SHEET, SHEET INDEX & CODE DATAS1 STRUCTURAL GENERAL NOTESARCH/STRUCTE1 FRAMING PLANE2 ELEVATIONSE3 LIGHTING & SOFFIT PLANE4 SECTIONE5 SECTIONE6 SECTIONF1 FOUNDATION PLAN

FUEL FACILITY CANOPY

42 EAST COMMERCE DR., SARATOGA SPRINGS, UTAH 8404346'-0" x 149'-0" FUEL CANOPY

PROJECT SITE

CONVENIENCE STORE - UNDERSEPARATE APPLICATION

SCOPE OF WORK - FUELCANOPY

DAT

EIS

SUE

12/2

9/20

1505

/31/

2016

06/2

7/20

16

PER

MIT

SU

BMIS

SIO

N S

ETR

EV-1

, RES

PON

SES

TO A

HJ

CO

MM

ENTS

OU

T TO

BID

SET

SHEET INDEX

Fax: (770) 483-6037

Conyers, Georgia 300121801 Rockdale Industrial Blvd.

Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE

This drawing is the property of the abovereferenced Professional and is not to beused for any purpose other than thespecific project and site named herein,

and cannot be reproduced in any mannerwithout the express written permission

from the Professional.

DATE DESCRIPTION

ISSUE RECORD

PROFESSIONAL IN CHARGE

PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

XXXXXX

21 South Evergreen AvenueSuite 200

Arlington Heights, Illinois 60005t: 847.788.9200

REV.

20150400.0

42 EAST COMMERCE DR.

SARATOGA SPRINGS, UT 84043

MURPHY OILFUEL FACILITY

CANOPY

P:\2015\201504000\501 Building and Canopy Plans\Drawings\Produced\_Current\Canopy\20150400 - Saratoga Springs UT - Arch. - 46 x 149 V1.2.rvt

FRANK GRIECO

CHRIS CERBO

MUGDHA CHAWATHE

KLITON SHEHU

CS1

COVER SHEET,SHEET INDEX &

CODE DATA

12/29/2015 PERMIT SUBMISSION SET05/31/2016 1 RESPONSES TO AHJ

COMMENTS06/27/2016 2 OUT TO BID SET

SPECIAL INSPECTIONS APPLY TO WORKPERFORMED AT JOBSITE (U.N.)

4. CONCRETE:A. CONCRETE SHALL CONFORM WITH ACI BUILDING CODE AND SHALL HAVE A 28-DAY

COMPRESSIVE STRENGTH, AND DENSITY, AND WATER/CEMENT IN ACCORDANCE WITH THEFOLLOWING:

STRENGTH

SLABSFOUNDATIONSALL OTHER CONCRETE (U.N.O.)

B. UNLESS NOTED, CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. AGGREGATES SHALLBE NORMAL WEIGHT CONFORMING TO ASTM C33. ADMIXTURES CONTAINING CHLORIDESSHALL NOT BE USED.

C. CONCRETE EXPOSED TO WEATHER (I.E., EXPOSED EXTERIOR SLABS, CONCRETE WALLS,RETAINING WALLS, ETC.) SHALL BE AIR-ENTRAINED IN ACCORDANCE WITH ACI 318, TABLE4.2.1.

D. UNLESS NOTED, MAXIMUM SLUMP FOR CONCRETE SHALL BE 4 INCHES (PLUS OR MINUS ONEINCH) AT POINT OF PLACEMENT. UNLESS NOTED, MAXIMUM SLUMP FOR 4000 PSI CONCRETEFOR ELEVATED SLAB , SLAB-ON-GRADE SHALL BE 4" AT POINT OF PLACEMENT. WHEREAPPROVED BY THE ENGINEER OF RECORD, LARGER SLUMP IS PERMITTED WITH THEADDITION OF HIGH RANGE WATER REDUCING ADMIXTURE.

E. CONCRETE CURING SHALL COMPLY WITH ACI 308. CURING PROCESS SHALL STARTIMMEDIATELY FOLLOWING INITIAL SET. PER ACI 318 SECTION 5.11.1 IN CODE, CONCRETE SHALLBE MAINTAINED IN MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT UNLESSPROVISIONS OF SECTION 1905.11.3 ARE FOLLOWED.

F. HOT WEATHER CONCRETING: SPECIAL PRECAUTIONS RECOMMENDED BY ACI 305 SHALL BETAKEN WHEN THE AMBIENT TEMPERATURE IS ABOVE 80 DEGREES FAHRENHEIT OR WHENMAXIMUM RATE OF EVAPORATION IN THE CONCRETE EXCEEDS 0.2 LB/SF/HR. THIS RATE ISAFFECTED BY AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE AND WINDVELOCITY (SEE ACI 305). AFTER FINISHING CONCRETE, USE LIGHT FOG SPRAY UNTILCURING COMPOUND IS USED, OR WET CURING METHOD IS IMPLEMENTED.

G. COLD WEATHER CONCRETING: WHEN, FOR MORE THAN THREE (3) CONSECUTIVE DAYS, THEMEAN DAILY TEMPERATURE DROPS BELOW 40 DEGREES FAHRENHEIT, SPECIAL MATERIALSAND PROCEDURES SHALL BE PROVIDED DURING PLACING AND CURING OF CONCRETE PERACI 306.

6. STRUCTURAL STEEL:A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION.B. MATERIALS: ASTM A36, FY=36 KSI UNLESS NOTED. ASTM A992, FY=50 KSI WHERE SPECIFICALLY NOTED ON THE DRAWINGS. ASTM A500, GRADE B, FY=46 KSI FOR SQUARE AND RECTANGULAR HSS. ASTM A53, TYPE S, GRADE B, FY=35 KSI FOR PIPES. ASTM A307 BOLTS (U.N.O.). ASTM A307, GRADE A, FOR HOOKED ANCHOR BOLTS. ASTM A36 FOR THREADED ROD ANCHORS. ASTM F1554 GR.36 FOR THREADED ROD ANCHORS NOTED ON DRAWINGS ASTM A108 & A.W.S D1.1 FOR SHEAR STUDS.C. STEEL MEMBERS SUPPORTING STEEL DECK AT THE PERIMETER OF THE BUILDING SHALL BE

CONTINUOUS.D. STRUCTURAL STEEL SHALL RECEIVE ONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER.E. GROUT UNDER BASE PLATES SHALL BE SIKAGROUT 212 AS MANUFACTURED BY SIKA

CORPORATION OR SET GROUT BY MASTER BUILDERS.F. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE COVER

PROTECTION.

9. ROOF DECK AND WALL PANELS (U.N.)A. CANOPY ROOF DECK (Fy= 50 KSI MIN)

1. ROOF DECK SHALL BE 3”X16' ROLLED DECK (DECK GAUGE PER DRAWINGS)2. ROOF DECK SHALL BE CONNECTED TO STEEL SUPPORT FRAMING AT SIDES AND END OF

PANELS PER THE DRAWINGS.B. BUILDING ROOF DECK (Fy= 50 KSI MIN)

1. ROOF DECK SHALL BE 3”X16' ROLLED DECK (DECK GAUGE PER DRAWINGS)2. ROOF DECK SHALL BE CONNECTED TO STEEL SUPPORT FRAMING AT SIDES AND END OF

PANELS PER THE DRAWINGS.C. BUILDING WALL PANELS (Fy= 50 KSI MIN)

1. ROOF DECK SHALL BE 3”X16' ROLLED DECK (DECK GAUGE PER DRAWINGS)2. WALL PANELS SHALL BE CONNECTED PER SCHEDULE.

11. SPECIAL INSPECTIONS:A. SPECIAL INSPECTOR (SI) SHALL BE RETAINED AND PAID BY THE OWNER AND PROVIDE

INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1704OF THE CODE AS PER TABLE BELOW.

B. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATECOMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THEPARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

C. THE DUTIES OF THE SPECIAL INSPECTOR SHALL INCLUDE, BUT ARE NOT LIMITED TO,VERIFICATION OF CONSTRUCTION QUALITY CONTROL, TESTING, COMPLIANCE WITH THECONSTRUCTION DOCUMENTS, BUILDING CODE REQUIREMENTS, AND LOCAL BUILDINGDEPARTMENT REQUIREMENTS.

D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION TO THESPECIAL INSPECTOR AND PROCEED WITH THE CONSTRUCTION ONLY AFTER THE SPECIALINSPECTOR'S APPROVAL.

E. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE

WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOTALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS.

2. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTORSHALL FURNISH INSPECTION REPORTS TO THE CONSTRUCTION OFFICIAL, AND TO THEREGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, THE CONTRACTOR ANDTHE OWNER. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BEBROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR AND THE OWNER FORCORRECTION, IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALLBE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTEREDDESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND THE OWNER PRIOR TO THECOMPLETION OF THAT PHASE OF THE WORK.

3. A FINAL REPORT OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS ANDCORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTEDPERIODICALLY AT A FREQUENCY AGREED UPON BY THE PERMIT APPLICANT AND THEBUILDING OFFICIAL PRIOR TO THE START OF WORK.

F. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIEDQUALITY ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED.

10. COLD FORMED METAL FRAMING:A. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE

DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS".

5. REINFORCING STEEL:A. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (U.N.) AND

GRADE 40 FOR #3 AND SMALLER BARS. GRADE 60 REINFORCING MAY NOT BERE-BENT OR FIELD BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER

B. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A-185, MINIMUM LAPSHALL BE 8" U.N.

C. NO TACK WELDING OF REINFORCING IN THE FIELD WILL BE PERMITTED.D. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS

OTHERWISE NOTED, SHALL CONFORM TO ACI 318, "BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE LATEST ACI "MANUALOF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES".

E. PROVIDE A MINIMUM BAR LAP OF 60 BAR DIAMETERS, STAGGER WHEREPOSSIBLE.

G. MINIMUM CONCRETE COVER FOR REINFORCINGCONCRETE REINFORCING SHALL BE PLACED PER THE TOLERANCES OF ACI 117AND ACI 318LOCATION MINIMUM COVERFOOTINGS, GRADE BEAMS AND SLABSCAST AGAINST & PERMANENTLY EXPOSED TO EARTH

8. STEEL FLOOR DECK:A. CONFORM TO STEEL DECK INSTITUTE DESIGN MANUAL, LATEST EDITION.B. UNLESS NOTED, STEEL FORM DECK SHALL BE 36" WIDE 1~8" DEEP INTERMEDIATE RIB (TYPE F)

- 22 GA. GALVANIZED, MINIMUM YIELD STRENGTH 33,000 PSI.C. STEEL FLORR DECK SHALL BE ATTACHED TO THE SUPPORTS WITH #12 HEX HEAD SCREWS @

12"O.C. MAX (U.N.O.).D. SPACING OF CONNECTIONS SHALL BE AS FOLLOWS: 1. END LAPS: AT SIDE LAPS AND MIDDLE OF SHEET. 2. INTERMEDIATE SUPPORT: FOR BEAM SPACING UP TO 2'-0" AT SIDE LAP ON EVERY SECOND SUPPORT AND MIDDLE OF

SHEET ON REMAINING SUPPORTS. FOR BEAM SPACING UP TO 3'-0" AT SIDE LAP ON EVERYSUPPORT. FOR BEAM SPACING UP TO 4'-0" AT SIDE LAP AND MIDDLE OF SHEET AT EVERYSUPPORT.

7. WELDING:A. ALL STRUCTURAL STEEL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY

STANDARD D1.1, LATEST EDITION.B. ALL STRUCTURAL STEEL WELDING ELECTRODES SHALL CONFORM TO AWS A5.1.C. FIELD WELDING SHALL BE PER THE ERECTION DRAWINGS.D. ALL FIELD PARTIAL AND FULL PENETRATION WELDS SHALL BE INSPECTED AND TESTED BY A

TESTING AGENCY TO BE PAID BY THE CONTRACTOR.E. PAINT ALL WELDS WITH RUST INHIBITIVE PAINT.F. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF

INSPECTION.

1. GENERAL:A. THE FOLLOWING NOTES ARE APPLICABLE TO ALL DRAWINGS IN ADDITION TO THE PROJECT

SPECIFICATIONS.B. APPLICABLE STRUCTURAL CODE IINTERNATIONAL BUILDING CODE, 2012 EDITION

C. THE STANDARDS REFERENCED IN THE DRAWINGS (i.e. ACI, AISC, ETC.) SHALL BE THEEDITION SPECIFIED IN CHAPTER 35 OF THE BUILDING CODE.

D. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS INORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. WHERE A CONFLICTOCCURS, THE STRICTEST DESIGN SHALL GOVERN. ENGINEER'S REVIEW OF SHOPDRAWINGS, PRODUCT DATA, ETC. DOES NOT RELIEVE THE CONTRACTOR FROM MEETINGTHE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ENGINEER INWRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN ENGINEER'S WRITTEN APPROVAL FORTHE SPECIFIC DEVIATION.

E. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITSCOMPLETED FORM. THE CONTRACTOR SHALL FURNISH TEMPORARY SHORING ANDBRACING.

F. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL,ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL REQUIREMENTS INTO THESHOP DRAWINGS AND CONSTRUCTION.

G. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETYCODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

H. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITYOF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALLBE DESIGNED TO RESIST ALL GRAVITY, WIND, WIND UPLIFT, THERMAL LOADS, ETC.

I. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR A NOTE IS SHOWN FORONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESSOTHERWISE NOTED.

J. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.K. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOP OF BEAMS AND FOUNDATIONS.L. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW.

DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. SHOPDRAWINGS WILL NOT BE REVIEWED UNLESS THEY WERE CHECKED, BEAR THE INITIAL OFTHE CHECKER AND ARE STAMPED "APPROVED" BY THE GENERAL CONTRACTOR.

M. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE.N. EQUIPMENT WEIGHTS SHOWN ON THE STRUCTURAL DRAWINGS ARE MAXIMUM OPERATING

WEIGHT INCLUDING CURBS AND MISCELLANEOUS.2. DESIGN CRITERIA:

B. OCCUPANCY CATEGORY - II

A. DEAD & LIVE LOADS1. DEAD LOAD = 9 PSF2. ROOF LIVE LOAD = 20 PSF (REDUCIBLE)3. FLOOR LIVE LOAD = 100 PSF

C. SNOW LOADS1. GROUND SNOW LOAD = 43 PSF.2. FLAT-ROOF SNOW LOAD = 43 PSF.3. SNOW EXPOSURE FACTOR, C e = 1.04. THERMAL FACTOR, C t = 1.0 (BUILDING) 1.2 (CANOPY)5. SNOW LOAD IMPORTANCE FACTOR, I = 1.06. ALL APPLICABLE EFFECTS DUE TO SNOW DRIFTING

D. WIND LOADS (ASCE 7-10)1. BASIC WIND SPEED = 115 MPH2. WIND LOAD IMPORTANCE FACTOR = 1.03. WIND EXPOSURE CATEGORY C FOR MAIN WIND FORCE-RESISTING SYSTEM4. WIND EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING

E. EARTHQUAKE DESIGN DATA1. SEISMIC IMPORTANCE FACTOR, I = 1.02. MAPPED SPECTRAL RESPONSE ACCELERATIONS

C. WHERE FILL IS REQUIRED IT SHALL BE PLACED IN ACCORDANCE WITH RECOMMENDATIONSAND UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER.

D. ALL EXCAVATIONS AND BUILDING PADS SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICALENGINEER TO VERIFY THE DESIGN CRITERIA AND REPORT ADVERSE CONDITIONS.(GEOTECHNICAL ENGINEER TO BE HIRED AND PAID BY THE OWNER) CERTIFICATION OFEXCAVATION SHALL BE PROVIDED TO BUILDING OFFICIAL. IN CASE OF CONFLICT BETWEENTHE GEOTECHNICAL REPORT, SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENTREQUIREMENT SHALL APPLY.

E. FOOTING ELEVATIONS GIVEN ARE FOR PURPOSE OF CONTRACT AND SHALL BE ADJUSTED(LOWERED) AT TIME OF EXCAVATION TO MEET SOIL CONDITIONS. ENGINEER SHOULD BECONSULTED.

F. GRANULAR BASE BELOW SPREAD FOOTINGS SHALL BE PLACED AND COMPACTED INACCORDANCE WITH THE RECOMMENDATIONS AND UNDER THE OBSERVATION OF AQUALIFIED GEOTECHNICAL ENGINEER.

G. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT THE LOCATION OFEXISTING UTILITIES AND PROCEED WITH THE WORK ONLY AFTER WRITTEN APPROVAL FROMTHE ARCHITECT.

H. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE MADE TRUE TO LINE AND GRADE. THESIDES OF THE FOOTINGS SHALL BE FORMED, EXCEPT WHERE SOIL CONDITIONS ARE SUCHTHAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE. EXCAVATIONS SHALL BEMADE TO FIRM, CLEAN BEARING SOIL.

I. EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS, WHICH ARE TO SERVE AS FORMS, SHALLBE THOROUGHLY WET PRIOR TO PLACING CONCRETE.

3"

DENSITY MAX W/CPSI PCI RATIO4000 145 0.453000 145 0.553000 145 0.55

I. SS = 0.992 II. S1 = 0.335

3. SITE CLASS = D4. DESIGN SPECTRAL RESPONSE PARAMETERS

I. SDS = 0.73II. S D1= 0.39

5. SEISMIC DESIGN CATEGORY = D6. BASIC SEISMIC-FORCE-RESISTING SYSTEM = MULTIPLE7. DESIGN BASE SHEAR, V = CsW8. SEISMIC RESPONSE COEFFICIENT,CS = MULTIPLE9. RESPONSE MODIFICATION FACTOR, R = MULTIPLE10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS

F. DESIGN LOAD COMBINATIONS1. D2. D + L3. D + (Lr OR S OR R)4. D + 0.75L + 0.75(Lr OR S OR R)5. D + (0.6W OR 0.7E)6. D + 0.75L + 0.75(0.6W) + 0.75(Lr OR S OR R)

7. D + 0.75L + 0.75(0.7E) + 0.75S8. 0.6D + 0.6W9. 0.6D + 0.7ESTRESS INCREASES: INCREASES IN ALLOWABLE STRESSES SPECIFIED IN THE APPROPRIATEMATERIAL CHAPTER OR THE REFERENCED STANDARDS SHALL NOT BE USED WITH THE LOADCOMBINATIONS, EXCEPT THAT A DURATION OF LOAD INCREASE SHALL BE PERMITTED INACCORDANCE WITH CHAPTER 23.

3. SHALLOW FOUNDATIONS AND BUILDING PAD:A. DESIGN PARAMETERS: THE FOUNDATION HAS BEEN DESIGNED USING THE FOLLOWING

ASSUMPTIONS. DESIGN "NET" SOIL BEARING PRESSURE 3000 PSF MAXIMUM TOTALFOUNDATION AND SLAB SETTLEMENT 1" AND DIFFERENTIAL SETTLEMENT 1/2" OVER ADISTANCE OF 30 FEET. MINIMUM SUBGRADE MODULUS 120 PCI. FROST PENETRATION 30INCHES BELOW ADJACENT FINISHED GRADE. ALL DESIGN PARAMETERS SHALL BE VERIFIEDBY A QUALIFIED GEOTECHNICAL ENGINEER. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO REPORT ADVERSE CONDITIONS.

B. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH CIVIL DRAWINGS,SPECIFICATIONS AND GEOTECHNICAL REPORT No. 2015.0931.01, PREPARED BY UNITEDCONSULTING, DATED OCTOBER 22, 2015. THE MOST CONSERVATIVE RECOMMENDATIONS SHALLGOVERN.

INSPECTION OF FABRICATORS (1704.2.5)

SOILS: (1705.6)

1 APPLICABLE ELEMENT (FABRICATOR CERTIFICATION REQUIREMENTS)

a. STRUCTURAL STEEL (AISC CERTIFIED FOR CONVENTIONAL STEEL BUILDING OR APPROVED EQUAL BY THEBUILDING OFFICIAL).-APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTENPROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BYAN APPROVED SPECIAL INSPECTION AGENCY.

2. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL

a. FABRICATION AND IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL VERIFY THAT THEFABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDEA BASIS FOR INSPECTION, CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TOCONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIALINSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THECODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK.

3. WHEN SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE BUILDING OFFICIAL

a. UPON COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATEOF THE COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED INACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

PERIODIC

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

FREQUENCY REFERENCEDSTANDARD

GEOTECHNICALENGINEERINGREPORT


1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TOACHIEVE THE DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVEREACHED PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILLMATERIALS.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSESDURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE ANDVERIFY THAT SITE HAS BEEN PREPARED PROPERLY.




1. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE

2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

3. MATERIAL IDENTIFICATION (TYPE/GRADE)

4. WELDER IDENTIFICATION SYSTEM

5. CONFIGURATION AND FINISH OF ACCESS HOLES

7. CHECK WELDING EQUIPMENT

PERIODIC

PERIODIC

FREQUENCY REFERENCED STANDARD

PERIODIC

6. FIT-UP OF FILLET WELDS

1. USE OF QUALIFIED WELDERS

2. CONTROL AND HANDLING OF WELDING CONSUMABLES

a. PACKAGING

b. EXPOSURE CONTROL

3. NO WELDING OVER CRACKED TACK WELDS

4. ENVIRONMENTAL CONDITIONS

5. WELDING PROCEDURE SPECIFICATIONS (WPS) FOLLOWED

6. WELDING TECHNIQUES

INSPECTION TASKS AFTER WELDING (AISC 360-10 TABLE N5.4-3)

1. WELDS CLEANED

2. SIZE, LENGTH AND LOCATION OF WELDS

3. WELDS MEET VISUAL ACCEPTANCE CRITERIA

4. ARC STRIKES

5. REPAIR ACTIVITIES

6. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

INSPECTION TASKS AFTER BOLTING (AISC 360-10 TABLE N5.6-3)

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS

OTHER INSPECTION TASKS (AISC 360-10 SECTION N5.7)

1. VERIFY COMPLIANCE OF FABRICATED STEEL WITH THE DETAILS SHOWN ON THEAPPROVED SHOP DRAWINGS.

2. VERIFY COMPLIANCE OF THE ERECTED STEEL FRAME WITH THE DETAILS SHOWNON THE APPROVED ERECTION DRAWINGS, INCLUDING BRACES, STIFFENERS,MEMBER LOCATIONS AND JOINT DETAILS.

3. ANCHOR RODS AND OTHER EMBEDMENTS SUPPORT STRUCTURAL STEEL

b. VERIFY THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE.

a. VERIFY THE DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OREMBEDDED ITEM.

CONTINUOUS

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

INSPECTION TASKS DURING WELDING (AISC 360-10 TABLE N5.4-2)

5.12

6.5.2, 6.5.3, 5.24, 5.30.1

AWS D1.1/D1.1M

6.3

6.2

6.2

6.4

6.5.2, 5.17

6.2, 5.11

6.4

5.3.1

5.3.2 (SMAW) 5.3.3 (SAW)

5.18

STRUCTURAL STEEL CONSTRUCTION (IBC-12 SECTION 1705.2, AISC 360-10 CHAPER N,AISC 341-10 CHAPER J

6.2

PERIODIC 5.30.1

CONTINUOUS 6.5.1

CONTINUOUS 6.5.3, TABLE 6.1

CONTINUOUS 5.29

CONTINUOUS 6.5.3, 5.26

CONTINUOUS 6.5.4, 6.5.5

AWS D1.1/S1.1M

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

INSPECTION TASKS PRIOR TO WELDING (AISC 360-10 TABLE N5.4-2) AWS D1.1/D1.1M

6.3.3, 6.5.2, 5.5, 5.2.1

STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (IBC 12 TABLE 1705.2.2)

1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:

a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS

b. MANUFACTURER'S CERTIFIED TEST REPORTS.

FREQUENCY REFERENCEDSTANDARD

PERIODIC

PERIODIC

5.15, 5.18, 5.22.1PERIODIC

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

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PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

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G5MU705

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REV.

20150400.0




CANOPY

REUSE OF THIS DRAWING IN ANY MANNER IS STRICTLY PROHIBITEDWITHOUT THE WRITTEN APPROVAL OF BARRY LEVIN & ASSOCIATES, INC.

& ASSOCIATES301 PERIMETER CENTER NORTH

SUITE 100 ATLANTA, GEORGIA 30346PHONE 770−457−2376 FAX 770−457−0514

WWW.BARRYLEVIN.COM

STRUCTURAL ENGINEERS

BARRY LEVIN

C:\Users\lcrenshaw\Revit\Saratoga Springs, UT - Structural Canopy - 46x149 5 PURLIN_LCrenshaw.rvt

B LEVIN

L CRENSHAW

B BORNHORST

K CABRERA

S1

STRUCTURALGENERAL NOTES

STRUCTURAL GENERAL NOTES:

1

12/29/2015 PERMIT SUBMISSION SET05/31/2016 #1 RESPONSES TO AHJ

COMMENTS06/27/2016 #2 OUT TO BID SET

3' -

6"9'

- 4"

10' -

2"

10' -

2"

9' -

4"

14' -

1"

17' -

10"

14' -

1"

46' -

0" O

/O F

ASC

IA

S P

S P

S P

S P

S P

S P

PURLIN SPLICE9' - 10"

PURLIN SPLICE9' - 10"

OU

TRIG

GER

LAY

OU

T

7"44

' - 1

0" O

/O D

ECK

PAN

ELS

7"

COL = BMS (TYP, U.N.O.)

13' - 8" 26' - 0" 21' - 7 1/2" 26' - 5" 21' - 7 1/2" 26' - 0" 13' - 8"4'

- 8"

6' -

4 1/

2"26

' - 0

"13

' - 7

1/2

"

W16X26 W16X26

W16X26 W16X26

W16X26 W16X26 W16X26

HSS6X6X5/16HSS10X10X1/2(TYP @ 8 PLCS)

(TYP @ 4 PLCS)

CONVENIENCE STOREBELOW, SEE BULIDINGDRAWINGS

149' - 0" O/O FASCIA

W18

X55

W18

X55

W18

X55

W18

X55

W18

X55

W18

X55

FRAMING PLAN NOTES:1. SEE SHEET S1 FOR STRUCTURAL GENERAL NOTES.2. ALL ELEVATIONS REFERENCED FROM FINISH FLOOR ELEVATION

OF 0'-0" FOR REFERENCE ONLY. SEE CIVIL FOR ACTUAL FINISHFLOOR ELEVATION.

3. S P INDICATES BEAM SPLICE, SEE SECTION D/E1.4. ROOF DECK SHALL BE 3"x16"x20 GA ROLLED EMBOSSED WHITE

ACRYLIC.5. COORDINATE SIGN LOCATIONS WITH SHEET E26. COORDINATE ILLUMINATED SIGN OUTRIGGER LOCATION AND

REQUIREMENTS WITH FMS

69' - 8"

S P S P

3' -

6"

CO

LS

PUR

LIN

S

W16X26

W16X26

W16X26

W16X26

ACCESSHATCH

11' - 3 1/2" 2' - 8" 12' - 8 1/2"

2' -

8"3'

- 6"

3' -

6"2'

- 8"

3' -

6"3'

- 6"

2' -

8"2'

- 8"

2' -

8"2'

- 8"

4' -

0"4'

- 0"

2' -

8"2'

- 8"

2' -

8"

E/DECKE/DECK

@FLANGEBRACE (TYP)

TYP@ SPLICE

HSS COL@ BLDG FRONT HSS COL

@ BLDG REAR

GIRDER

HSS COL@ BLDG REAR

HSS COL@ BLDG FRONT

GIRDER

1E4

3E6

2E5

EE1

DE1

AE1

CE1

5 1/2" (111) DECK PANELS @ 1' - 4" = 148' - 0" 6 1/2"

1 1/2"

1 1/2" 1 1/2"

1 1/2"

ERECTOR'S SCOPE OF WORK:

1. INSTALL STEEL COLUMNS, BEAMS AND PURLINS2. INSTALL CANOPY CEILING DECK AND LIGHTS3. INSTALL COLUMN TRIM4. INSTALL SCUPPER, & OVERFLOWS (IF APPLICABLE) WHERE

SHOWN ON E35. INSTALL OUTRIGGERS AND FASCIA PANELS6. CLEAN & TOUCH UP ALL PRE-FINISHED MATERIAL (CAULK

JOINTS PER SPECIFICATIONS BELOW)7. REMOVE ALL FMS DEBRIS FROM JOB SITE

CAULKING SPECIFICATIONS:

1. CAULK THE FOLLOWING W/ DOW CORNING #999-A WHITESILICONE:1.1. COLUMN TRIMS TO DECK & COLUMN1.2. ALL WHITE MATERIAL JOINTS

2. CAULK THE FOLLOWING W/ OSI SBR-100 RUBBERCAULKING:2.1. GUTTER FLASHING JOINTS2.2. COLUMN TRIM TO COLUMN ABOVE DECK2.3. FLANGE BRACE TO DECK2.4. DECK PENETRATIONS

ITEMS NOT BY FMS:

1. ELECTRICAL2. CONCRETE WORK3. PERMITS4. FURNISH & INSTALL COLUMN BRICKS5. FURNISH LIGHTS6. FURNISH PRICE SIGNS

BE1

ROOF DECK LAYOUT

4E2

2E2

3E2

1E2

DECK OPENING OVERHVAC UNIT FAN

13' -

5 1

/4"

8' -

0"12

' - 6

1/8

"3'

- 6"

8' -

6 5/

8"

5' - 10 3/4" 5' - 4" 5' - 4" 5' - 4" 4' - 6 1/4"

S P S PW16X26 W16X26W16X26

C6x8.2

L5x3x1/4

L5x3x1/4

EQEQ

EQEQ

HE1

C6x8.2

L5x3x1/4

L5x3x1/4

EQEQ

EQEQ

4' - 0" 2' - 6"2' - 6" 4' - 0"

1' - 10 1/2"(5) EQ SPA @ 2' - 8" = 13' - 4"2' - 8"(21) EQ SPA @ 5' - 4" = 112' - 0"4' - 0"(5) EQ SPA @ 2' - 8" = 13' - 4"

1' - 9 1/2"OUTRIGGER LAYOUT

TYP.

BO

TH S

HO

RT

SID

ES

TYP BOTH LONG SIDES

TRIM ATTACHED W/ 1/8"WHITE POP RIVETS

∠2x2x1/8 SUPPORT ANGLE

(2) #14x3/4" @ EACHDECK RIB

OPENING - SEE PLAN

2 3/

4"2

3/4"

2 3/

4"2

3/4"

3/16"

(4) 5/8"x2" A307 M-BOLTS

DECK TO PURLINCONN (SEE A/E4)

WF BEAM (SEEPLAN) 1/4"x6"x12" SPLICE PLATE

3"x16" ROOF DECK

WF BEAM (SEEPLAN)

DECK TO PURLIN CONN(SEE A/E4) 3"x16" ROOF DECK

OSI FLANGETO DECK

#14x3/4" TUFF-TITES (TYP)

(2) #14x3/4" TUFF-TITES

14GA FLANGE BRACE

SEE PLAN

BRACE#10x1/2" HEXHEADS

∠2x2x1/8 STEELANGLE

∠2x2x1/8 STEELSTIFFENER

3"x16" ROOFDECK

ROOF HATCH

#14x3/4" TUFF TITES

20GA CAP TRIM

20GA TRIM

N

S

W

E

NE

SW

NW

SE

N

REDWOOD ROAD

HEAVY OSICAULK

#10x1/2" HEX HEADS

DECK CAP AROUND EDGES(CUT TO FIT)

STAINLESSSTEEL HINGE

∠2x2x1/8" DECKSUPPORTS

(2) #14x3/4" @ EACHDECK RIB

∠2x2x1/8" HATCHSUPPORT

18GA FLAT BRACING

SEE PLANSEE PLAN

OPENING - SEE PLAN

1/8" WHITE POPRIVETS

WF BEAM (SEEPLAN)

WF BEAM (SEEPLAN)

NOTE :CONNECT C6 TO WF BEAM W/ L3x3x1/4" x4" LG & 2-5/8"DIABOLTS TO WF BM (NOT SHOWN FOR CLARITY)

L3x3x1/4

L5x3x1/4 (LLV)

WF BM(BEYOND)

C6 (SEE PLAN)SEE NOTE 1.

5"

F/CANOPY

END /WF BM=END L5x3

3" x 16" ROOF DECK

2' - 6" 4' - 0" 2' - 6"

5"

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

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REV.

20150400.0




CANOPY




WWW.BARRYLEVIN.COM


BARRY LEVIN


B LEVIN

L CRENSHAW

B BORNHORST

K CABRERA

E1

FRAMING PLAN

3/16" = 1'-0"E11 FRAMING PLAN

1 1/2" = 1'-0"E1C SECTION C-1

1 1/2" = 1'-0"E1D PURLIN SPLICE DETAIL

1 1/2" = 1'-0"E1E FLANGE BRACE DETAIL

1 1/2" = 1'-0"E1A SECTION A-1

1 1/2" = 1'-0"E1B SECTION B-1

1 1/2" = 1'-0"E1H

CANOPY CHANNEL BRACEDETAIL

1

1



GRADE0' - 0"

FASCIA-1 COLUMNSSTUBCOL

FASCIA-2TRIM

14'-6

" M

IN. C

LEA

RA

NC

E6"

3'-9

" 5

E29

E2

149'-0"

18'-9

"

STONE

8'-8

"4"

GRADE0' - 0"

FASCIA-1COLUMNS

STUBCOLFASCIA-2

TRIM

3'-9

"6"

14'-6

" M

IN. C

LEA

RA

NC

E

149'-0"

18'-9

"

STONE

4"8'

-8"

GRADE0' - 0"

COLUMNSSTUBCOL FASCIA-1

TRIM

3'-9

"6"

14'-6

" M

IN. C

LEA

RA

NC

E

46'-0"

18'-9

"

STONE

8'-8

"4"

GRADE0' - 0"

COLUMNS STUBCOLFASCIA-2

TRIM

3'-9

"6"

14'-6

" M

IN. C

LEA

RA

NC

E

46'-0"

18'-9

"

STONE

4"8'

-8"

ACM FASCIA PANELS

(2) #10 3/4" LG. HEX HEADS PER JOINT

FIELD CUT, ROUTE & BEND THIS JOINT TO FIT

CORNER TRIM

18 GA. SCRAP HAT18 GA. SCRAP HAT

149'-0" FASCIA

12"

28 1/2"

4 1/2"

3'-9"

6"

18 GA. SCRAP HAT18 GA. SCRAP HAT 18 GA. SCRAP HAT

46'-0" FASCIA

12"

28 1/2"

4 1/2"

3'-9"

6"

NOTE: ACTUAL SIGN LOCATIONS ARE SITE SPECIFIC AND SUBJECTTO CHANGE, SIGN SUPPORTS ARE PROVIDED AT EACH CORNER

#BP1 18 GA. SCRAP HAT

#OR1 OUTRIGGER (TYP.)

18 GA. SCRAP HAT

#OR1 OUTRIGGER (TYP.)

18 GA. SCRAP HAT

18 GA. SCRAP HAT

VARIES

VARIES

9'-11 3/4"

4"

9'-11 3/4"

1"

4" 1/8"

SEE

PLA

N

E26

FINISH SCHEDULE

ACM (ALUMINUM COMPOSITE MATERIAL)

ACM (ALUMINUM COMPOSITE MATERIAL)

20 GA. SHEET METAL

SEE STRUCTURAL DRAWINGS

---

SEE STRUCTURAL DRAWINGS

FASCIA-1

FASCIA-2

TRIM-1

COLUMNS

STONE

STUBCOL

ACM FASCIA "BRUSHED ALUMINUM"

ACM FASCIA "COBBLE BROWN" SW #6082

6" HT PRE-FINISHED METAL ACCENT BAND"PROGRAM RED BY ALCOA

PAINTED 'DORMER BROWN' SW #7521

CLIFFSTONE "MESQUITE" BY ELDORADOSTONE

PAINTED 'DORMER BROWN' SW #7521

FURNISHED & INSTALLED BY FMS



FURNISHED & INSTALLED BY FMSPAINTED BY SITE CONTRACTOR IN FIELD



3/16" = 1'-0"2 REAR ELEVATION (EAST)

3/16" = 1'-0"1 FRONT ELEVATION (WEST)

3/16" = 1'-0"3 RIGHT ELEVATION (SOUTH)

3/16" = 1'-0"4 LEFT ELEVATION (NORTH)

N.T.S.E25 ACM SEAM DETAIL

N.T.S.E26 CORNER TRIM DETAIL

N.T.S.E27 SIGN SUPPORT DETAIL - ELEVATIONS 1 & 2

N.T.S.E28 SIGN SUPPORT DETAIL - ELEVATIONS 3 & 4

1/4" = 1'-0"9 SECTION 'E' - CORNER FASCIA DETAIL (TYP.)

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FMS JOB NUMBER

FMS MODEL NUMBER

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DATE DESCRIPTION

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PROJECT MANAGER

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SHEET NUMBER

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REV.

20150400.0




CANOPY


HUGHES THOMPSON

CHRIS CERBO

MUGDHA CHAWATHE

KLITON SHEHU

E2

ELEVATIONS

1

1

1

1 1

1 1

1 1 1 1

1111

2

2

2

2

2



14'-1

"17

'-10"

14'-1

"

13'-8" 26'-0" C/C COLUMNS & BEAMS 21'-9" C/C COLUMNS & BEAMS 26'-2" C/C STUB COLUMNS & BEAMS 21'-9" C/C COLUMNS & BEAMS 26'-0" C/C COLUMNS & BEAMS 13'-8"

7'-10" 18'-8" 18'-8" 58'-8" 18'-8" 18'-8" 7'-10"

1" 26'-8" 31'-10" 31'-10" 31'-10" 26'-8" 1"3'

-6"

9'-4

"10

'-2"

10'-2

"9'

-4"

3'-6

" 5'-9

"16

'-0"

18'-6

"5'

-9"

STORMWATER DRAINAGEENCLOSURE, COORDINATEWITH FMS

OVERFLOW - FURNISHED &INSTALLED BY FMS EXACTLOCATIONS COORDINATED BY FMS

CANOPY LIGHTING FIXTURES,REFER TO CIVIL DRAWINGS FORPHOTOMETIRC SITE PLAN FORLIGHTING SPECIFICATIONS

"MURPHY LOGO"ILLUMINATED SIGNPANEL FURNISHED &INSTALLED BY FMS

LIGHTING LAYOUT

LIG

HTI

NG

LAY

OU

T

1"22

'-11"

22'-1

1"1"

E3A

SOFFIT LAYOUT

SOFF

IT L

AYO

UT

E3B

149'-0" O/O FASCIA

46'-0

"

9"

1"

#20F1 EMBOSSED WHITE ACRYLICOVERFLOW (CENTER OVERNOTCH IN SOFFIT)

999-A WHITE SILICONECAULK (WATER TIGHT)

#10 X 1/2" TEK

1" 7" 1"

9"

1"

FIELD NOTCH SOFFIT 2" X 7" FOR OVERFLOW

#20F1 EMBOSSED WHITE ACRYLIC OVERFLOW(CENTER OVER NOTCH IN SOFFIT)

#10 X 1/2" TEK

999-A WHITE SILICONECAULK (WATER TIGHT)

OUTLINE OF SOFFIT

OVERLAP TAB AND FASTEN W/1/8" POP RIVETS @ 3" O.C. +/-

#BA2 FIELD INSTALLED ANGLE TOSUPPORT CORNER FOR CAULKING

OUTLINE OF SOFFIT

OUTLINE OF DECK

#BA2 FIELD INSTALLED ANGLE TOSUPPORT CORNER FOR CAULKING

1/8" WHITE POP RIVETS(TYP. @ CORNERS)

8"

2 1/2" 5 1/2"

OSI SBR-100RUBBER CAULK

FACE 1/8" POPS EXPOSED & #10 HEXHEADS HIDDEN @ 3" MIN. O.C.

2"

CANOPY NOTES1. DECK LIGHTS TO BE INSTALLED IN THE CENTER OF DECK PANS2. DECK LIGHTS FURNISHED BY CUSTOMER AND INSTALLED BY FMS3. WIRING BY SITE ELECTRICAL CONTRACTOR IN THE FIELD4. SEE APPROVED PHOTOMETRICS PROVIDED BY OTHERS5. OVERFLOWS AND GUTTER SEAM LOCATIONS TO BE COORDINATED BY FMS6. ALL CANOPY COLUMNS TO RECEIVE 4" ROOF DRAIN LEADERS

8"#20F1 EMBOSSED WHITE ACRYLICOVERFLOW (CENTER OVERNOTCH IN SOFFIT)

FIELD NOTCH SOFFIT 2" X 7"FOR OVERFLOW

20 GA. EMBOSSED WHITEACRYLIC CEILING DECK

20 GA. WHITE ACRYLICSOFFIT/GUTTER

8" 1"

1"1"

6 1/

2"

1"

3 1/

2"

5 1/

2"

2" A1

E3A2

E3

3/16" = 1'-0"1 LIGHTING & SOFFIT LAYOUT

N.T.S.E3A2 SECTION

N.T.S.E3A1 SECTION

N.T.S.E3B CORNER DETAIL

N.T.S.E3C TYP. SOFFIT LAPS

N.T.S.E3A 'A' OVERFLOW DETAIL

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

XXXXXX



REV.

20150400.0




CANOPY


HUGHES THOMPSON

CHRIS CERBO

MUGDHA CHAWATHE

KLITON SHEHU

E3

LIGHTING & SOFFITPLAN



20 GA SHEETMETAL "Z"-OUTRIGGER MEMBERS (TYPE-1) @5'-4" O.C. (MAX)

(3) #14 x 3/4" LG TEKSCREWS

WF GDR

WF

BEAM

3"x16" ROLLED DECK EMBOSSEDWHITE ACRYLIC (SEE E1)

20 GA EMBOSSEDACCENT TRIM HSS COL TYP

(SEE PLAN)

EMBOSSED WHITEACRYLIC COLUMNTRIM

COLBME/DECK

F/CANOPY

#12x3/4" LG TEK SCREWS@ 18" O.C.

CANOPY GUTTER DRAIN TYP.COORDINATE PIPE LOCATIONSWITH CIVIL

E4A

E4B

E5A

E5B

E5C O.H.

6"

20 GA SHEETMETAL "Z"-OUTRIGGER MEMBERS (TYPE-1) @

5'-4" O.C. (MAX)


WF GDR

WF

BEAM

3"x16" ROLLED DECK EMBOSSEDWHITE ACRYLIC (SEE E1)

20 GA EMBOSSEDACCENT TRIM

BMCOL

20 GA EMBOSSED WHITE COLUMNTRIM

HSS COL(SEE PLAN)

1/2"x3"x3" GUSSET PLATE ATCENTER OF COLUMN

TOP OF BUILDING WALL

BUILDING ROOF STEEL

HSS 6x6 STUB COL (SEE PLAN)

1"x12" PLATES(4) 3/4"Øx3 1/4" A307

BOLTS

SEE PLAN SEE PLAN SEE PLAN

NOTE: SEE BUILDING PLANFOR CONNECTION POINTS

FASCIA

E/DECK

F/CANOPY

WF

BEAM

BM

6"3'

- 9"

4' -

3"

7"

SEE PLAN

WF

BEAM

BM

WF

BEAM

BM

SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN

TYP @ COL

7"

BM

WF BM (SEE PLAN)

1/4"Øx1 1/2" A307 BOLTS @ EA RIB/PURLINCONNECTION. ALTERNATE SIDES OF BEAM EVERYOTHER DECK RIB. (SEE NOTE)

3"x16" ROOF DECK

(4) 5/8"Øx2"LG A307BOLTS

WF GDR (SEE PLAN)

NOTE:AT END OF CANOPY, PROVIDE (2) 1/4"Øx1 1/2" A307 BOLTS AT EACH RIB/PURLINCONNECTION FOR A DISTANCE OF 5'-0" (MIN) (4 LOCATIONS) (DO NOT ALTERNATE SIDES)

COL

3/4" CAP PLATE

(4) 5/8"Øx2" LG A307BOLTS

HSS COL (SEEPLAN)

WF GDR (SEE PLAN)

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

XXXXXX



REV.

20150400.0




CANOPY




WWW.BARRYLEVIN.COM


BARRY LEVIN


B LEVIN

L CRENSHAW

B BORNHORST

K CABRERA

E4

SECTION

1 1/2" = 1'-0"E41 SECTION 1-4

1 1/2" = 1'-0"E4A SECTION A-4

1 1/2" = 1'-0"E4B SECTION B-4



HSS COL TYP(SEE PLAN)

EMBOSSED WHITEACRYLIC COLUMNTRIM

COL

#12x3/4" LG TEK SCREWS@ 18" O.C.

CANOPY GUTTER DRAIN TYP.COORDINATE PIPE LOCATIONSWITH CIVIL

E4A E4

B

E5A

TYP @ COL

E5B

E5B

COL

ROOF DRAINSYSTEM, SEE SHEET

E3

WF

BEAM

BM

20 GA SHEETMETAL "Z"-OUTRIGGER MEMBERS (TYPE-1)

@ 5'-4" O.C. (MAX)


WF GDR

WF

BEAM

EMBOSSED WHITEWATER LEADER COVER


BM

PVC WATER LEADER

E/DECK

F/CANOPY

FASCIA

WF

BEAM

BM

WF

BEAM

BM7"

O.H.

4' -

3"

6"3'

- 9"

20 GA SHEETMETAL "Z"-OUTRIGGER MEMBERS (TYPE-1) @5'-4" O.C. (MAX)


WF GDR

WF

BEAM

SEE PLAN

3"16" ROLLED DECK EMBOSSEDWHITE ACRYLIC (SEE E1)


7"

BME/DECK

F/CANOPY

SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN

SEE PLAN SEE PLAN SEE PLAN

SEE PLAN

ONE BEAD OF OSI SBR-100 CAULK

1/8"Ø WHITE POP RIVETS(EXTRA LONG)

#10x1/2" HEX HEADS

20GA EMBOSSED WHITEACRYLIC COLUMN TRIM

HSS COL (SEEPLAN)

#6x3/4" LG S/S FLAT PHILIPSHEAD SCREWS @ 24" O.C.

20GA FASCIA TRIM

20GA ACCENT TRIM

CUT-OUT IS4" WIDE

USE CAULK TAPE ATOUTLET

4"Ø CANOPYOUTLET

4"Ø NO-HUBCONNECTOR

FIELD TO CUT-OUT SOFFITFOR OUTLET

3 1/

2"

3 1/2"

6" 1"

8" 1"

2" 6"

5 1/

2"

#6x3/4" LG S/S FLAT PHILIPSHEAD SCREWS @24" O.C.

20GA FASCIA TRIM

20GA ACCENT TRIM

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

XXXXXX



REV.

20150400.0




CANOPY




WWW.BARRYLEVIN.COM


BARRY LEVIN


B LEVIN

L CRENSHAW

B BORNHORST

K CABRERA

E5

SECTION

1 1/2" = 1'-0"E52 SECTION 2-5

3" = 1'-0"E5A SECTION A-5

3" = 1'-0"E5B SECTION B-5

3" = 1'-0"E5C SECTION C-5

1



WF

GD

R

WF

GD

R

WF

GD

R

20 GA SHEETMETAL "Z"-OUTRIGGERMEMBERS (TYPE-1) @ 5'-4" O.C. (MAX)

(3) #14 x 3/4" LG

E5C

#10x1/2" HEX HEAD

20 GA SHEETMETAL "Z"-OUTRIGGERMEMBERS (TYPE-1) @ 5'-4" O.C. (MAX)

O.H.

20 GA SHEETMETALFLASHING

ACM FASCIA

#10x1/2" HEXHEAD

#10 x 1/2" TEKSCREWS

20 GA FASCIATRIM

20 GA ACCENTTRIM

0.032 GA WHITE EMBOSSEDALUMINUM SOFFIT/GUTTER

#14 x 3/4" LG HEX HEAD SCREWSWITH WASHERS @ 18" O.C.

E/DECK

E/BEAM

F/OUTRIGGER = F/SOFFIT

F/CANOPY

1"

4"

E/DECK

E/BEAM

F/OUTRIGGER = F/SOFFIT

F/CANOPY

4"

5 1/2"4 1/2"

E5C

COL =BM

COL =BM

COL =BM

NOTE:1. DRAWING NOT TO SCALE IN THE HORIZONTAL DIRECTION.2. SEE SHEETS E4 & E5 FOR ADD'L INFORMATION.

CANOPY GUTTER DRAIN, TYP.COORDINATE PIPELOCATIONS WITH CIVIL

WF BM

TYP @ BEAM SPLICE

WF BM WF BM

HSS 10x10 TYP (SEEPLAN)

SEE PLAN SEE PLAN SEE PLAN SEE PLAN

E1D

3"x16" ROLLED DECKEMBOSSED WHITEACRYLIC (SEE E1)

(4) BOLTS (SEE B/E4)

DECK TO PURLINCONN (SEE A/E4)

(2) BUILDING COLUMNS, (2) BEAMSNOT SHOWN FOR CLARITY

WF

GD

R

COL =BM

(4) BOLTS (SEE B/E4)

SEE PLAN

C6, SEE PLAN

SEE PLAN SEE PLAN

C6, SEE PLAN

C6, SEE PLAN

SEE PLAN

C6, SEE PLAN

SEE PLAN

3' -

9"6"

4' -

3"

1"

SEE PLAN

SPLICE SPLICE

SEE PLAN

SEE PLAN

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

XXXXXX



REV.

20150400.0




CANOPY




WWW.BARRYLEVIN.COM


BARRY LEVIN


B LEVIN

L CRENSHAW

B BORNHORST

K CABRERA

E6

SECTION

1 1/2" = 1'-0"E63 SECTION 3-6


COMMENTS

SEE BUILDING FOUNDATION PLAN FORTHE LOCATION AND SIZE OF THEBUILDING FOOTINGS

13' - 8" 26' - 0" 21' - 9" 26' - 2" 21' - 9"

149' - 0" O/O CANOPY

69' - 8"

50' -

2" O

/O M

OD

ULA

R B

UIL

DIN

G

18' -

6"

3"

14' -

1"

17' -

10"

14' -

1"

46' -

0" O

/O C

ANO

PY

F/BLDG FRAME

(2) 1"Ø CONDUITS

(2) 1"Ø CONDUITS

(2) 1"Ø CONDUITS

(2) 1"Ø CONDUITS

26' - 0" 13' - 8"

3"4'

- 5"NOTE:

BUILDING FINISH FLOOR ELEVATION = SEE CIVIL, REFELEVATION = 0'-0"TOP OF ALL FOOTING ELEVATION = (-) 4'-6"

FINISHED FLOOR EL = 4956' - 10 1/4" (SEE CIVIL)

TOP OF FOOTING (T/FTG) EL = 4956' - 0 1/4" TYPICAL

TOP OF FOOTING (T/FTG) EL = 4952' - 4 1/4" TYPICAL

BUILDING

BUILDING

CANOPY

FOUNDATION PLAN NOTES:1. SEE SHEET S1 FOR STRUCTURAL GENERAL NOTES. FOR GEOTECHNICAL REPORT AND

REQUIREMENTS SEE SHEET S1 SECTION 3B.2. ALL ELEVATIONS REFERENCED FROM FINISH FLOOR ELEVATION OF 0'-0" FOR REFERENCE

ONLY. SEE SITE PLAN FOR ACTUAL FINISH FLOOR ELEVATION.3. SEE PLAN FOR TOP OF FOOTING ELEVATION, T/F = TOP OF FOOTING.4. CONTRACTOR TO PREPARE SUBGRADE FOR BUILDING PAD AND PAVING AREAS PER

GEOTECHNICAL ENGINEER'S REPORT AND RECOMMENDATIONS.5. G.C. SHALL COORDINATE ALL BLUMBING DIMENSIONS & INFORMATION WITH DRAWING "P1".6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SOIL CONDITIONS AND SUBGRADE

PREPARATION PER THE GEOTECHNICAL REPORT.7. COORDINATE TANK VENT LOCATIONS WITH CIVIL AND GALLOWAY DRAWINGS (IF APPLICABLE)

FIELD NOTES:1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS.2. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS.3. TOP OF FOOTINGS TO BE LEVEL WITHIN 1/4" TOL.4. SOIL BENEATH FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SUPPORTING

LOADS AS DESCRIBED IN THE GEOTECHNICAL REPORT. SOIL CONDITIONS ARE THECONTRACTOR'S RESPONSIBILITY.

5. SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILITY.6. ALL FIELD WOK BY G.C.

F/BLDGFRAME

F/BLDGFRAME

COL = FTGS (TYP)

AF1

CANOPY DRAIN PIPE, TYP.SEE CIVIL FOR LOCATION

AND DIRECTION

1 1/4" Ø THREADED ROD (ASTM A36)ANCHORS W/HEX NUT & WASHERABOVE, LEVELING HEX NUT BELOWBASE PLATE AND 1/4"x4"x4" SQUAREPLATE W/2 NUTS AT BOTTOM. TACKWELD BOTTOM NUTS TO ANCHOR.

2' -

2"

2"

HSS COL (SEE PLAN)

HOLES FOR ANCHOR BOLTS(ANCHOR Ø+1/4")

PLATE 1-1/4"

3" 9" 9" 3"

2' - 0"

3"9"

9"3"

2' -

0"

5/16TYP

FACE "B"

5/8" GUSSET PLATES, TYP.

FACE "A"

5/16

5/16TYP

5/16

5/16TYP

"T"

2T+1/4 (TYP)"T" = HSS COLWALL THICKNESS

N S

W

ENE

SWNW

SE

N

REDWOOD ROAD

T/FTG EL =SEE PLAN

(2) 1"Ø UNDERGROUNDCONDUITS BY G.C. SEEPLAN FOR DIRECTION

#5 REBAR @ 9" O.C. MAXEACH WAY, TYP. TOP AND

BOTTOM

ROOF DRAIN PIPE TO EXITCOLUMN ABOVE FOUNDATIONAS INDICATED. SEE CIVIL PLANSFOR LOCATION AND DIRECTION

4' -

0"

6x6 HANDHOLE W/12 GA COVER PLATE 8x8FASTEN TO COLUNN W/ #12x3/4" TEK-SCREWS BY FMS

HSS COL SEE PLAN

TOP OF ISLAND

(2) 1"Ø SEALOFFS BY FMS

TOP OF SLAB

2" NON-SHRINK GROUT BYG.C.

BASE PLATE & A.B.'SSEE B/F1 (TYP)

1' -

8" E

MBE

DM

ENT

COL

6"

5-1/2"DIA (MAX) HOLE INCOLUMN FACE "A" FOR ROOFDRAIN PIPE (SEE NOTE 2)1 1

SECTION "1-1"COLUMN FACE "A"

HSS COLUMN

COLUMN FACE "B"

HOLES ARE NOT PERMITTEDON COLUMN FACE "B" AS

SHOWN (TYP)

2' -

0"

7" M

IN

SEE

NO

TE 1

4' - 6" 4' - 6"

9' - 0" SQUARE FOOTING

NOTE:1. BOTTOM OF FOUNDATION SHALL BE PLACED BELOW

THE FROST DEPTH (MIN). FOR ADD'L INFO SEE S1.2. 5 1/2"Ø (MAX) HOLE FOR ROOF DRAIN PIPE SHALL

HAVE SMOOTH CORNERS (WITH A 1/2" RADIUS)LOCATED ON COLUMN FACE AS SHOWN.

GUSSET PL'S, TYP.

10"

Fax: (770) 483-6037


Voice: (800) 366-6385

FMS JOB NUMBER

FMS MODEL NUMBER

COPYRIGHT NOTICE




DATE DESCRIPTION

ISSUE RECORD


PROJECT MANAGER

QUALITY CONTROL

DRAWN BY

PROJECT NAME

PROFESSIONAL SEAL

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

G5MU705

XXXXXX



REV.

20150400.0




CANOPY




WWW.BARRYLEVIN.COM


BARRY LEVIN


B LEVIN

L CRENSHAW

B BORNHORST

K CABRERA

F1

FOUNDATION PLAN

3/16" = 1'-0"F11 FOUNDATION PLAN

1 1/2" = 1'-0"F1B

BASE PLATE AND ANCHOR BOLTDETAIL

3/4" = 1'-0"F1A CANOPY FOOTING DETAIL

DO NOT USE THISDRAWING FORCONSTRUCTION UNLESSAPPROVED BY BLA IN THESPACE BELOW.

DATE:

NAME:

SIGNED:

1



1801 Rockdale Industrial Blvd. , Conyers, Georgia 30012 (V) 800-366-6385 (F) 770-483-6037 FMS Job No: G5MU705

lcrenshaw

Draft

1801 Rockdale Industrial Blvd. , Conyers, Georgia 30012 (V) 800-366-6385 (F) 770-483-6037 FMS Job No: G5MU705

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