1 2 3 structural graphic symbols · sheet section is drawn on b5 s-201 elevation number sheet...

STRUCTURAL GRAPHIC SYMBOLS

SECTION CROSS-REFERENCE SYMBOL

EXTERIOR ELEVATION CROSS-REFERENCE SYMBOL

INTERIOR ELEVATION CROSS-REFERENCE SYMBOL

PLAN DETAIL CROSS-REFERENCE SYMBOL

DETAIL CROSS-REFERENCE SYMBOL

DRAWING TITLE SYMBOL

GRAPHIC BAR SCALE SYMBOL

NORTH ARROW SYMBOL

KEYNOTE SYMBOLCONTINUOUS FOOTING MARK SYMBOL

ELEVATION TARGET SYMBOL

MOMENT CONNECTION SYMBOL

STRUCTURAL GRID REFERENCE SYMBOL

REVISION INDICATOR SYMBOL

BASE PLATE MARK SYMBOL

A3

S-311

SECTION NUMBER

SHEET SECTION IS DRAWN ON

B5

S-201

ELEVATION NUMBER

SHEET ELEVATION IS DRAWN ON

C4

S-203

ELEVATION NUMBER

SHEET ELEVATION IS DRAWN ON

C4

S-312

DETAIL NUMBER

SHEET DETAIL IS DRAWN ON

AREA TO

BE DETAILED

C4

S-312

DETAIL NUMBER

SHEET DETAIL IS DRAWN ON

J7DRAWING TITLE

SCALE: 3/4"=1'-0"

DRAWING TITLE

GRAPHIC BAR SCALE

DRAWING SCALE

DRAWING NUMBER

FIN FLR EL=100'-0"

DESCRIPTION

ELEVATION

STRUCTURAL GRID INDICATOR

STRUCTURAL GRID LINE

1 2

B

A

REVISION AREA

REVISION NUMBER SYMBOL

1

1 BASE PLATE MARK

SPOT FOOTING MARK SYMBOL

1

F1BP1

SPOT FOOTING MARKBASE PLATE MARK

CF1 CONTINUOUS FOOTING MARK

WALL MARK SYMBOL

W1 WALL MARK

16'0 4' 8'

16'0 4' 8'

STRUCTURAL MATERIALS LEGEND

STEEL CAST-IN-PLACE CONCRETE COMPACTED EARTH

A/E ARCHITECT/ENGINEERAB ANCHOR BOLTABAN ABANDONABBRV ABBREVIATIONAC ASPHALTIC CONCRETEACI AMERICAN CONCRETE INSTITUTEACP ASPHALTIC CONCRETE PAVINGACR ACROSSACST ACOUSTICAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADDM ADDENDUMADJ ADJACENT/ADJOININGADMIN ADMINISTRATIONAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFS ABOVE FINISHED SLABAGGR AGGREGATEAHR ANCHORAIA AMERICAN INSTITUTE OF ARCHITECTSAISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTIONAISI AMERICAN IRON AND STEEL INSTITUTEAITC AMERICAN INSTITUTE OF TIMBER

CONSTRUCTIONALNMT ALIGNMENTALT ALTERNATE, ALTERNATIVEALUM ALUMINUMAMT AMOUNTANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA AMERICAN PLYWOOD ASSOCIATIONAPPD APPROVEDAPPROX APPROXIMATEAPPX APPENDIXAR AS REQUIREDARCH ARCHITECTASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASPH ASPHALTASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONSASSN ASSOCIATIONASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALSATCH ATTACHMENTATTN ATTENTIONAWS AMERICAN WELDING SOCIETYAZ AZIMUTHB&F BELL AND FLANGEBAL BALANCEB/B BACK TO BACKBC BOTTOM CHORDBD BOARDBDRY BOUNDARYBEV BEVELBFF BELOW FINISH FLOORBKG BACKINGBKGD BACKGROUNDBLD BUILDBLDG BUILDINGBLK BLOCK/BLOCKINGBLT BUILTBLVD BOULEVARDBLW BELOWBM BEAMBO BOTTOM OFBOS BOTTOM OF STEELBOT BOTTOMB PL BASE PLATEBRCG BRACINGBRDG BRIDGINGBRG BEARINGBRG PL BEARING PLATEBS BOTH SIDESBSMT BASEMENTBT WLD BUTT WELDBTWN BETWEENC CHANNELC/C CENTER TO CENTERCAM CAMBERCAN CANOPYCD CONSTRUCTION DOCUMENTS, CONTRACT

DOCUMENTSCEM CEMENTCHFR CHAMFERCHKD CHECKED/CHECKEREDCI CAST IRONCIP CAST-IN-PLACECJ CONSTRUCTION JOINTCJ CONTRACTION JOINTCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARcm CENTIMETERCMU CONCRETE MASONRY UNITCO COMPANYCOA CITY OF ALBUQUERQUECOL COLUMNCOM COMMONCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUS , CONTINUECONTR CONTRACTORCOORD COORDINATECRSI CONCRETE REINFORCING STEEL INSTITUTECSI CONSTRUCTION SPECIFICATIONS INSTITUTECTR CENTERCTRL CONTROLCU CUBICCU YD CUBIC YARDD DEEP, DEPTHD-B DESIGN-BUILDDAT DATUMDBL DOUBLEDEG DEGREEDEL DELETEDEMO DEMOLITIONDET DETAILDEV DEVELOPMENTDFTG DRAFTING

ABBREVIATIONSABBREVIATIONSABBREVIATIONSABBREVIATIONSDIA DIAMETERDIAG DIAGONALDIFF DIFFERENCE, DIFFERENTIALDIM DIMENSIONDIST DISTANCEDIV DIVIDEDJ DOUBLE JOISTDL DEAD LOADDOC DOCUMENTDOUG FIR DOUGLAS FIRDSGN DESIGNDWG DRAWINGDWL/DWLS DOWELSE EAST, MODULUS OF ELASTICITYEA EACHEE EACH ENDEF EACH FACEEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELAST ELASTOMERICELEC ELECTRICELEM ELEMENTARYELEV ELEVATOREMBED EMBEDDED / EMBEDMENTENCL ENCLOSUREENGR ENGINEEREOS EDGE OF SLABEPA ENVIRONMENTAL PROTECTION AGENCYEQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTESCAL ESCALATORESMT EASEMENTEST ESTIMATEETC ET CETERAEW EACH WAYEX EXAMPLEEXC EXCAVATEEXCL EXCLUDEEXIST EXISTINGEXP EXPANSIONEXT EXTERIORF/F FACE TO FACEFAB FABRICFACIL FACILITYFB FLAT BARFD FLOOR DRAINFDTN FOUNDATIONFF FAR FACEFF EL FINISH FLOOR ELEVATIONFIN GR FINISH GRADEFH FLAT HEADFIN FINISHFIN FLR FINISH FLOORFLG FLANGEFLR FLOORFLR SK FLOOR SINKFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF SLABFOS FACE OF STUDFOW FACE OF WALLFR FRAMEFRMG FRAMINGFS FAR SIDEFSTNR FASTENERFT FOOT / FEETFT/LB FOOT/POUNDFT/LBF FOOT/POUND FORCEFTG FOOTINGFUT FUTUREG GIRDERGA GAGEGALV GALVANIZEDGALV STL GALVANIZED STEELGR BM GRADE BEAMGC GENERAL CONTRACTORGEN GENERALGLU LAM GLUED LAMINATED WOODGLZ GLAZINGGOVT GOVERNMENTGRTG GRATINGGT GROUTH HIGHHAS HEADED ANCHOR STUDHC HOLLOW-COREHCP HANDICAPPEDHD HEAVY DUTYHGR HANGERHLDN HOLDDOWNHORIZ HORIZONTALHS HIGH STRENGTHHSKPG HOUSEKEEPINGHSS HOLLOW STRUCTURAL SECTIONS HST HOISTHT HEIGHTIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERIF INSIDE FACEIFS INSIDE FACE OF STUDIN INCHINCL INCLUDEDINFO INFORMATIONIN-LB INCH-POUNDIN-LBF INCH-POUND FORCEINSTL INSTALLINSUL INSULATIONINT INTERIORIR INSIDE RADIUSk KIPK THOUSANDKB KNEE BRACEKCJ KEYED CONTROL JOINTKIP THOUSAND POUNDSKIP FT THOUSAND FOOT/POUNDSKLF KIPS PER LINEAL FOOTKO KNOCK OUTKOP KNOCK OUT PANELKSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCHL ANGLELAM LAMINATELATL LATERALLBF POUND-FORCELBR LUMBERLBS POUNDLD BRG LOAD BEARINGLF LINEAR FEET (FOOT)LIN LINEARLL LIVE LOADLLBB LONG LEG BACK TO BACKLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALLT GA LIGHT GAGELT WT LIGHT WEIGHTLVR LOUVERLWC LIGHTWEIGHT CONCRETEM MOMENTMAINT MAINTENANCEMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMC MOMENT CONNECTIONMCJ MASONRY CONTROL JOINTMD METAL DECKME MECHANICAL ENGINEERMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSML MICRO-LAMINATEDML MONOLITHICMO MASONRY OPENINGMS MACHINE SCREWMSL MEAN SEA LEVELMTL METALN NORTHNA NOT APPLICABLENF NEAR FACENIC NOT IN CONTRACTNM NEW MEXICONO NUMBERNOM NOMINALNS NEAR SIDENTS NOT TO SCALEO/O OUT TO OUTOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFS OUTSIDE FACE OF STUDOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPT OPTIONALOR OUTSIDE RADIUSPAR PARALLEL, PARAPETPART PARTIALPC PIECE, PORTLAND CEMENTPCC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPCI PRECAST/PRESTRESSED CONCRETE

INSTITUTEPED PEDESTALPEN PENETRATEPERIM PERIMETERPERP PERPENDICULARPH PHASEPIL PILASTERPL PLATEPLAT PLATFORMPLBG PLUMBINGPLF POUNDS PER LINEAR FOOTPLM PARALLAMPLYWD PLYWOODPOS POSITIONPP PANEL POINTPRCST PRECASTPREFAB PREFABRICATEPRELIM PRELIMINARYPREV PREVIOUSPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POST-TENSIONEDPT CONC POST-TENSIONED CONCRETEPTN PARTITIONPVG PAVINGQTY QUANTITYQUAD QUADRANTR RADIUS, RISERRC REINFORCED CONCRETERD ROAD, ROOF DRAINREC RECESSEDREF REFERENCEREINF REINFORCE/REINFORCEMENTREPL REPLACEREQ REQUIREREQD REQUIREDREV REVISIONRGD INS RIGID INSULATIONRFI REQUEST FOR INFORMATIONRND ROUNDRO ROUGH OPENINGRT RIGHTRVL REVEALS SOUTHSCHEM SCHEMATICSCHED SCHEDULESD SHOP DRAWINGSSDI STEEL DECK INSTITUTESDL SADDLESE STRUCTURAL ENGINEERSECT SECTIONSF SQUARE FEET (FOOT)SHT SHEET, SHAFTSHTHG SHEATHINGSIM SIMILAR

SJI STEEL JOIST INSTITUTESLNT SEALANTSM SMOOTHSP SUMP PITSPA SPACE/SPACESSPEC SPECIFICATIONSPRT SUPPORTSQ SQUARESQ IN SQUARE INCHSQ YD SQUARE YARDSSPC STRUCTURAL STEEL PAINTING COUNCILST STAIRSSTAG STAGGEREDSTD STANDARDSTIF STIFFENERSTIR STIRRUPSTAG STAGGEREDSTD STANDARDSTIF STIFFENERSTIR STIRRUPSTL STEELSTL LNTL STEEL LINTELSTL JST STEEL JOISTSTL PL STEEL PLATESTL RF DK STEEL ROOF DECKSTR STRINGERSSTRUCT STRUCTURALSUB SUBSTITUTESUF SUFFICIENTSUP SUPPLEMENTARYSUPPL SUPPLEMENTSYM SYMBOLSYMM SYMMETRICALSYS SYSTEMT TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVETAN TANGENTTB THRU BOLTTEMP TEMPORARYTHD THREADTHK THICKNESSTHRU THROUGHTJI TRUSS JOIST INSTITUTETO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOC FTG TOP OF CONCRETE FOOTINGTOC WALL TOP OF CONCRETE WALLTOF TOP OF FOOTINGTOG TOP OF GRATETOJ TOP OF JOISTTOL TOLERANCETOM TOP OF MASONRYTOP TOP OF PARAPETTOS TOP OF SLABTOS TOP OF STEELTOW TOP OF WALLTRANS TRANSVERSETRNBKL TURNBUCKLETYP TYPICALUBC UNIFORM BUILDING CODEUNO UNLESS NOTED OTHERWISEVAR VARIESVERT VERTICALVIF VERIFY IN FIELDVNR VENEERVR VAPOR RETARDERVRFY VERIFYW WEST, WIDEW/ WITHW/O WITHOUTWBL WOOD BLOCKINGWD WOODWF WIDE FLANGEWF BM WIDE FLANGE BEAMWL WIND LOADWLD WELDEDWM WIRE MESHWP WATERPROOFINGWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHX BRACE CROSS BRACINGXXH DOUBLE EXTRA HEAVYYD YARD

REVISIONDATE

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S-001

ABBREVIATIONS

AND LEGENDS

03-19-2019

C137127K MORIN

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REVISIONDATE

DESIGNED BY:

DRAWN BY:

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S-002

GENERAL

STRUCTURAL

NOTES

03-19-2019

C137127K MORIN

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GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTESCODES AND MANUALS:

IBC-15 INTERNATIONAL BUILDING CODE 2015ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESAISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGSSDI DIAPHRAGM DESIGN MANUAL, 3RD EDITIONANSI/SDI RD1.0-06 STANDARD FOR STEEL ROOF DECKAISI S100-12 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AISI S210-12 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING – FLOOR AND ROOF SYSTEM DESIGNMBMA METAL BUILDING SYSTEMS MANUAL, 2007 EDITIONACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEAWS D1.1-04 STRUCTURAL WELDING CODE – STEELAWS D1.3-98 STRUCTURAL WELDING CODE – SHEET STEEL

DESIGN CRITERIA:

VERTICAL:

ROOF LIVE LOAD: LR = 20*R1*R2 20 PSFREDUCTION FACTOR BASED ON TRIB AREA R1=1.0

REDUCTION FACTOR BASED ON ROOF SLOPE R2=1.0

SNOW LOADGROUND SNOW LOAD PG=10 PSFFLAT ROOF SNOW LOAD** PF=6.7 PSFSNOW EXPOSURE FACTOR CE=1.0SNOW LOAD IMPORTANCE FACTOR IS=0.80THERMAL FACTOR CT=1.2**INCLUDES 5 PSF RAIN-ON SNOW SURCHARGE LOAD

HORIZONTAL:

WINDULTIMATE DESIGN WIND SPEED 105 MPHRISK CATEGORY IEXPOSURE CINTERNAL PRESSURE COEFFICIENT GCPI=0.00

GENERAL:

STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO THE SHOP DRAWINGS AND FIELD WORK.

COORDINATE DIMENSIONS OF ALL OPENINGS, DEPRESSIONS, BLOCKOUTS, ETC. WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. THE STRUCTURAL DRAWINGS ONLY REPRESENT A PORTION OF THE REQUIREMENTS FOR THE PROJECT.

CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.

SHOP DRAWINGS SHALL BE FURNISHED AND REVIEWED BEFORE ANY FABRICATION OR ERECTION IS STARTED. THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ARCHITECT FOR REVIEW. POORLY EXECUTED SHOP DRAWINGS WILL BE REJECTED AND SHALL BE RESUBMITTED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION.

TEMPORARY PROVISIONS SHALL BE MADE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION.

NOTCHING OR CUTTING ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE STANDARDS SET FORTH BY OSHA, INCLUDING THE FOLLOWING REQUIREMENTS FROM STANDARDS - 29 CFR, SECTION 1926,SUBPART R:

A. ANCHOR RODS (ANCHOR BOLTS) SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD.

PRIOR TO ERECTION OF COLUMNS, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE STEEL ERECTOR IF THERE HAS BEEN ANY REPAIR, REPLACEMENT OR MODIFICATION OF THE ANCHOR RODS (ANCHOR BOLTS).

PROVIDE STRUCTURAL ENGINEER A COPY OF WRITTEN NOTIFICATION WHEN IT IS PROVIDED TO THE STEEL ERECTOR.

B. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTIL IMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THE EQUIPMENT OR STRUCTURE, OR SHALL BE IMMEDIATELY COVERED.

PROTECTION: PROPER PRECAUTIONS SHALL BE TAKEN AT ALL TIMES TO PROTECT VEHICULAR AND PEDESTRIAN TRAFFIC FROM ANY DAMAGE OR INJURY WHICH MAY BE CAUSED, EITHER DIRECTLY OR INDIRECTLY, BY THE WORK INCLUDED ON THESE DRAWINGS. SUCH PRECAUTIONS SHALL INCLUDE THE ERECTION AND MAINTENANCE OF FENCES, BARRICADES, RAILINGS, GUARDS, SIGNS, COVERINGS, LIGHTS, AND OTHER PRECAUTIONS AS MAY BE REQUIRED. IF AT ANY TIME, IN THE OPINION OF THE OWNER OR THE OWNER’S REPRESENTATIVE, PROPER PRECAUTIONS ARE NOT BEING TAKEN TO SECURE THIS PROTECTION, THE CONTRACTOR SHALL AT NO ADDITIONAL COST TO THE OWNER, INSTALL AND MAINTAIN SUCH ADDITIONAL PROTECTION AS MAY BE DIRECTED BY THE OWNER.

POLLUTION CONTROLS: USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN THE AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

DRAWINGS:

DO NOT SCALE DRAWINGS.

WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED "TYPICAL" APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

POST INSTALLED ANCHORS:

THE STRUCTURAL DESIGN IS BASED ON THE POST INSTALLED ANCHORING SYSTEMS NOTED BELOW. SINCE ANCHOR CAPACITIES VARY BY MANUFACTURER, THE CONTRACTOR SHALL USE ONLY THE SYSTEMS NOTED BELOW UNLESS AN ALTERNATE IS APPROVED BY THE ENGINEER OF RECORD. ALTERNATE ANCHORING SYSTEMS MAY REQUIRE RE-DESIGN TO VERIFY ANCHOR QUANTITIES, SPACING, AND EMBED DEPTHS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL CONSTRUCTION AND RE-DESIGN COSTS ASSOCIATED WITH THE ALTERNATE ANCHORING SYSTEM.

ALL POST INSTALLED MECHANICAL ANCHORS INTO CONCRETE SHALL BE SIMPSON TITEN HD SCREW ANCHOR. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

ANCHOR LENGTHS SHOWN FOR ATTACHMENT TO CONCRETE AND/OR MASONRY ARE REQUIRED EMBEDMENT LENGTHS. THE CONTRACTOR SHALL PROVIDE ANCHORS WITH ADDITIONAL LENGTH TO FACILITATE THE REQUIRED CONNECTION.

SUBMIT ALL PROPOSED ANCHORING SYSTEMS INCLUDING ICC-ES REPORTS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO INSTALLATION. THE ICC–ES FORMS SHALL MEET THE REQUIREMENTS OF THE IBC REFERENCED IN THESE NOTES.

STRUCTURAL AND MISCELLANEOUS STEEL:

ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".ALL MISCELLANEOUS STEEL MEMBERS, SUCH AS CHANNELS, ANGLES, FLAT BARS, AND PLATES SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

ALL RECTANGULAR AND SQUARE STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI OR ASTM 1085, GRADE B, FY = 50 KSI.

ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST STANDARDS OF THE AWS STRUCTURAL WELDING CODE.

STEEL DECK:

ALL STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE SPECIFICATIONS.

SEE PLANS FOR STEEL DECK TYPE, GAGE, FINISH AND CONNECTIONS.

PROVIDE A MINIMUM OF 1 1/2" BEARING FOR ALL STEEL DECK.

ALL SPLICES AND LAPS SHALL BE A MINIMUM OF 2" IN LENGTH AND SHALL BE LOCATED DIRECTLY ABOVE SUPPORTS.

ALL DECKING SHALL BE CONTINUOUS OVER TWO OR MORE SPANS.

COLD-FORMED METAL FRAMING (43 MILS OR HEAVIER):

ALL COLD-FORMED METAL FRAMING SHALL CONFORM TO THE LATEST EDITION OF MBMA METAL BUILDING SYSTEMS MANUAL AND THEAISI STANDARD S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".

ALL MEMBERS SHALL CONFORM TO ASTM 653 GRADE 50.

PROVIDE ALL MISCELLANEOUS ACCESSORIES AND FOLLOW ERECTION PROCEDURES AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE.

FASTEN WELD CLIPS TO COLD-FORMED METAL SHAPES IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS AND LOAD DATA TO PROVIDE AN ALLOWABLE LOAD OF 700# MINIMUM IN THE HORIZONTAL DIRECTION AND 700# MINIMUM IN THE VERTICAL DIRECTION. SEE SHEET S-303 FOR TYPICAL WELD CLIP DETAIL.

SPLICE ALL COLD-FORMED METAL PURLINS WITH A LONG LAP OVER SUPPORTS. SEE C1/S-302 FOR TYPICAL DETAIL.

1. NOTE TO ERECTOR: LATERAL STABILITY OF THE STEEL FRAME IS DEPENDENT UPON THE CANTILEVER COLUMNS. THE ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STEEL FRAME IN ACCORDANCE WITH SECTION 7.10 OF THE AISC CODE OF STANDARD PRACTICES.

2. EXISTING CONSTRUCTION IS PER AVAILABLE EXISTING DRAWINGS. ALL EXISTING CONSTRUCTION AND DIMENSIONS SHALL BE VERIFIED PRIOR TO FABRICATION AND CONSTRUCTION. SHOULD CONDITIONS VARY FROM THOSE SHOWN, CONTACT ENGINEER BEFORE PROCEEDING.

3. BEAMS ARE SPACED EQUALLY BETWEEN COLUMNS UNLESS NOTED OTHERWISE.

1. 1 1/4" PBR METAL PANEL, 26 GAGE, PAINTED METAL DECK -ATTACH TO PURLINS WITH #14 HEX HEAD WITH NEOPRENE WASHERS AT 6" ON CENTER AT PANEL EDGES AND AT 12" ON CENTER AT PANEL FIELD. ATTACH SIDE LAPS AT 6" ON CENTER. SEE FOR SIDE DECK ATTACHMENT DETAIL.

2. PROVIDE 8x2.5C18 BLOCKING AS SHOWN ON PLAN .

3. BASE PLATE SEE DETAIL .


5. GUTTER AS REQUIRED BY OWNER.

6. PURLIN LAP SEE DETAIL .

7. EXISTING DOCK LEVELER.



10. EXISTING LOADING DOCK WALL.

11. EXISTING BOLLARDS TO REMAIN.

12. EXISTING FENCE.

13. EXISTING RAILING.

14. EXISTING LOADING DOCK ELECTRICAL CONTROL PANEL.


16. CONTRACTOR TO SAW CUT AND REMOVE CONCRETE AND SOIL AS REQUIRED TO FACILITATE PLACEMENT OF NEW FOOTING. SAW CUT CONCRETE PER DETAIL .

17. NEW FOOTING SEE FOR TYPICAL SECTION.

/C4 S-302

/A2 S-302

/B1 S-302

/C1 S-302

/B4 S-302

/A4 S-302

/A3 S-302

/A1 S-302

/B1 S-101

/C2 S-303

15' - 3 1/4"

14' - 3 1/4"

FIELD VERIFY

30' - 2"

1' - 2"

6 1/2"

13' -

1 1/8

"

10"

14' - 10 7/16" 15' - 7 5/16" 11' - 1 3/4" 9' - 3 3/4"

4 1/2"

HSS3x3x1/4HSS3x3x1/4HSS3x3x1/4HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS6x6x1/4 HSS3x3x1/4

HSS3x3x1/4

HSS6x6x1/4

12' -

9"

6 1/

2"

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

4

EXIST WALK - IN

COOLER

EXIST BUILDING

EXIST BUILDING

7

7

15

153

9

151515

8

16

11TYP

11TYP

10

10

SLOPE

10

EXIST R

AMP

ALTERNATE #

1

13TYP

13TYP

14

12

12

16

17

16

17

16 17

17

3' - 4

"

3' - 0" SQUARE

EQ EQ

HSS SEE PLAN

1/2" EXP MATL W/ CONT

SEALANT TYP

EXIST SLABEXIST SLAB

1' -

6"

6 - #4 BARS EA WAY TOP & BOT PROVIDE STD HOOK ON BOT BARS

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OP

Y

FO

RT

GIB

SO

N,

OK

LA

HO

MA

S-101

EXIST LOADING

DOCK PLAN -

BASE BID

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

GENERAL SHEET NOTES

SHEET KEYNOTE

SCALE: 1/4" = 1'-0"A1EXIST LOADING DOCK PLAN - BASE BID

8'0 2' 4'

SCALE: 3/4" = 1'-0"B1NEW FOUNDATION SECTION

3'2'1'0

6 1/2"

5 1/2"

11"

8' - 5 1/2"

FIELD VERIFY

9' - 10"

HSS3x3x1/4

HSS3x3x1/4HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

5 1/

2"1'

- 2

"

6 1/2

"

6' - 10"

FIE

LD V

ER

IFY

7' -

9"

11' -

8 1/4

"

8' - 1

0 3/4

"

17' -

9 1/2

"

15' -

0"

15' -

0"

9' - 3 3/4" 3' - 0 1/2"

17' -

9 1/2

"

6' - 0 5/16"

6 1/2

"

3' - 0 1/2"

9

4

EXIST WALK - IN

COOLER

EXIST BUILDING

EXIST BUILDING

9

8

8

8

88 8 8

15

12

12

10

10

SLOPE

EXIST R

AMP

BASE BID

13TYP

11TYP















12. EXISTING FENCE.






/C4 S-302

/A2 S-302

/B1 S-302

/C1 S-302

/B4 S-302

/A4 S-302

/A3 S-302

/A1 S-302

/B1 S-101

/C2 S-303

REVISIONDATE

DESIGNED BY:

DRAWN BY:

FILE NAME:

JOB NUMBER:

DATE:

SCALE:

1

A

B

2 3

C

1 2 3

4

A

B

4

C

MARK

REVISIONS

of

File

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e/T

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As indicated

C:\R

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S-102

EXIST LOADING

DOCK PLAN -

ALTERNATE #1

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

SCALE: 1/4" = 1'-0"A1EXIST LOADING DOCK PLAN - ALTERNATE #1

8'0 2' 4'

GENERAL SHEET NOTES

SHEET KEYNOTE

C9x

15

C9x

15

C9x

15

8x2.5C12

13' - 4 3/4" 15' - 7 5/16" 11' - 1 3/4" 9' - 3 3/4"

C9x

15

W12

x26

15' - 3 1/4"

14' - 3 1/4"

29' - 6 1/2"

13' -

1 1/8

"

C9x15

C9x15

8x2.5C12

C9x15 LOW

HSS6x6x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4HSS3x3x1/4 HSS3x3x1/4

HSS3x3x1/4


A2

S-301

A3

S-301

12' -

9"

3 1/

4"

1 13/16"

2 3/16

"

A4

S-301

A2

S-303

2"

1

1

DECK BRG= 112' - 11 1/4"

DECK BRG= 112' - 4 3/4"8x2.5C12

DECK BRG= 111' - 8"

SLO

PE

SLO

PE

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

B2

S-302

B2

S-302

1 1/

2"

EXIST BUILDING

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x2.5C12 8x2.5C12

W12

x26

8x2.5C12

C9x15

6TYP

6TYP

6TYP

6TYP

A1

S-303

2

22

2

2

5

2

2

2

2

5

2

2

C4

S-303TYP

C4

S-303

TYP

C4

S-303

C4

S-303

TYP

C4

S-303

C3

S-302

C4

S-303

TYP

12

12

12

2 1/2" CLR

BASE BID

B2

S-302

A2

S-301

SIM

5

5 5

2' - 6

"

EQ EQ

C1

S-303

B1

S-303















12. EXISTING FENCE.






/C4 S-302

/A2 S-302

/B1 S-302

/C1 S-302

/B4 S-302

/A4 S-302

/A3 S-302

/A1 S-302

/B1 S-101

/C2 S-303

REVISIONDATE

DESIGNED BY:

DRAWN BY:

FILE NAME:

JOB NUMBER:

DATE:

SCALE:

1

A

B

2 3

C

1 2 3

4

A

B

4

C

MARK

REVISIONS

of

File

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As indicated

C:\R

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S-103

CANOPY

FRAMING PLAN -

BASE BID

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

SCALE: 1/4" = 1'-0"A1CANOPY FRAMING PLAN - BASE BID

GENERAL SHEET NOTES

SHEET KEYNOTE

8'0 2' 4'

A1

S-301

B3

S-301

B2

S-301

B4

S-301

B1

S-301

HSS3x3x1/4

3 1/

4"

8' - 5 1/2"

1 1/2"

2 1/2"

17' -

9 1/2

"

15' -

0"

11' -

8 1/4

"

8' - 1

0 3/4

"

6' -

1 1

/2"

2 1/

2"

9' - 3 3/4" 3' - 0 1/2"

C6x13

C6x

13

C9x

15

C9x

15

C6x13

C6x13

8x2.

5C16

8x2.

5C16

C6x13

3"

W6x12

HSS3x3x1/4

HSS3x3x1/4

HANGER

HSS3x3x1/4


HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

HSS3x3x1/4

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

1

1

DECK BRG= 110' - 5 3/8"

DECK BRG= 110' - 1 3/4"

8x2.5C16

DECK BRG= 110' - 1 3/4"

DECK BRG= 110' - 6 1/8"

SLOPE

SLOPE

SLO

PE

8x3.5Z12

2"

8x3.5Z12

C3

S-303

B2

S-302

B1

S-301 6" FIELD VERIFY

EXIST BUILDING

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.

5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x3.5Z12

8x2.

5C16

8x2.

5C16

8x2.

5C16

8x2.5C16

6TYP

6

TYP

6TYP

6TYP

5

5

5

52

2

2

2

2

2 2 2

5

58x2.5C16

8x2.

5C16

8x2.

5C16

C2

S-3028x

2.5C

16

5

8x2.5C16

B2

S-303

12

12

12

1

2 1/

2" C

LR

C2

S-302

C2

S-302

8x2.5C16















12. EXISTING FENCE.






/C4 S-302

/A2 S-302

/B1 S-302

/C1 S-302

/B4 S-302

/A4 S-302

/A3 S-302

/A1 S-302

/B1 S-101

/C2 S-303

REVISIONDATE

DESIGNED BY:

DRAWN BY:

FILE NAME:

JOB NUMBER:

DATE:

SCALE:

1

A

B

2 3

C

1 2 3

4

A

B

4

C

MARK

REVISIONS

of

File

Nam

e:

Tec

h:

Dat

e/T

ime:

As indicated

C:\R

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\FT

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7 P

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SO

N,

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LA

HO

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S-104

CANOPY

FRAMING PLAN -

ALTERNATE #1

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

GENERAL SHEET NOTES

SHEET KEYNOTE

8'0 2' 4'SCALE: 1/4" = 1'-0"A1CANOPY FRAMING PLAN - ALTERNATE #1

8'0 2' 4'

DECK BRG EL

SEE PLAN

S-302

B3S-303

B4

TYP

S-302

A4

PURLIN SEE PLAN

WELD CLIP SEE FOR

TYP DETAIL

SEE PLANPURLIN SEE PLAN TYP

WELD CLIP

TYP

/B2 S-303BM SEE

PLAN

HS

S C

OL

SE

E P

LAN

BM SEE PLAN

PURLIN SEE PLAN

DECK BRG EL

SEE PLAN

S-303

B4

TYP

WELD CLIP

TYP

PURLIN SEE PLAN TYP

S-303

B3

BM SEE

PLAN

PURLIN SEE PLAN

DECK BRG EL

SEE PLAN

S-303

B4

TYP

WELD CLIP

TYP

PURLIN SEE PLAN TYP

S-302

A4

SEE PLAN

S-303

C4WF BM SEE

PLAN

HS

S C

OL

SE

E P

LAN

BM SEE PLAN

SIMS-302

B3

S-302

A4

DECK BRG EL

SEE PLAN

S-303

C2

HS

S C

OL

SE

E P

LAN

WELD CLIP SEE FOR TYP DETAIL

/B2 S-303

BEAM SEE

PLAN

PURLIN

SEE PLAN

SEE PLAN

DECK BRG EL

SEE PLAN

PURLIN SEE

PLAN

DECK BRG EL

SEE PLAN

S-303

B4

TYP

WELD CLIP

TYP

PURLIN SEE PLAN

S-302

C4

SEE PLAN

S-302

B3

WELD CLIP SEE FOR

TYP DETAIL/B2 S-303 BM SEE

PLAN

HS

S C

OL

SE

E P

LAN

PURLIN SEE

PLAN

DECK BRG EL

SEE PLAN

S-303

B4

TYP

WELD CLIP

TYP

PURLIN SEE PLAN

HSS HANGER

SEE PLAN

12GA CLOSER CHANNEL

BM SEE PLAN

DECK BRG EL

SEE PLAN

S-303

A3

BM SEE

PLAN

WELD CLIP SEE FOR

TYP DETAIL/B2 S-303

S-302

A4

PURLIN SEE PLAN

DECK BRG EL

SEE PLAN

S-303

B4

TYP

WELD CLIP

TYP

PURLIN SEE PLAN

S-302

B3

WELD CLIP SEE FOR

TYP DETAIL/B2 S-303

SEE PLAN

BM SEE

PLAN

HS

S C

OL

SE

E P

LANEXIST BUILDING

SEE PLAN

PURLIN SEE PLAN

DECK BRG EL

SEE PLAN

S-303

B4

TYP

WELD CLIP

TYP

PURLIN SEE PLAN TYP

S-302

A4

S-302

B3

SIM

WELD CLIP SEE FOR

TYP DETAIL/B2 S-303

SEE PLAN

BM SEE

PLAN

HS

S C

OL

SE

E P

LAN

EXIST FENCE

REVISIONDATE

DESIGNED BY:

DRAWN BY:

FILE NAME:

JOB NUMBER:

DATE:

SCALE:

1

A

B

2 3

C

1 2 3

4

A

B

4

C

MARK

REVISIONS

of

File

Nam

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e/T

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1/2" = 1'-0"

C:\R

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LA

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S-301

SECTIONS

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

SCALE: 1/2" = 1'-0"A2FRAMING SECTION




SCALE: 1/2" = 1'-0"B4FRAMING SECTION



4'0 1' 2'4'0 1' 2'4'0 1' 2'4'0 1' 2'

4'0 1' 2'4'0 1' 2'4'0 1' 2'SCALE: 1/2" = 1'-0"B1FRAMING SECTION

4'0 1' 2'

1" TYPPL 3/8"x7"x0' - 7" W/ 4 - 1/2"DIAx3 1/4"

EMBED SCREW ANCHORS

3/16

HSS COL SEE PLAN

EXIST LOADING DOCK

FIELD VERIFY3 1/2" MIN

1" TYP

1/4" CAP PL

HSS COL SEE PLAN

PL 1/4"x2 1/2"x0' - 2 1/2"

3/16

3/16

BM SEE PLAN

PURLIN SEE PLAN

HSS COL SEE PLAN

1/4" CAP PL @ TOP

OF COL AS REQD

NOTES1 WELD CLIP SHALL BE ONE OF THE

FOLLOWING:A. "UCEC UNICLIP" BY CLARK-DEITRICH

METAL FRAMING.B. "STIFFCLIP LB" BY THE STEEL

NETWORK.C. APPROVED EQUAL

2 FASTEN WELD CLIP TO COLUMN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOAD DATA TO PROVIDE AN ALLOWABLE LOAD PER THE GENERAL STRUCTURAL NOTES.

3 SUBMIT CATALOG DATA AND LOAD CAPACITIES FOR CLIP AND FASTENING TO COLUMN.

1/8

3 LOCATIONS

TYP

1/4" SHEAR TAB

BEAM SEE PLAN

HSS COL SEE PLAN

3/163 SIDES

3/16

EQ

4"E

Q

2 1/2"

PL 3/8x7"x0' - 7" W/ 4 - 1/2"DIAx3 1/4" EMBED SCREW ANCHORS

3/16

HSS COL SEE PLAN

EXIST LOADING DOCK

7"

1"1"

7"

1" EQ EQ 1"

1/2"

1" TYPPL 3/8"x10"x0' - 10" W/ 8 - 1/2"DIAx3

1/4" EMBED SCREW ANCHORS

3/16

HSS COL SEE PLAN

EXIST LOADING DOCK

1" TYP

1" 1"EQ EQ

1"1"

EQ

EQ

10"

10"

NOTE: ATTACH BLOCKING TO C9x15 & WF-BEAMS W/ #14 SCREWS @ 12" OC WHERE OCCURS

PURLINS SEE PLAN

BLOCKING SEE PLAN

COPE BLOCKING

AROUND PURLINSL3x3x18GA W/ 3-#10 SCREWS PER SIDE TYP

MTL DECK DRIP

EDGE ANGLE

12GA CLOSER

CHANNEL

BM SEE PLAN

PURLIN SEE PLAN

DECK BRG EL

SEE PLAN

1/2"x3/32" TAPE SEALER

PIGTAIL TO ENDLAP

1/2"x3/32" TAPE SEALER (CONT @ ENDLAP)

#14 HEX HEAD SCREW & NEOPRENE WASHER @ 6" OC

4"

TOTAL LAP LENGTH2' - 3 1/2"

3/4" 11" 3/4"11"4"

LONG LAP W/ 8-1/2"DIA A307 BOLTS AS SHOWN

PURLIN SEE PLAN

BEAM SEE PLAN

PL 3/8x7"x0' - 7" W/ 3 - 1/2"DIAx3 1/4" EMBED SCREW ANCHORS

3/16

HSS COL SEE PLAN

EXIST LOADING DOCK7"

1"1"

7"

1"

1/2"

1/2"

1" TYPPL 3/8"x7"x0' - 7" W/ 4 - 1/2"DIAx3 1/4"

EMBED SCREW ANCHORS

3/16

HSS COL SEE PLAN

EXIST LOADING DOCK

1" TYP

REVISIONDATE

DESIGNED BY:

DRAWN BY:

FILE NAME:

JOB NUMBER:

DATE:

SCALE:

1

A

B

2 3

C

1 2 3

4

A

B

4

C

MARK

REVISIONS

of

File

Nam

e:

Tec

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Dat

e/T

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As indicated

C:\R

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\FT

GIB

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KC

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LA

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S-302

SECTIONS AND

DETAILS

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

SCALE: 1" = 1'-0"A4FRAMING SECTION

SCALE: 1" = 1'-0"B3FRAMING DETAIL

SCALE: 3/4" = 1'-0"C3FRAMING DETAIL

SCALE: 3/4" = 1'-0"C2FRAMING DETAIL

SCALE: 1" = 1'-0"C4FRAMING SECTION

SCALE: 1" = 1'-0"B4FRAMING SECTION

3'2'1'0

3'2'1'0

3'2'1'0

3'2'1'0

3'2'1'0

SCALE: 3/4" = 1'-0"A2BLOCKING TO PURLIN CONN DETAIL


SCALE: NTSB1DECK ATTACHMENT DETAIL

SCALE: 3/4" = 1'-0"C1TYPICAL PURLIN SPLICE DETAIL

3'2'1'0

3'2'1'0

3'2'1'03'2'1'0

3'2'1'0

3'2'1'0SCALE: 1" = 1'-0"A3FRAMING SECTION

SCALE: 1" = 1'-0"A1FRAMING SECTION

CAP PL @

TOP OF COL

3"3"

3"

2 1/2"

TOS EL

SEE PLAN

SHEAR TAB SEE

TYP/A4 S-303

PL 5/16"x6 1/2"x0'-9" W/

4-3/4"DIA BOLTS

1/4" CAP PL

1/4" SHEAR TAB

HSS HANGER SEE PLAN

3/16

TOS EL

SEE PLAN

TOS EL

SEE PLANEQEQ

1/4" STIFF PL EA SIDE

2 1/2"

EQ

4"E

Q

3/163 SIDES

BM SEE PLAN

SHEAR TAB SEE

3"3"

2 1/2"

/A4 S-303

1. ALL CONNECTION SHEAR TABS SHALL BE PL 1/4" UNLESS NOTED OTHERWISE. PROVIDE 3/16" FILLET WELD EACH SIDE OF SHEAR TAB TO SUPPORTING MEMBER.

2. ALL BOLTS SHALL BE 3/4 " DIAMETER A325N IN STANDARD HOLES AS FOLLOWS UNLESS NOTED OTHERWISE:

2 @ C93 @ W12

MTL DECK DRIP

EDGE ANGLE

12GA CLOSER

CHANNEL

BM SEE PLAN

PURLIN SEE PLAN

GUTTER AS REQD BY

OWNER

EXIST CANOPY

DECK BRG EL

SEE PLAN

EL = ± 107' - 5"

FIELD VERIFY

MTL DECK DRIP

EDGE ANGLE

12GA CLOSER

CHANNEL

BM SEE PLAN

PURLIN SEE PLAN

DECK BRG EL

SEE PLAN

SEE PLAN

EXIST BUILDING

WELD CLIP PER LIGHT GAGE MFR

NOTES1 WELD CLIP SHALL BE ONE OF

THE FOLLOWING:A. "UCEC UNICLIP" BY

CLARK-DEITRICH METAL FRAMING.

B. "STIFFCLIP LB" BY THE STEEL NETWORK.

C. APPROVED EQUAL2 FASTEN WELD CLIP TO PURLIN

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOAD DATA TO PROVIDE AN ALLOWABLE LOAD PER THE GENERAL STRUCTURAL NOTES.

3 SUBMIT CATALOG DATA AND LOAD CAPACITIES FOR CLIP AND FASTENING TO PURLIN.

1/83 LOCATIONS

PURLIN SEE PLAN

BEAM SEE PLAN

WELD CLIP PER LIGHT

GAGE MFR

1/83 LOCATIONS

NOTES1 WELD CLIP SHALL BE ONE OF

THE FOLLOWING:A. "UCEC UNICLIP" BY

CLARK-DEITRICH METAL FRAMING.

B. "STIFFCLIP LB" BY THE STEEL NETWORK.

C. APPROVED EQUAL2 FASTEN WELD CLIP TO PURLIN IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOAD DATA TO PROVIDE AN ALLOWABLE LOAD PER THE GENERAL STRUCTURAL NOTES.

3 SUBMIT CATALOG DATA AND LOAD CAPACITIES FOR CLIP AND FASTENING TO PURLIN.

BEAM SEE PLAN

PURLIN SEE PLAN

SAWCUT SEQUENCE NOTES

1. CORE DRILL CORNERS OF FUTURE OPENING WITH A MIN 4"DIA BIT.

2. SAWCUT SLAB TO OUTSIDE TANGENT OF CORED HOLE. DO NOT CUT BEYOND TANGENT.

3. REMOVE SAWCUT PORTION OF SLAB.

CORE HOLE @ CORNERS TYP

3/8" SHEAR TAB W/ 3-3/4"DIA BOLTS

TOS EL

SEE PLAN

OO

30 < O < 60 60 < O < 90

5/16

NOTE: COPE FLANGES AS

REQD

3/8

INCREASE GAP

PER AWS D1.1

SHEAR TAB SEE

DECK BRG EL

SEE PLAN

/A4 S-303

3"3"

2 1/2"

2"2"2"2"

3/16

PL 3/8"x7"x1'-2" W/

4- 3/4"DIA BOLTS

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S-303

SECTIONS AND

DETAILS

03-19-2019

C137127K MORIN

C ROMERO

Aut

hor

FT GIBSON CANOPY

SCALE: 3/4" = 1'-0"C4BEAM TO COLUMN CONN

3'2'1'0

SCALE: 3/4" = 1'-0"A3HSS POST BEAM HANGER

SCALE: 1" = 1'-0"B3BEAM TO BEAM CONN

3'2'1'0

3'2'1'0SCALE: NTSA4TYPICAL STEEL CONN NOTES

SCALE: 3/4" = 1'-0"C3FRAMING SECTION

3'2'1'0


3'2'1'0

SCALE: 1" = 1'-0"B4TYP WELD CLIP

2'0 1/2' 1'SCALE: 1" = 1'-0"B2TYP WELD CLIP

2'0 1/2' 1'

SCALE: NTSC2NEW OPENING CUT- OUT PROCEDURE

3'2'1'0

3'2'1'0

SCALE: 3/4" = 1'-0"C1SKEWED BEAM TO BEAM CONN

3'2'1'0

SCALE: 3/4" = 1'-0"A1FRAMING DETAIL

SCALE: 3/4" = 1'-0"B1FRAMING DETAIL

1 2 3 structural graphic symbols · sheet section is drawn on b5 s-201 elevation number sheet...

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