general notes - uccs home solar... · the slab and other portions of the superstructure. isolation...

GENERAL NOTES

MINIMUMCEMENT

CONTENTSACKS/C.Y.

USESTRENGTH

(PSI)AIR(1)

SLUMP(IN)

WATER/CEMENTRATIO

MAXAGGRSIZE(IN)

1. GENERAL

2. GOVERNING BUILDING CODE: IBC 2009

3. LIVE LOADS USED IN DESIGN

4. STRUCTURAL STABILITY DURING CONSTRUCTION

5. SUBMITTALS

6. SPECIAL INSPECTIONS

7. FOUNDATIONS - DRILLED PIERS

8. SLAB-ON-GRADE

9. CONCRETE

10. STRUCTURAL STEEL

11. STEEL JOISTS AND JOIST GIRDERS

12. METAL DECK

13. LIGHT GAGE METAL FRAMING

1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED TONOTES:

5.5

7INTERIOR FLATWORK

4500

3000 0-2

5-7

5-7

2-40.45

0.58

0.75

1

FREEZING TEMPERATURES.

DRILLED PIERS

5.53000 0-22-40.65 0.75

GRADE BEAMS 74500 5-72-40.45 1

EXTERIOR FLATWORK64000 0-22-40.57 0.75SLAB ON STEEL DECK

A. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS.

B. ARCHITECT'S APPROVAL MUST BE SECURED FOR AL L SUBSTITUTIONS.

C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL DRAWINGS.

D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND W ALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMEN TS.

A. SEISMIC LOADS PER IBC 2009, ASCE 7-05 1.) OCCUPANCY CATEGORY.................... .........................II 2.) ANALYSIS PROCEDURE............EQUIVQAL ENT LATERAL FORCE PROCEDURE 3.) SEISMIC IMPORTANCE FACTOR, Ie......... ........................1.0 4.) SPECTRAL RESPONSE ACCELERATIONS: a. SHORT PERIOD, Ss.................. ......................0.221 b. ONE SECOND PERIOD, S1............. ......................0.057 5.) SPECTRAL RESPONSE COEFFICIENTS: a. SHORT PERIOD,Sds.................. ......................0.177 b. ONE SECOND PERIOD, Sd1............ ......................0.065 6.) SEISMIC SITE CLASS.................... ..........................C 7.) SEISMIC DESIGN CATEGORY............... ..........................B 8.) SEISMIC FORCE RESISTING SYSTEM.....STE EL SYSTEMS NOT DETAILED FOR SEISMIC RESISTANCE 9.) SEISMIC RESPONSE MODIFICATION COEFFICI ENT, R..................3.0 10.) SEISMIC RESPONSE COEFFICIENT, Cs...... ......................0.044 11.) DESIGN BASE SHEAR..................... ................ 96K (1.0E)

B. WIND PRESSURE PER IBC 2009, ASCE 7-05 1.) BASIC WIND SPEED (3 SEC GUST)......... ....................100 MPH 2.) WIND EXPOSURE CATEGORY................ ..........................C 3.) WIND DIRECTIONALITY FACTOR, Kd........ .......................0.85 4.) WIND TOPOGRAPHIC FACTOR, Kzt.......... ........................1.0 5.) WIND IMPORTANCE FACTOR, Iw............ ........................1.0 6.) INTERNAL PRESSURE COEFFICIENT, GCpi... ...............+0.18, -0.18 7.) WIND IMPORTANCE FACTOR, Iw............ ........................1.0

C. ROOF 1.) GROUND SNOW LOAD, Pg.................. .....................30 PSF 2.) SNOW EXPOSURE FACTOR, Ce.............. ........................1.0 3.) SNOW THERMAL FACTOR, Ct............... ........................1.0 4.) SNOW IMPORTANCE FACTOR, Is............ ........................1.0 5.) MINIMUM FLAT ROOF SNOW LOAD, Pf....... .......30 PSF (NOT REDUCED) 6.) ROOF TOP OR SUSPENDED EQUIPMENT....... ...................AS NOTED

D. OFFICES – THE GREATER OF: 1.) UNIFORM LOAD..................50 PSF + 15 PSF PARTITION ALLOWANCE 2.) CONCENTRATED LOAD ON 2.5 FT x 2.5 FT A REA................2,000 LB

E. LOBBIES & STAIRS........................... ......100 PSF (NOT REDUCED)

F. CORRIDORS: 1.) FIRST FLOOR........................... ......100 PSF (NOT REDUCED) 2.) ABOVE FIRST FLOOR..................... .......80 PSF (NOT REDUCED)

G. STORAGE (LIGHT)............................ ......125 PSF (NOT REDUCED)

H. PLAZA: 1.) PEDESTRIAN ACCESS ONLY................ ......100 PSF (NOT REDUCED) 2.) VEHICULAR AND PEDESTRIAN ACCESS....... ......250 PSF (NOT REDUCED)

A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMP LETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTE D AND BRACED.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS.

C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHA LL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCT ION TO ACHIEVE THE FINAL COMPLETED STRUCTURE.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIO NS. THE CONTRACTOR SHALL EMPLOY A “COMPETENT PERSON” AS DEFINED IN OSHA REGUL ATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL EMPLOY A “QUALIFIED PE RSON” AS DEFINED IN OSHA REGULATIONS TO SPECIFY THE RESOLUTION OF SA FETY ISSUES.

E. THE CONTRACTOR SHALL EMPLOY A QUALIFIED PRO FESSIONAL SHORING SUBCONTRACTOR TO DESIGN AND SUPPLY SHORING SYSTEMS. SUBMIT PROPOSED SHORING PLAN ALONG WITH SHORING DESIGN CALCULATIONS PREPARED BY AND BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO FOR REVIEW BY STRUCTURAL ENGINEER.

F. THE STRUCTURAL STEEL FRAME IS "NON-SELF-SUP PORTING" PER AISC CODE OF STANDARD PRACTICE, 1986. TEMPORARY BRACING SHALL RE MAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOF AND ANY OTHER SUPPORTING ELEMEN TS ARE IN PLACE. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED.

G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDE NTIFYING AND SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED PRINCIPLES OF CONSTR UCTION. THE CONTRACTOR SHALL PROPOSE ALL SUCH MODIFICATIONS TO THE ARCHI TECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.

A. DEFERRED SUBMITTALS: THE FOLLOWING ITEM AR E ENGINEERED BY OTHERS. ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE PROVIDED BY OTHERS FOR REVIEW BY THE STRUCTURAL ENGINEER. AFTER R EVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE BUILDING OFF ICIAL. 1.) TEMPORARY SHORING SYSTEMS 2.) STEEL JOISTS 3.) METAL STAIRS 4.) CURTAIN WALL

B. FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCT URAL ENGINEER.

C. FURNISH TWO SETS OF CONCRETE, GROUT AND MOR TAR MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS P RIOR TO ON-SITE USE OF THESE MATERIALS.

D. GENERAL AND SUB-CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW AL L SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE U SED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS.

A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL W ORK: 1.) 1704.3 STEEL CONSTRUCTION 2.) 1704.4 CONCRETE CONSTRUCTION 3.) 1704.7 SOIL CONDITIONS 4.) 1704.9 PIER FOUNDATIONS

A. REFERENCE PROJECT SOILS REPORT PREPARED BY CTL THOMPSON, INC., NUMBER CS17986-115, DATED MARCH 13, 2013 FOR ADDIT IONAL INFORMATION AND REQUIREMENTS.

B. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EX TEND A MINIMUM OF 30 INCHES BELOW ADJACENT FINAL GRADE.

C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WA LLS OR GRADE BEAMS UNTIL BRACING FLOORS ARE IN PLACE, OR OTHER ADEQUATE BRAC ING IS INSTALLED.

D. ACTIVE LATERAL EARTH PRESSURE USED IN DESIG N:.......................40 PCF

E. AT-REST LATERAL EARTH PRESSURE USED IN DESI GN:......................60 PCF

F. PASSIVE LATERAL EARTH PRESSURE USED IN DESI GN:.....................350 PCF

G. COEFFICIENT OF SLIDING FRICTION:........... ............................0.4

H. FOOTINGS SHALL BE PLACED ON UNDISTURBED NAT URAL MATERIALS. THE CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AN D REPLACE WITH NON-EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD P ROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER.

I. TOTAL LOAD SOIL BEARING PRESSURE USED IN DE SIGN (SITE WALLS):....3,000 PSF

J. MAXIMUM DRILLED PIER END BEARING PRESSURE U SED IN DESIGN:.......30,000 PSF

K. MAXIMUM DRILLED PIER SIDE SHEAR PRESSURE FO R LENGTH OF PENETRATION INTO COMPETENT BEDROCK USED IN DESIGN 1.) RESISTING LOADS ACTING DOWNWARD:...... ......................3,000 PSF 2.) RESISTING LOADS ACTING UPWARD:........ ......................3,000 PSF

L. MINIMUM DRILLED PIER DEAD LOAD END BEARING PRESSURE USED IN DESIGN:............................ .....................10,000 PSF

M. MINIMUM DRILLED PIER PENETRATION INTO COMPE TENT BEDROCK:..............8 FT

N. MINIMUM DRILLED PIER LENGTH:............... ..........................20 FT

O. PROVIDE A CONTINUOUS 4 INCH DEEP VOID SPACE BENEATH GRADE BEAMS AND FOUNDATION WALLS BETWEEN DRILLED PIERS AND BELOW HORIZONTAL PROJECTIONS OF PIER CAPS.

P. CONTRACTOR SHALL NOTIFY SOILS ENGINEER 48 H OURS PRIOR TO DRILLING PIER HOLES.

Q. ALL DRILLED PIER EXCAVATIONS SHALL BE PLUMB , CLEAN AND DRY PRIOR TO PLACEMENT OF CONCRETE.

R. FABRICATE STEEL REINFORCING CAGES RIGIDLY S O AS TO EXPEDITE INSTALLATION IN DRILLED PIER EXCAVATIONS WHILE MINIMIZING D ISTORTION. PLACE CONCRETE INTO EXCAVATION AS SOON AS PRACTICAL AFTER COMPL ETION OF EXCAVATION AND STEEL PLACEMENT. IN ALL CASES, CONCRETE SHALL BE POURED THE SAME DAY AS THE COMPLETED EXCAVATION.

S. PLACE CONCRETE IN EXCAVATIONS GREATER THAN 10 FEET IN DEPTH BY USING A TREMIE OR OTHER ACCEPTABLE METHOD DESIGNED TO PREV ENT SEGREGATION OF AGGREGATE. IN ALL CASES, USE METHOD WHICH PREVENTS CONCRE TE FROM STRIKING REINFORCING CAGE OR SIDES OF EXCAVATION.

T. TAKE CARE TO MAINTAIN CONSTANT PIER DIAMETE R. ENLARGEMENT (MUSHROOMING) OF THE TOP OF THE DRILLED PIERS WILL NOT BE PE RMITTED.

U. CENTER DRILLED PIERS UNDER COLUMNS, GRADE B EAMS AND WALLS UNLESS NOTED OTHERWISE. CONTRACTOR SHALL NOTIFY STRUCTU RAL ENGINEER IF AS-BUILT LOCATION OF DRILLED PIERS IS MORE THAN 2 INCHES IN A NY DIRECTION FROM ITS SPECIFIED PLAN LOCATION.

A. THE SLAB-ON-GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF MOVEMENT.

B. THE PREPARATION OF THE SUBGRADE FOR THE SLA B-ON-GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT RE FERENCED ABOVE; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRA DE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER.

C. MOVEMENT OF THE SLAB-ON-GRADE MAY CAUSE DAM AGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTR UCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING, AND OT HER ITEMS MAY BE REQUIRED; REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BO TH THE SLAB-ON-GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE.

A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGA TE UNLESS NOTED. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE:

B. ALL CONCRETE IN CONTACT WITH SOILS SHALL US E TYPE I-II CEMENT.

C. SEE SPECIFICATIONS FOR ADDITIONAL DURABILIT Y REQUIREMENTS.

D. REINFORCING: MILD STEEL REINFORCING SHALL B E ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 K SI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. E. REINFORCEMENT PROTECTION 1.) CONCRETE PLACED AGAINST EARTH......... .............................3" 2.) CONCRETE PLACED IN FORMS BUT EXPOSED T O WEATHER OR EARTH: a. BARS #5 AND SMALLER............... .........................1-1/2" b. BARS #6 AND LARGER................ .............................2" 3.) COLUMNS, GIRDERS, BEAMS............... .........................1-1/2" 4.) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH...................3/4" 5.) JOISTS................................ .............................1" 6.) CORE WALLS............................ .............................1"

F. NO SPLICES OF REINFORCEMENT PERMITTED EXCEP T AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 B AR DIAMETERS MINIMUM. G. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILI NG MANUAL", PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING REINF ORCING CONTINUITY AT CONSTRUCTION JOINTS.

H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY S UPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS.

I. PLACE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECT ION AROUND OPENINGS IN CONCRETE; PLACE 1-#4 (IN TOPPING) WITH 2'-0" PROJECTI ON AROUND OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED.

J. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUG H CONCRETE.

K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE S TRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCT URAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCI NG STEEL.

L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWIN GS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGG REGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS.

M. SLABS AND BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPA N OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNL ESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER.

N. ENSURE HORIZONTAL CONTINUITY IN WALLS, FOOT INGS AND GRADE BEAMS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIO NS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE CO RNER.

O. CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BE AMS AND GRADE BEAMS SPLICED AS FOLLOWS: 1.) TOP BARS - AT MIDSPAN 2.) BOTTOM BARS - OVER SUPPORT

P. PROVIDE STIRRUPS WITH 2-#4 TOP SUPPORT BARS FOR LENGTH OF STIRRUP SPACING WHERE TOP BARS NOT OTHERWISE PROVIDED.

Q. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HA LF MESH WIDTHS AT SPLICES AND WIRE TOGETHER.

R. NO WELDING OF REINFORCING SHALL BE PERMITTE D UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER.

S. DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI.

A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 5 0 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE.

B. USE STANDARD FRAMED BEAM CONNECTIONS MEETIN G REQUIREMENTS OF "MANUAL OF STEEL CONSTRUCTION", AISC 360-05, WITH 3/4" MINIM UM DIAMETER A325 BOLTS (OR WELDED EQUIVALENT) UNLESS OTHERWISE NOTED. MINIMU M OF TWO (2) BOLTS PER CONNECTION.

C. ALL A325 OR A490 BOLTS USED IN COLUMN SPLIC ES, CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE "SC" OR OTHER TYPE FOLLOWED BY "T", SHALL BE TENSIONED TO THE VALUES IN TABLE 8.1 OF RCSC “SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS", 2009. OTHER HIGH STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC.

D. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED.

E. ALL GROOVE WELDS TO BE FULL PENETRATION UNL ESS NOTED.

F. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS.

G. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES ; ATTACHMENTS, ETC.

H. HEADED STUD CONNECTORS: CONFORM TO A.W.S. D 1.1, STRUCTURAL WELDING CODE. USE 3/4" MINIMUM DIAMETER STUDS UNLESS OTHERWIS E NOTED.

I. HEADED STUD CONNECTORS SHALL BE AUTOMATICAL LY END WELDED IN ACCORDANCE WITH A.W.S. D1.1 STRUCTURAL WELDING CODE. WHERE POSSIBLE, CONNECTORS (OTHER THAN ON BEAMS) SHALL BE SHOP WELDED; WHERE METAL DECK OCCURS, CONNECTORS SHALL BE FIELD INSTALLED BY WELDING THROUGH THE META L DECK.

J. STRUCTURAL STEEL SHALL BE DETAILED AND FABR ICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTIC E AND WITH OSHA REGULATIONS, LATEST EDITIONS.

K. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVI CES AND TEMPORARY BRACING SHALL BE CONNECTED TO ANGLES, PLATES OR OTHER MEMBER S DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING CABLES, LIFTING DEVICES AND TEMPORARY BRACING UNLES S SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE R ESPONSIBLE FOR THE REMOVAL OF ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTH ER WORK OR ARE EXPOSED TO VIEW.

L. THE CONTRACTOR AND STRUCTURAL STEEL SUPPLIE R SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, CLOSURES FOR OPENING S, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS.

M. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDER ED A TRIP HAZARD AS DEFINED BY OSHA.

N. THE GENERAL CONTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL COORDINATE ALL WORK WITH THE STEEL JOIST AND JOIST GIRDER SUPPLIER.

A. STEEL JOIST AND GIRDERS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE STAND ARD SPECIFICATIONS AND OSHA REGULATIONS, LATEST EDITIONS.

B. ALL SPECIAL JOISTS OR SPECIAL JOIST GIRDERS SHALL HAVE CALCULATIONS PREPARED BY AN ENGINEER LICENSED IN THE STATE OF COL ORADO THESE CALCULATIONS SHALL BE SUBMITTED AND REVIEWED BY THE STRUCTURAL EN GINEER PRIOR TO FABRICATION OF THE JOISTS OR JOIST GIRDERS.

C. JOIST BRIDGING, INCLUDING ALL CONNECTIONS, SHALL BE DESIGNED AND SUPPLIED BY JOIST SUPPLIER IN ACCORDANCE WITH CURRENT S TEEL JOIST INSTITUTE RECOMMENDATIONS AND OSHA REGULATIONS. USE "X" BRIDGING AT DISCONTINUOUS ENDS OF BRIDGING. LOCATE BRIDGING TO AVOID MECH ANICAL OPENINGS.

D. BOTTOM CHORD LATERAL BRACING SHALL BE PROVI DED FOR JOIST GIRDERS PER THE MANUFACTURER'S STANDARDS AND OSHA REGULATIO NS.

E. ROOF JOISTS AND JOIST GIRDERS SHALL BE DESI GNED FOR A NET UPLIFT PRESSURE OF 35 PSF.

F. ALL JOISTS SPANNING 40 FEET AND GREATER AND STEEL JOISTS NEAREST COLUMN CENTERLINES WITHOUT STEEL BEAMS FRAMING IN EACH DIRECTION SHALL BE BOLTED TO THE BEAM, GIRDER OR COLUMN. FIELD BOLT ALL JOISTS REQUIRING BOLTED CONNECTIONS PER SJI REQUIREMENTS OR OSHA RE GULATIONS REGARDLESS OF FINAL CONNECTION SHOWN ON THE STRUCTURAL DRAWINGS . JOIST SUPPLIER SHALL COORDINATE EXACT LOCATION OF BOLTED CONNECTIONS WITH S TRUCTURAL STEEL FABRICATOR

G. STEEL JOISTS NEAREST COLUMN CENTERLINES WIT HOUT STEEL BEAMS FRAMING IN EACH DIRECTION SHALL MEET THE REQUIREMENTS OF OS HA SUBPART R, JOIST TABLES A AND B.

A. GENERAL 1.) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 2.) DECK SHALL BEAR A MINIMUM OF 1-1/2 INC HES AT SUPPORTS. 3.) DECK SUPPLIER IS NOT RESPONSIBLE FOR T HE ADHESIVE ABILITY OF SPRAYED ON FIREPROOFING. 4.) ALL DECK SHALL BE GALVANIZED, PHOSPHAT IZED, ALUMINIZED OR PRIME PAINTED, PER MANUFACTURER'S RECOMMENDA TION AND SPECIFICATIONS. 5.) DECK UNITS SHALL BE INSTALLED 3 SPAN M INIMUM CONTINUOUS OVER SUPPORTS WHEREVER POSSIBLE.

B. ROOF DECK: 1.) NO PERMANENT SUSPENDED LOADS, OTHER TH AN LAY-IN ACOUSTICAL TILE CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE ST EEL DECK. 2.) ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENT S. 3.) ENDLAPS SHALL BE A MINIMUM OF 2 INCHES . 4.) DECK SUPPLIER SHALL PROVIDE ALL ADDITI ONAL FRAMING REQUIRED TO SUPPORT DECK AT OPENINGS THROUGH DECK NOT SHOW N ON THE DRAWINGS.

C. FLOOR DECK: 1.) ATTACH FLOOR DECK TO STRUCTURE AND ADJ ACENT DECK PANELS PER DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DO CUMENTS. 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF DECK UNITS. 3.) NON-COMPOSITE DECK BY OTHER MANUFACTUR ERS MAY BE SUPPLIED IN LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES , YIELD STRESS AND LOAD CARRYING CAPACITIES EQUAL OR EXCEED THOSE SPECI FIED AND IF APPROVED BY THE STRUCTURAL ENGINEER. 4.) COMPOSITE DECK SHALL PROVIDE MINIMUM S ECTION PROPERTIES SHOWN ON DRAWINGS. THE SPAN LENGTH SHALL BE DE FINED AS THE CLEAR SPAN BETWEEN SUPPORTS. 5.) TEMPORARY SHORING SHALL NOT BE USED ON NON-COMPOSITE FORM DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENG INEER. 6.) FLOOR DECK SUPPLIER SHALL BE RESPONSIB LE FOR THE PREPARATION OF HEADED ANCHOR (SHEAR) STUD PLACEMENT DRAWINGS . NUMBER OF SHEAR STUDS SPECIFIED PER BEAM ON DRAWINGS IS BASE D ON 100% OF THE AISC VALUE FOR THE CONCRETE TYPE AND 28-DAY STRENGTH SPECIFIED AND SHALL BE THE MINIMUM PROVIDED. INCREASE NUMBER OF STUDS AS REQUIRED BASED ON STUD PLACEMENT AND SHEAR STUD CAPACITY FOR METAL DECK CONFIGURATION REQUIRED.

A. 16 GA. AND HEAVIER STUDS SHALL HAVE A MINIM UM YIELD STRESS OF 50,000 PSI. 18 GA. AND LIGHTER STUDS AND TRACKS SHALL HAVE A MINIMUM YIELD STRESS OF 33,000 PSI.

B. STUDS AND TRACKS SHALL BE 20 GAGE MINIMUM.

C. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WAL L EACH SIDE OF ALL OPENINGS. WELD STUDS TO EACH OTHER WITH 1-1/2" LONG 1/8" F ILLET WELDS AT 12" O.C. EACH SIDE. PROVIDE STUD TRACK AT EACH HEAD AND SILL.

D. REFER TO PLANS AND DETAILS FOR CONNECTION O F STUD WALLS TO FOUNDATION, FLOOR OR ROOF.

WALLS 64000 5-72-40.48 1

5.53000 4-62-40.58 0.75ALL OTHERS NOT NOTED

LFRS WALLS & GRADE BEAMS 7.55000 0-22-40.48 1

2. LRFS REFERS TO WALLS AND BEAMS WHICH ARE PART OF THE LATERAL FORCE RESISTING SYSTEM. REFER TO PLAN FOR LOCATIONS. NOTE 1 APPLIES IF THIS MIX WILL BE USED AT EXTERIOR WALLS IN LIEU OF TWO POURS - REVISE W/C TO 0.40.

REI | STRUCTURAL1801 Broadway, Suite 250Denver, CO 80202(303) 575-9510

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05/13/2013 BID PACKAGE 2 -100% CONSTRUCTION DOCUMENTS

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S-001S-001S-001S-001

GENERAL NOTES

UNIVERSITY OFCOLORADO -COLORADO SPRINGS

UCCS - ACADEMICOFFICE BUILDING

12036.0

COLORADO SPRINGS, CO 80918

1

4

4

srovira

Highlight

srovira

Highlight

36 BAR ø LAP

36 BAR ø LAP

NOTES:1. CORNER BAR SIZE TO MATCH

PRIMARY HORIZ REINF

HOOK

STD

HOOK

STD

36 BAR ø LAP

HO

OK

ST

D

36 B

AR

ø L

AP

ANCHOR BOLT SCHEDULE

TYPE I

PLATE WASHERS

DIAMETER

TYPE II

BOLTDIAMETER

(ø)

MINIMUMEMBEDMENT

(16 ø)

HOOKLENGTH THICKNESS

(t)

0" 0"

1/2"2 1/2"

NOTES:1. ANCHOR BOLT STEEL GRADE SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED

OTHERWISE IN COLUMN BASE PLATE SCHEDULE.2. REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATISFY MINIMUMCONCRETE COVER AT BOTTOM OF FOOTINGS, ETC. ~ REFER TO GENERAL NOTES FOR

ADDITIONAL INFORMATION.3. THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL

CONCRETE.4. ALL ANCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXPOSURE SHALL BE HOT-DIP GALVANIZED.

1 1/4" 20" 8" 2 1/2" 1/2"

STANDARD WASHER

HEAVY HEX NUT

PL WASHER ~RE: SCHEDULE

HEAVY HEX NUT ORSTANDARD BOLT HEAD

3/4"

5/8"

1"

7/8" 14"

12"

10"

16"

6"

5"

3"

7"

2"

2"

2"

1/2"

1/2"

1/2"

T.O.C.

TH

D(=

16 ø

MIN

)

EM

BE

DP

RO

J

"

TH

D(=

16 ø

MIN

)

EM

BE

DP

RO

J

"

3"ø

RE: SCHED

HOOKLENGTH

t

CONCRETE REINFORCING LAP SPLICE LENGTH (CLASS B)

BAR SIZEf'c = 3000 PSI STD HOOK

LENGTHOTHER BARSTOP BARS hbI I hbTOP BARS OTHER BARS

f'c = 4000 PSI f'c = 5000 PSI

OTHER BARSTOP BARS hbI

I

CRITICALSECTION

6.

#11

#10

#9

#8

#7

#6

#5

#4

#3

1137 29

131

118

105

93

81

56

47

101

91

81

31

28

25

72

63

43

36

22

20

17

14

28 22 9

29102533

113

91

102

87

70

79

71

81

41

49

54

62

31

37

27

22

25

102

81

92

17

19

12

15

63

72

36

43

24 19 8 22

8923

78

62

70

24

20

22

49

56

28

34

15

17

11

13

24

19

22

14

16

10

12

17 7 6

NOTES:1. DEVELOPMENT LENGTHS ARE BASED ON 2005 ACI 318.2. TABLE IS FOR NON-EPOXY COATED REBAR WITH Fy=60 ksi IN NORMAL WEIGHT CONCRETE ONLY.3. VALUES SHOWN IN INCHES REQUIRE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS THAN db, AND

STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOTLESS THAN 2db AND CLEAR COVER NOT LESS THAN db.

4. DEVELOPMENT LENGTH (ld) = LAP SPLICE LENGTH DIVIDED BY 1.3.5. TOP BARS ARE HORIZONTAL REINFORCING SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.

7. WELDED OR MECHANICALLY CONNECTED SPLICES MAY BE USED AT CONTRATORS OPTION. THESE CONNECTIONS SHALL DEVELOP ATLEAST 125% OF SPECIFIEDYIELD STRENGTH OF THE BAR. NOT MORE THAN ALTERNATE BARS IN EACH LAYER MAY BE SPLICED AT A SECTION & SPLICES SHALL BE STAGGERED ATLEAST 24" O.C. ALONG THE LENGTH OF THE BAR.

hb

5 1/

4"STD HOOKLENGTH

MINIMUM FINISHEDBEND DIAMETER

(ø)

BARSIZE

BARSIZE


(ø)

STIRRUPS & TIESPRIMARY REINFORCEMENT

bb

4db

b6d

#3 - #5

#6 - #8

#14 & #18

#9 - #11

#3 - #8

8db

b6d

10db

135°

3" M

IN6d

b

dbD

IAM

ET

ER

BE

ND

DIA

ME

TE

R

BE

ND

db

12d

@ #

6-#8

6d @

#3-

#5

DIA

ME

TE

R

BE

ND

db

12db

db

DIA

ME

TE

R

BE

ND

2 1/2" MIN

4db

BASE PL

PL WASHER

STANDARD WASHER

HEAVY HEX DOUBLE NUT

ANCHOR BOLT

FOR ADDITIONAL INFORMATIONRE: COLUMN BASE PL SCHEDULE

TYP

(4) ALIGNMENT BARS @ TOP,MID-HEIGHT AND BOTTOMOF CAGE (MIN)

SECTION

RE: SCHEDULE

#3 ALIGNMENTBAR TACK WELD TODRILLED PIER REINF

DRILLED PIERVERT STEEL

TOP OF UNWEATHERED BEDROCKOR SPECIFIED BEARING STRATA

(3) TIES @ 4" O.C. @ TOPOF DRILLED PIER

DOWELSRE: DOWEL SCHEDULE

1'-6"

3 1/2"

4"6"

6"

FIE

LD V

ER

IFY

VA

RIE

S

(MIN

= 8

'-0")

PE

NE

TR

AT

ION

INT

O B

ED

RO

CK

~ R

E: S

CH

ED

ULE

TO

TA

L D

RIL

LED

PIE

R L

EN

GT

H (

MIN

= 2

0'-0

")

ALIGNMENT BAR DETAIL

3" CLR

RE: PLAN

T.O. PIER

& DETAILS

90'-6" (ARCH)

EL = 6325.0' (USGS)

(FOR BID PURPOSES ONLY)

18" MIN

NOTES: REFER TO PROJECT GEOTECHNICALREPORT FIGURE 2 FOR APPROXIMATEBEDROCK ELEVATION CONTOURS

RE: PLAN

T.O.G.B.

RE: PLAN

T.O.D.P.

RE

: SC

HE

DU

LE

WALL ABOVE AS OCCURS

CONC GRADE BEAM

DOWELS ~ RE: SCHEDULE

4" CONT VOID

CONC DRILLED PIER CENTEREDON GRADE BEAM WIDTH UNLESSNOTED OTHERWISE

GRADE BEAM POUREDDOWN TO TOP OF PIER

RE: PLAN

T.O.G.B.

RE: PLAN

T.O.D.P.

RE

: SC

HE

DU

LE

RE: PLAN

RE: PLAN

T.O.G.B.

RE

: SC

HE

DU

LE

6"

TOP BARS ~ TERMINATEW/ STD HOOK

4" CONT VOID


DRILLED PIER

TOP BARS

STIRRUPS

BOTTOM BARS

"Z" BAR TO MATCH BOTTOMREINF ~ CLASS B LAP W/BOTTOM REINF EA SIDE OFSTEP

LOW SIDE d MIN

EXTEND TOP BARS @

ISOLATION JOINT ~ TYP

STEEL COLUMN

CONSTRUCTIONOR CONTROL JOINT

OR CONTROL JOINTCONSTRUCTION

PILASTER

WALL

CL PILASTER

FOR STL

BASE

2" M

IN T

YP

TO CONC C

OL

~ TYP

4" MIN

90.0

0°

90.0

0°

NOTE:AT CONTRACTOR'S OPTION.ROUND FORM MAY BE USEDFOR ISOLATION JOINT.

4"5" RE: PLAN

T.O.C.

CONC SLAB-ON-GRADE

DRY GRANULAR MATERIAL

WELDED WIRE FABRICREINF

15MIL CLASS A VAPORBARRIER OVEREXCAVATION & RECOMPACTION

MAY BE REQUIRED IF EXPANSIVENATIVE MATERIAL IS DISCOVEREDBELOW SLAB-ON-GRADE

TYPICAL CONSTRUCTION

2"


CONC SLAB-ON-GRADE

6"ø MAX SLEEVE THROUGHGRADE BEAM ~ LOCATE NOCLOSER THAN 4'-0" TO FACEOF DRILLED PIER

RE: PLAN

T.O.G.B.

RE: PLUMBING

PIPE INVERT

MIN8"

CONT VOID

RE: DETAILS CUT ON PLANFOR WALL & GRADE BEAMCONDITIONS

CONC GRADE BEAM~ RE: PLAN

NOTE:SLEEVE MUST BE INSTALLEDPRE-POUR. CORING OF GRADEBEAMS NOT PERMITTED

RE: PLAN

T.O.C.

RE: PLAN

T.O.D.P.

STEEL POST ~ RE: PLAN

ISOLATION JOINT~ RE: STD DETAILS

SLAB-ON-GRADE

1" NON-SHRINK GROUT

36"sq CONC PIER CAP W/ (4) #5"U-BARS" x18" 18" @ 12" O.C.EA WAY TOP & BOTTOM & #3HORIZ TIES @ 8" O.C.


4" CONT VOID

CONC DRILLED PIER

STEEL BASE PL~ RE: PLAN

1'-0

"

NOTE:MAKE ALL LONGITUDINAL BARS CONTINUOUSAROUND CORNERS ~ PROVIDE

CORNER BAR OR EXTEND BAR 2'-0"BEYOND CORNER WHERE POSSIBLE

1/2" ISOLATIONJOINT MATERIAL

#4 TOP & BOTTOM

#4x @ 18" O.C.

1'-6"

1

1'-6"

2 MIN

#4x @ 12" O.C.

#4 @ 12" O.C.

(2) #4 BOTTOM

2

1

4"

3'-0"

FU

LL H

T

#4x TYPICAL

2'-0

"

2'-0"

RE

: PLA

N

MIN

8"

RE

: PLA

N

MA

X

1'-0

"

MIN

8"

RE

: PLA

N

8"

3"

RE

: PLA

N3'

-0"

MA

X

#3 NOSING BAR ~ TYP

#4 @ 12" O.C. EA WAY

1/2" ISOLATION JOINT MATERIAL

(2) #58"

RE: ARCH FOR TREAD DIMENSIONS AND LAYOUT

LAP

"1' - 6"

6" MIN

3" MIN

8"R

E: A

RC

H F

OR

RIS

ER

DIM

EN

SIO

NS

RE: ARCH FOR GROOVINGOR OTHER MEASURES TOBE TAKEN @ NOSINGS FORSLIP-RESISTANCE

1

VERIFY PLAN DIMENSIONOF SLAB W/ EQUIPMENTMFR

#5 @ 16" O.C. EA WAYTOP & BOTTOM

1 1/2" ISOLATION MATERIALALL SIDES

1'-0

"

1 1/

2" C

LR3"

CLR

1'-0" ~ TYP

CONC SLAB-ON-GRADE

MECHANICAL UNIT

RE: K/S-002 FOR TYPSUBGRADE PREPARATION

1 1/2" ~ TYP

1 1/

2" ~

TY

P

50 BARø

40 B

AR

ø

80 BARø

ADD (2) BARS @ HEAD &SILL (WHERE APPLICABLE)

ADD (2) DIAG BARS @ HEAD& SILL (WHERE APPLICABLE)

ADD (2) BARS @ EA JAMBEND ~ MATCH WALL REINF~ TYP

USE STANDARD HOOK WHEREWALL OPENING GEOMETRYDOES NOT ALLOW BARDEVELOPMENT ~ TYP

7"

1"

2"2"

1'-0" 3'-0" 1'-0"

1" TYPE G.W. STEEL BAR GRATINGW/ 1/8" BRNG BARS # 1 3/16" O.C.

CONC SLAB-ON-GRADE

L2x2x3/16 W/ (2) 1/4"ø x4"HAS EA SIDE OF OPENING

FLOOR DRAIN PIPE ~ RE: MEP

AHU

ISOLATION PAD ~ RE: Q/S-002

ISOLATION MATERIAL

1

1

1'-0

"

GRADEBEAMRE: SCHEDULE

CONCRETEWALL BEYOND

RE: PLAN

T.O.C

DOWEL INTOS.O.G. #4 x 24@ 16" O.C.+ (1) #4 x CONT

24

8"

CONCRETEWALL BEYOND

RE: PLAN

T.O.C

DOWEL INTOS.O.G. #4 x 24@ 8" O.C.+ (2) #4 x CONT~ ALTERNATESIDES

24

RE: PLAN

CONCRETEWALL BELOWTHRESHOLDRE: PLAN


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








6/1

2/2

013 4

:16:5

0 P

M

C:\

Users

\ale

xs.R

EI\D

ocum

ents

\12036 U

CC

S_v2013-c

entr

al_

ale

xs.r

vt

S-002S-002S-002S-002

STANDARDCONCRETE DETAILS



12036.0


NO SCALES-002

A CORNER BAR DETAILSNO SCALES-002

B ANCHOR BOLT SCHEDULENO SCALES-002

C CONC REINF LAP SPLICE SCHEDULENO SCALES-002

D STANDARD HOOK DETAILS

NO SCALES-002

E ANCHOR BOLT PLATE WASHERNO SCALES-002

F DRILLED PIER 3/4" = 1'-0"S-002

G CONC GRADE BEAM @ DRILLED PIER 3/4" = 1'-0"S-002

H CONC GRADE BEAM STEPNO SCALES-002

J SLAB-ON-GRADE ISOLATION JOINTS

3/4" = 1'-0"S-002

K CONC SLAB-ON-GRADE CONSTRUCTION 3/4" = 1'-0"S-002

L PLUMBING SLEEVE IN CONC GRADE BEAM 3/4" = 1'-0"S-002

M PIER CAP @ STEEL POSTNO SCALES-002

N SLAB-ON-GRADE STEP DETAILSNO SCALES-002

P SLAB-ON-GRADE STAIR DETAIL

3/4" = 1'-0"S-002

Q ISOLATION SLAB @ AHU 3/8" = 1'-0"S-002

R TYPICAL REINF @ WALL OPENING 3/4" = 1'-0"S-002

S FLOOR DRAIN @ AHU PADS 3/4" = 1'-0"S-002

T 1ST LEVEL THRESHOLD @ GRADE BEAM 3/4" = 1'-0"S-002

U 1ST LEVEL THRESHOLD @ CONCRETE WALL

36 BAR ø LAP

36 BAR ø LAP

NOTES:1. CORNER BAR SIZE TO MATCH

PRIMARY HORIZ REINF

HOOK

STD

HOOK

STD

36 BAR ø LAP

HO

OK

ST

D

36 B

AR

ø L

AP

ANCHOR BOLT SCHEDULE

TYPE I

PLATE WASHERS

DIAMETER

TYPE II

BOLTDIAMETER

(ø)

MINIMUMEMBEDMENT

(16 ø)

HOOKLENGTH THICKNESS

(t)

0" 0"

1/2"2 1/2"

NOTES:1. ANCHOR BOLT STEEL GRADE SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED

OTHERWISE IN COLUMN BASE PLATE SCHEDULE.2. REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATISFY MINIMUMCONCRETE COVER AT BOTTOM OF FOOTINGS, ETC. ~ REFER TO GENERAL NOTES FOR

ADDITIONAL INFORMATION.3. THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL

CONCRETE.4. ALL ANCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXPOSURE SHALL BE HOT-DIP GALVANIZED.

1 1/4" 20" 8" 2 1/2" 1/2"

STANDARD WASHER

HEAVY HEX NUT

PL WASHER ~RE: SCHEDULE

HEAVY HEX NUT ORSTANDARD BOLT HEAD

3/4"

5/8"

1"

7/8" 14"

12"

10"

16"

6"

5"

3"

7"

2"

2"

2"

1/2"

1/2"

1/2"

T.O.C.

TH

D(=

16 ø

MIN

)

EM

BE

DP

RO

J

"

TH

D(=

16 ø

MIN

)

EM

BE

DP

RO

J

"

3"ø

RE: SCHED

HOOKLENGTH

t

CONCRETE REINFORCING LAP SPLICE LENGTH (CLASS B)

BAR SIZEf'c = 3000 PSI STD HOOK

LENGTHOTHER BARSTOP BARS hbI I hbTOP BARS OTHER BARS

f'c = 4000 PSI f'c = 5000 PSI

OTHER BARSTOP BARS hbI

I

CRITICALSECTION

6.

#11

#10

#9

#8

#7

#6

#5

#4

#3

1137 29

131

118

105

93

81

56

47

101

91

81

31

28

25

72

63

43

36

22

20

17

14

28 22 9

29102533

113

91

102

87

70

79

71

81

41

49

54

62

31

37

27

22

25

102

81

92

17

19

12

15

63

72

36

43

24 19 8 22

8923

78

62

70

24

20

22

49

56

28

34

15

17

11

13

24

19

22

14

16

10

12

17 7 6

NOTES:1. DEVELOPMENT LENGTHS ARE BASED ON 2005 ACI 318.2. TABLE IS FOR NON-EPOXY COATED REBAR WITH Fy=60 ksi IN NORMAL WEIGHT CONCRETE ONLY.3. VALUES SHOWN IN INCHES REQUIRE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS THAN db, AND

STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOTLESS THAN 2db AND CLEAR COVER NOT LESS THAN db.

4. DEVELOPMENT LENGTH (ld) = LAP SPLICE LENGTH DIVIDED BY 1.3.5. TOP BARS ARE HORIZONTAL REINFORCING SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.

7. WELDED OR MECHANICALLY CONNECTED SPLICES MAY BE USED AT CONTRATORS OPTION. THESE CONNECTIONS SHALL DEVELOP ATLEAST 125% OF SPECIFIEDYIELD STRENGTH OF THE BAR. NOT MORE THAN ALTERNATE BARS IN EACH LAYER MAY BE SPLICED AT A SECTION & SPLICES SHALL BE STAGGERED ATLEAST 24" O.C. ALONG THE LENGTH OF THE BAR.

hb

5 1/

4"STD HOOKLENGTH


(ø)

BARSIZE

BARSIZE


(ø)

STIRRUPS & TIESPRIMARY REINFORCEMENT

bb

4db

b6d

#3 - #5

#6 - #8

#14 & #18

#9 - #11

#3 - #8

8db

b6d

10db

135°

3" M

IN6d

b

dbD

IAM

ET

ER

BE

ND

DIA

ME

TE

R

BE

ND

db

12d

@ #

6-#8

6d @

#3-

#5

DIA

ME

TE

R

BE

ND

db

12db

db

DIA

ME

TE

R

BE

ND

2 1/2" MIN

4db

BASE PL

PL WASHER

STANDARD WASHER

HEAVY HEX DOUBLE NUT

ANCHOR BOLT

FOR ADDITIONAL INFORMATIONRE: COLUMN BASE PL SCHEDULE

TYP

(4) ALIGNMENT BARS @ TOP,MID-HEIGHT AND BOTTOMOF CAGE (MIN)

SECTION

RE: SCHEDULE

#3 ALIGNMENTBAR TACK WELD TODRILLED PIER REINF

DRILLED PIERVERT STEEL

TOP OF UNWEATHERED BEDROCKOR SPECIFIED BEARING STRATA

(3) TIES @ 4" O.C. @ TOPOF DRILLED PIER

DOWELSRE: DOWEL SCHEDULE

1'-6"

3 1/2"

4"6"

6"

FIE

LD V

ER

IFY

VA

RIE

S

(MIN

= 8

'-0")

PE

NE

TR

AT

ION

INT

O B

ED

RO

CK

~ R

E: S

CH

ED

ULE

TO

TA

L D

RIL

LED

PIE

R L

EN

GT

H (

MIN

= 2

0'-0

")

ALIGNMENT BAR DETAIL

3" CLR

RE: PLAN

T.O. PIER

& DETAILS

90'-6" (ARCH)

EL = 6325.0' (USGS)

(FOR BID PURPOSES ONLY)

18" MIN

NOTES: REFER TO PROJECT GEOTECHNICALREPORT FIGURE 2 FOR APPROXIMATEBEDROCK ELEVATION CONTOURS

RE: PLAN

T.O.G.B.

RE: PLAN

T.O.D.P.

RE

: SC

HE

DU

LE


CONC GRADE BEAM


4" CONT VOID

CONC DRILLED PIER CENTEREDON GRADE BEAM WIDTH UNLESSNOTED OTHERWISE

GRADE BEAM POUREDDOWN TO TOP OF PIER

RE: PLAN

T.O.G.B.

RE: PLAN

T.O.D.P.

RE

: SC

HE

DU

LE

RE: PLAN

RE: PLAN

T.O.G.B.

RE

: SC

HE

DU

LE

6"

TOP BARS ~ TERMINATEW/ STD HOOK

4" CONT VOID


DRILLED PIER

TOP BARS

STIRRUPS

BOTTOM BARS

"Z" BAR TO MATCH BOTTOMREINF ~ CLASS B LAP W/BOTTOM REINF EA SIDE OFSTEP

LOW SIDE d MIN

EXTEND TOP BARS @

ISOLATION JOINT ~ TYP

STEEL COLUMN

CONSTRUCTIONOR CONTROL JOINT

OR CONTROL JOINTCONSTRUCTION

PILASTER

WALL

CL PILASTER

FOR STL

BASE

2" M

IN T

YP

TO CONC C

OL

~ TYP

4" MIN

90.0

0°

90.0

0°

NOTE:AT CONTRACTOR'S OPTION.ROUND FORM MAY BE USEDFOR ISOLATION JOINT.

4"5" RE: PLAN

T.O.C.

CONC SLAB-ON-GRADE

DRY GRANULAR MATERIAL

WELDED WIRE FABRICREINF

15MIL CLASS A VAPORBARRIER OVEREXCAVATION & RECOMPACTION

MAY BE REQUIRED IF EXPANSIVENATIVE MATERIAL IS DISCOVEREDBELOW SLAB-ON-GRADE

TYPICAL CONSTRUCTION

2"


CONC SLAB-ON-GRADE

6"ø MAX SLEEVE THROUGHGRADE BEAM ~ LOCATE NOCLOSER THAN 4'-0" TO FACEOF DRILLED PIER

RE: PLAN

T.O.G.B.

RE: PLUMBING

PIPE INVERT

MIN8"

CONT VOID

RE: DETAILS CUT ON PLANFOR WALL & GRADE BEAMCONDITIONS

CONC GRADE BEAM~ RE: PLAN

NOTE:SLEEVE MUST BE INSTALLEDPRE-POUR. CORING OF GRADEBEAMS NOT PERMITTED

RE: PLAN

T.O.C.

RE: PLAN

T.O.D.P.

STEEL POST ~ RE: PLAN

ISOLATION JOINT~ RE: STD DETAILS

SLAB-ON-GRADE

1" NON-SHRINK GROUT

36"sq CONC PIER CAP W/ (4) #5"U-BARS" x18" 18" @ 12" O.C.EA WAY TOP & BOTTOM & #3HORIZ TIES @ 8" O.C.


4" CONT VOID

CONC DRILLED PIER

STEEL BASE PL~ RE: PLAN

1'-0

"

NOTE:MAKE ALL LONGITUDINAL BARS CONTINUOUSAROUND CORNERS ~ PROVIDE

CORNER BAR OR EXTEND BAR 2'-0"BEYOND CORNER WHERE POSSIBLE

1/2" ISOLATIONJOINT MATERIAL

#4 TOP & BOTTOM

#4x @ 18" O.C.

1'-6"

1

1'-6"

2 MIN

#4x @ 12" O.C.

#4 @ 12" O.C.

(2) #4 BOTTOM

2

1

4"

3'-0"

FU

LL H

T

#4x TYPICAL

2'-0

"

2'-0"

RE

: PLA

N

MIN

8"

RE

: PLA

N

MA

X

1'-0

"

MIN

8"

RE

: PLA

N

8"

3"

RE

: PLA

N3'

-0"

MA

X

#3 NOSING BAR ~ TYP

#4 @ 12" O.C. EA WAY

1/2" ISOLATION JOINT MATERIAL

(2) #58"

RE: ARCH FOR TREAD DIMENSIONS AND LAYOUT

LAP

"1' - 6"

6" MIN

3" MIN

8"R

E: A

RC

H F

OR

RIS

ER

DIM

EN

SIO

NS

RE: ARCH FOR GROOVINGOR OTHER MEASURES TOBE TAKEN @ NOSINGS FORSLIP-RESISTANCE

1

VERIFY PLAN DIMENSIONOF SLAB W/ EQUIPMENTMFR

#5 @ 16" O.C. EA WAYTOP & BOTTOM

1 1/2" ISOLATION MATERIALALL SIDES

1'-0

"

1 1/

2" C

LR3"

CLR

1'-0" ~ TYP

CONC SLAB-ON-GRADE

MECHANICAL UNIT

RE: K/S-002 FOR TYPSUBGRADE PREPARATION

1 1/2" ~ TYP

1 1/

2" ~

TY

P

50 BARø

40 B

AR

ø

80 BARø

ADD (2) BARS @ HEAD &SILL (WHERE APPLICABLE)

ADD (2) DIAG BARS @ HEAD& SILL (WHERE APPLICABLE)

ADD (2) BARS @ EA JAMBEND ~ MATCH WALL REINF~ TYP

USE STANDARD HOOK WHEREWALL OPENING GEOMETRYDOES NOT ALLOW BARDEVELOPMENT ~ TYP

7"

1"

2"2"

1'-0" 3'-0" 1'-0"

1" TYPE G.W. STEEL BAR GRATINGW/ 1/8" BRNG BARS # 1 3/16" O.C.

CONC SLAB-ON-GRADE

L2x2x3/16 W/ (2) 1/4"ø x4"HAS EA SIDE OF OPENING

FLOOR DRAIN PIPE ~ RE: MEP

AHU

ISOLATION PAD ~ RE: Q/S-002

ISOLATION MATERIAL

1

1

1'-0

"

GRADEBEAMRE: SCHEDULE

CONCRETEWALL BEYOND

RE: PLAN

T.O.C

POUR SLAB DOWNTO T.O.G.B.~ NO CONN BETWEENSLAB AND G.B.

ASI 9

ASI 9

8"

CONCRETEWALL BEYOND

RE: PLAN

T.O.C

RE: PLAN

CONCRETEWALL BELOWTHRESHOLDRE: PLAN

ASI 9

POUR SLAB DOWN @ WALL~ NO CONN BETWEENSLAB AND WALL

ASI 9


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


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06/28/2013 ISSUE FOR COB #2 - BP 02

08/20/2013 ISSUE FOR COB #4

09/10/2013 ISSUE FOR ASI #9

9/1

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\12036 U

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S-002S-002S-002S-002

STANDARDCONCRETE DETAILS



12036.0


NO SCALES-002

A CORNER BAR DETAILSNO SCALES-002

B ANCHOR BOLT SCHEDULENO SCALES-002

C CONC REINF LAP SPLICE SCHEDULENO SCALES-002

D STANDARD HOOK DETAILS

NO SCALES-002

E ANCHOR BOLT PLATE WASHERNO SCALES-002

F DRILLED PIER 3/4" = 1'-0"S-002

G CONC GRADE BEAM @ DRILLED PIER 3/4" = 1'-0"S-002

H CONC GRADE BEAM STEPNO SCALES-002

J SLAB-ON-GRADE ISOLATION JOINTS

3/4" = 1'-0"S-002

K CONC SLAB-ON-GRADE CONSTRUCTION 3/4" = 1'-0"S-002

L PLUMBING SLEEVE IN CONC GRADE BEAM 3/4" = 1'-0"S-002

M PIER CAP @ STEEL POSTNO SCALES-002

N SLAB-ON-GRADE STEP DETAILSNO SCALES-002

P SLAB-ON-GRADE STAIR DETAIL

3/4" = 1'-0"S-002

Q ISOLATION SLAB @ AHU 3/8" = 1'-0"S-002

R TYPICAL REINF @ WALL OPENING 3/4" = 1'-0"S-002

S FLOOR DRAIN @ AHU PADS 3/4" = 1'-0"S-002

T 1ST LEVEL THRESHOLD @ GRADE BEAM 3/4" = 1'-0"S-002

U 1ST LEVEL THRESHOLD @ CONCRETE WALL

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EQ

SP

AC

ED

(8)

ST

UD

S(2

6) S

TU

DS

EQ

SP

AC

ED

(26)

ST

UD

S

EQ

SP

AC

ED

(50) EQ SPACED STUDS

INDICATES NO. OF 3/4"ø HEADEDANCHOR STUDS PER BEAM

[8]

[26]

[26]

[50]

NOTES:1. SPACE STUDS ALONG BEAMS PROVIDING 1/2

TOTAL NUMBER OF STUDS EACH SIDE OF BEAMCENTERLINE.

2. WHERE MULTIPLE ROWS OF STUDS ARE REQUIREDLAYOUT ADDITIONAL ROWS OF STUDS STARTINGFROM EACH END OF BEAM.

3. CONSTRUCTION JOINTS (WHERE REQUIRED) SHALLOCCUR MIDWAY BETWEEN PARALLEL BEAMS.CONSTRUCTION JOINTS MUST BE LOCATED INMIDDLE THIRD OF BEAM OR GIRDER SPANS.

DE

CK

SP

AN

_______CS-003

_______BS-003

_______DS-003

NOTE #3

NOTE #3 3/4"ø HEADED ANCHORSTUDS

COMPOSITE METAL FLOORDECK

STEEL BEAM ~ RE: PLAN

(4)

ø M

IN

(6) ø MIN

STUDS TO EXTEND 2 1/2" ABOVEDECK

3/4"ø HEADED ANCHOR STUDSWELDED TO BEAM

COMPOSITE METAL FLOORDECK

SPAN VARIES

NOTES:1. REFER TO PLANS AND NOTES FOR SPAN, LOCATION, TYPE OF DECK,

SIZE AND SPACING OF STUDS, TYPE & DEPTH OF SLAB & REINFORCING.2. PROVIDE CELL CLOSURE STRIPS WHERE REQUIRED.3. PROVIDE SUPPORT CHAIRS TO POSITION W.W.F. AS SHOWN.

RE: PLAN

T.O.C.W.W

.F. @

BE

AM

1" C

LR (

MA

X)

TO

3/4"

CLR

(M

IN)

RE

: PLA

N

NOTES:1. PROVIDE SUPPORT CHAIRS TO POSITION #4 TOP BARS.

3/4"ø HAS WELDEDTO GIRDER

FOR PLACEMENT OF STUDS~ PROVIDE 16GA CLOSURESTRIP AS REQUIRED

#4x5"-0" @ 18" O.C. TOP ~STAGGER ADJACENT BARS1'-0" ~ CHAIR TO MAINTAINPOSITION

1" MIN

1" C

LR

CUT DECK AS REQUIRED

RE

: PLA

N

SLA

BT

HIC

KN

ES

S

"E"-1/2"

HDAS WHERE OCCURS~ RE: PLAN

BENT PL1/4"x x CONT

#4x CONT 1/2"øx1'-6" DAS @ 2'-0" O.C.

RE: PLAN FOR METAL DECKORIENTATION

RE: PLAN

T.O.C.

RE: PLAN"E" (12" MAX)

1 1/

2"

RE

: PLA

N

3-12TYP U.N.O.

SLA

BT

HIC

KN

ES

S+

tf

4"BENT PL1/4"x x CONT ~

ROLL TO REQUIRED RADIUSWHERE FLOOR EDGE IS CURVED

GUSSET PL1/4"

L2 1/2x2 1/2x3/16

L5x3x1/4 (LLV)@ 5'-0" O.C. MAX

#4x CONT

RE: PLAN

T.O.C.

(12" TO 30")

FOR ADDITIONAL INFORMATIONRE: E/S-003

3/16 3

ANGLE TO BEAMFLANGE

3/16TYP @ BRACE

1

1

OPENING HEADER L6x3 1/2x5/16 (LLV)~ COPE VERT LEG AS SHOWN@ EA END TO CLEAR BEAMFLANGE ~ INSTALL BELOWFLOOR DECK BOTTOM FLUTES

L4x4x1/4 DECKSUPPORT

BEAR FLOOR DECK ONDECK SUPPORT ANGLE

STEEL BEAM~ RE: PLAN


NOTES:1. PROVIDE METAL DECK SUPPORT FRAMES AT ALL PENETRATIONS

GREATER THAN 12" SQUARE.2. FOR OPENINGS LESS THAN 12" SQUARE BLOCK OUT OPENING IN

CONCRETE AND REINFORCE SLAB PER GENERAL NOTES ON XXXX.DO NOT CUT METAL DECK UNITS UNTIL CONCRETE HAS REACHEDFULL STRENGTH.

G.C. NOTE:COORDINATE SIZE AND LOCATION OF ALLSTRUCTURAL STEEL FRAMES AROUND SLABOPENINGS WITH MECHANICAL CONTRACTORAND STRUCTURAL STEEL SUPPLIER ~ TYP

VA

RIE

S ~

4'-0

" M

AX

VARIES

RE: PLAN FOR BEAM SPACING

1/4 2TYP

3/16TYP

PL5/16"x3" OR L3x3x3/16W/ VERT LEG COPED


NOTES:1. ALTERNATE METHOD OF DECK SUPPORT MAY BE SUBMITTED

BY CONTRACTOR FOR REVIEW.

3" M

AX

TYP 2 SIDES

BOTH FLGCOPED

ALLOWABLE LOAD, KIPS

ANGLELENGTH"L", IN

BEAM SIZEWELD SIZE

"W" , IN

ANGLETHICKNESS

"T", IN FLANGESUNCOPED

TOP FLGCOPED

A36

BOTH FLGCOPED

FLANGESUNCOPED

TOP FLGCOPED

A572, Gr 50"N" ROWS OF3/4"ø A325N

BOLTS

W21-W366

8

7

W27-W36

W24-W36

4

5

3

2

W16-W24

W18-W30

W12-W18

W8-W12

959517 1/2

23 1/2

20 1/2

133

119

133

119

3/16

14 1/2

11 1/2

8 1/2

5 1/2 1/4

47

70

29

16

47

70

29

16

ALT SEAT L & BOLTS FORERECTION @ GIRDER

10410488 104

119

133133

117

133

119

133

119

64

88

39

22

41

62

24

13

64

88

39

22

57

87

34

18

NOTE:WHERE BEAMS ALIGN ON EA SIDE OFCOL OR GIRDER WEB OVER A COL ~PROVIDE ONE L LONGER THAN THEOTHER L ON EA BEAM & OFFSET THELONG L ON EA SIDE TO ALLOWERECTION OF EITHER BEAM FIRST ORPROVIDE ALT SHOP WELDED SEAT LFOR ERECTION

NOTES:1. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLES AND STANDARD HOLES IN SUPPORTING MEMBER.2. WELDING ELECTRODES ARE E70XX.3. IF OFFSET LONGER L'S ARE USED FOR ERECTION AT COLS USE THE ALLOWABLE LOADS FOR THE LESSER

ROW OF BOLTS (N).

3/161/4

3/161/4

3/161/4

3/161/4

3/161/4

3/161/4

3" MIN "W"TYP

ALLOWABLE LOAD, KIPSBEAM SIZE

A36 A572, Gr 50

"N" ROWS OF 3/4"øA325N BOLTS

ANGLELENGTH"L", IN

2

4

3

7

6

9

8

5

6520 1/2W24-W36

W30-W36

W27-W36

26 1/2

23 1/2

83

74

W21-W36

W18-W30

W12-W18

W16-W24

W8-W12 5 1/2

17 1/2

14 1/2

11 1/2

8 1/2

55

46

37

24

14

65

74

83

55

46

37

26

15

L4x3x3/8 x "L" (A36)

NOTES:1. WELD CAPACITY IS BASED ON A 1/4" HALF-WEB FOR THE SPPORTED BEAM.

FOR HALF-WEBS OVER 1/4", ALLOWABLE LOADS MUST BE REDUCED PROPORTIONALLYTO 8% FOR A 1/2" HALF-WEB.

2. WHEN ANGLE CONNECTIONS ARE BACK TO BACK AND THE WEB THICKNESS OF THESUPPORTING BEAM IS LESS THAN 0.51" FOR A36 BEAMS OR .37" FOR A572, Gr 50BEAMS, THA ANGLE MUST BE STAGGERED OR THE ALLOWABLE LOAD REDUCED BYTHE RATIO OF THE ACTUAL WEB THICKNESS TO THE MIN WEB THICKNESS.

3. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLE AND STANDARD HOLES IN BEAMS.4. WELDING ELECTRODES ARE E70XX.

3"3"

3"3"

3"2 3/4"

5/16

""N

" R

OW

SO

F B

OLT

S2

3/16

"

1/4

1/2" RETURN@ TOP

PL LENGTH"L", IN

WELD SIZE"W", IN

ALLOWABLELOAD KIPS

BEAM SIZE"N" ROWS OFA325N BOLTS

BOLT DIA(ø)

PL THICKNESS"T", IN

8

26

16

3/16

1/4

3/16

46

56

101

133

5/16

5/16

3/8

5/16

1/4 36

6

12

9

21

18

24

27

15

PL "T"x5"x"L" (A36)

1/4

5/16

1/4

3/8

3/8

7/16

3/8

5/16

3/4"

3/4"

3/4"

W8-W12

W16-W24

W12-W18

3/4"

1"

1"

3/4"W24-W36

W21-W36

W27-W36

W30-W36

W18-W30 3/4"

2

4

3

6

7

8

9

5

NOTES:1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM.2. WELDING ELECTRODES ARE E70XX.

3" 2"

2 7/

16"

3"3"

3"1

1/2"

OF

BO

LTS

"N"

RO

WS

"W"


ALLOWABLELOAD KIPS

PLATELENGTH"L", IN

BEAM SIZE

(BEAM WEB TOOPPOSITE SIDEWHEN ANGLE ISLESS THAN 45°)

BENT PL3/8"x7 1/4"x"L" (A36)

29

19

10

49

39

59

12

9

6

4

3

2 W8-W12

W16-W24

W12-W18

18

15

21

6

5

7

W21-W36

W18-W30

W24-W36

0° TO 60°2 1/2"

1 1/4"

1 1/

2"2"

1 1/

2"

@ 3

" O

.C.

"N"

RO

WS

OF

BO

LTS

1 1/

2"

NOTES:1. HOLES TO BE SHORT SLOTTED HOLES IN PLATE,

STANDARD HOLES IN BEAM.2. WELDING ELECTRODES ARE E70XX.

3/16

3/16

ALLOWABLELOADKIPS

BEAM SIZEPL LENGTH

"L", IN"N" ROWS OFA325N BOLTS

PLTHICKNESS

"T", IN

BOLT DIA(ø)

WELD SIZE"W", IN

12

36

24

53

61

133

101

45

PL "T"x3 1/2"x"L" (A36)

3/16

1/4

3/16

6

12

9

5/16

5/16

3/8

5/1621

18

24

27

15 1/4

1/4

5/16

1/4

3/4"

3/4"

3/4"

3/8

3/8

7/16

3/8

1"

1"

3/4"

3/4"

3/4" 5/16

4

3

2

8

9

6

7

5

W16-W24

W27-W36

W30-W36

W24-W36

W18-W30

W21-W36

W12-W18

W8-W12

NOTES:1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM.2. WELDING ELECTRODES ARE E70XX.

1/2" 1 1/2"1 1/2"

"W"

OF

BO

LTS

"N"

RO

WS

3"3"

3"3"

1 1/

2"

HSS COLUMN WIDE FLANGE COLUMN

PL3/8"x4"SHEAR TAB

BEAM WEB FIELD WELDEDCONNECTION

BEAM WEB

PL3/8"x4"SHEAR TAB

A36 A572, Gr 50

WELD SIZE"W" , IN

ANGLETHICKNESS

"T" , IN

ANGLELENGTH"L" , IN

BEAM SIZEALLOWABLE LOAD, KIPS


36

57

19

49

78

26

106

91

161

180

198

222

118

174

1/4

3/16

3/16

3/8

3/8

3/8

8 1/2

11 1/2

5 1/2

W16-W18

W18-W24

W12-W14

1/4

5/16

5/16

5/16

3/8

1/2

1/2

1/2

14 1/2

17 1/2

20 1/2

23 1/2

W30-W36

W30-W36

W24-W30

W27-W36

3

4

2

5

6

7

8

NOTES:1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES.2. WELDING ELECTRODES ARE E70XX.

(4) L4x3 1/2x"T"x"L"(A36)

CL SPLICE

3" MIN

1 1/

4"3"

3"3"

3"1

1/4"

OF

BO

LTS

"N"

RO

WS

1/2"1/2" "W"TYP

BEAM SIZE PLATE SIZETEE LENGTH,

"L" , INNUMBER OF

HDASALLOWABLE LOAD

KIPS

NOTES:1. IF SHIMS ARE USED, INCREASE THE WELD SIZE BY THE THICKNESS OF THE

SHIMS. (3/4" MAX SHIM)2. EMBED PLATE SETTING TOLERANCES = 1" HORIZONTAL & VERTICAL FROM

SPECIFIED LOCATION. RE: PROJECT SPECIFICATIONS.3. WELDING ELECTRODES ARE E70XX.

W18

W30, W33

W21

W24, W27

W14

W16

W12

W8, W10

83/4" x 12" x 1'-6"12

3/4" x 12" x 1'-9"

3/4" x 12" x 2'-3"

3/4" x 12" x 2'-6"22

15

18

12

12

10

1/2" x 12" x 1'-0"

1/2" x 12" x 1'-0"

3/4" x 12" x 1'-4"

3/4" x 12" x 1'-4"9

11

9

6

8

8

6

6

40

75

52

60

WT5x16.5x "L" (A36)

30

35

20

12

EMBED PL W/ 3/4"øx0'-6"HDAS ~ (2) STUDS PERROW ~ RE: SCHEDULE FORPL SIZE & NO OF STUDS

NOTE: AT SKEWED CONNECTIONS,PROVIDE FULL-PEN WELDEDPLATES TO MAKE AN EQUIVALENTWT SECTION

3/4"ø ERECTION BOLTS(IN 2" HORIZ SLOTTEDHOLES)

2"E

QE

QE

Q2"

RE: PLAN

T.O.S = T.O.PL

1 1/2"

3"

1 1/

2"

1/4

1/2" RETURNTOP & BOTTOM

1/4

3" RETURNTOP & BOTTOM

CL SPLICE

GIRDER ~ RE: PLAN

(2) 3/8" PL STIFFENERS

HSS COLUMN 6x6;7x7; 8x8 W/ CAP PL1"+ (4) 3/4"ø BOLTS

BEAM SPLICEPER X/XXXX

1 1/2"1 1/2"

1'-0" U.N.O.

3/16TYP

(2) PC HSS x TO MATCHCOLUMN BELOW

CAP PL 1"x COLUMN SIZE+ 1"x COLUMN SIZE +6" W/ (4) 3/4"ø BOLTS

HSS9x9 OR 10x10

1 1/2"1 1/2"

1/4TYP

1/4TYP

1HSS POST

BASE PL 3/4"x5 1/2"

(2) PL 3/8" STIFFENERSWIDTH = 1/2 COLUMN WIDTH

(4) 3/4"ø BOLTS@ BEAM GAUGE

1 1/2"1 1/2"

1"

3/16

3/16

1

HSS W/ BASE PL 3/4"xGIRDER WIDTH

(4) PL 1/2" STIFFENERSWIDTH = 1/2 COLUMNWIDTH

(4) 3/4"ø BOLTS@ BEAM GAUGE

Wx GIRDER

1 1/2"1 1/2"

½ OFNON BMDEPTH

1/4

1/4

CENTEREDVERTICALLY

ON WEB

TYP

1

1


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

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D

E

1 2 3 4 5 6




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6/1

2/2

013 4

:16:5

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S-003S-003S-003S-003

STANDARD STEELDETAILS



12036.0


NO SCALES-003

A COMPOSITE STEEL FRAMING PLANNO SCALES-003

B TYP SHEAR STUD SPACINGNO SCALES-003

C COMPOSITE STEEL BEAMNO SCALES-003

D COMPOSITE STEEL GIRDERNO SCALES-003

E SLAB EDGE

3/4" = 1'-0"S-003

F SLAB EDGE 3/4" = 1'-0"S-003

G FLOOR OPENING FRAMINGNO SCALES-003

H FLOOR DECK SUPPORT @ COLUMNNO SCALES-003

J DOUBLE ANGLE FRAMED CONNS 3/4" = 1'-0"S-003

K SINGLE ANGLE FRAMED CONNS

NO SCALES-003

L SHEAR PLATE CONN @ BEAMNO SCALES-003

M SKEWED FRAMING CONNSNO SCALES-003

N SHEAR PLATE CONN @ COLUMN 3/4" = 1'-0"S-003

P ANGLED BEAMS @ COLUMNSNO SCALES-003

Q BEAM SPLICE CONNS

NO SCALES-003

R STEEL BEAM CONN TO CONCRETE 3/4" = 1'-0"S-003

S GIRDER OVER HSS (>6x6) 3/4" = 1'-0"S-003

T GIRDER OVER HSS POST (>9x9) 3/4" = 1'-0"S-003

U HSS POST @ TRANSFER < HSS5x 3/4" = 1'-0"S-003

V HSS POST @ TRANSFER >HSS5x

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DIAMETERIN

COLUMN BASE PLATE SCHEDULEPLATE

THICKNESSIN

MARK TYPE AIN

BIN

CIN

DIN

EIN

FIN

GIN

HIN

JIN

KIN

LIN

PLATEFYKSI

MIN NO. PLATE WASHER

IN x IN x IN

ANCHOR BOLTS

TYPE GRADEREMARKS

BP-2

BP-1A

-

-

2

1 1/4

19 1/2

18

15 1/2

18

7 1/2

-

12

-

-

- -

- 5 1/2

7 1/2 7 1/2

5 3/4 -

-

-

-

-

-

-

-

-

-

6

4

1 1/4

3/4

I

II

36

36

1/2x2 1/2x 2 1/2

-

LFRS ANCHORS

-

TYPE BP-1TYPE BP-3 TYPE BP-4

NOTES:1. REFER TO PLAN FOR COLUMN SIZE, ORIENTATION AND LOCATION.2. ALL HOLES IN BASE PLATES SHALL BE ANCHOR BOLT DIAMETER PLUS 5/16".3. ALL PLATE WASHERS WELDED TO T.O. BASE PLATE SHALL BE 1/4x2x2 U.N.O.4. ALL HOLES IN PLATE WASHERS SHALL BE ANCHOR BOLT DIAMETER PLUS 1/16".5. UNLESS DETAILED OR NOTED OTHERWISE, PLACE COLUMN BASE PLATES ON MINUMUM 1 INCH THICK LAYER OF NON-METALIC NON-SHRINK GROUT.6. WHERE COLUMN FLANGE OR SHELL IS DETAILED FLUSH TO EDGE OF BASE PLATE, PROVIDE PARTIAL PENETRATION GROOVE WELD WITH EFFECTIVE

THROAT THICKNESS OF 5/16 INCH OR MEMBER THICKNESS, WHICHEVER IS LESS.7. PLATE WASHERS REFERENCED IN SCHEDULE ABOVE SHALL BE FIELD WELDED TO TOP OF COLUMN BASE PLATE PER DETAIL E/S-0028. REFER TO ANCHOR BOLT SCHEDULE AND DETAILS FOR ADDITIONAL INFORMATION.9. REFER TO PLAN FOR SPECIAL BLOCKOUTS REQUIRED AT CONCRETE SUPPORTS.10. WHERE BASE PLATES ARE NOTCHED, ORIENT PLATE WITH NOTCHED CORNER OF BASE PLATE ALIGNED WITH SAME PLAN CONDITION IN CONCRETE

SUPPORT BELOW. REFER TO PLAN AS REQUIRED.

HHEQ

EQ

B

G G

EQ EQ

A

G G

EQ EQ

A

HJ

D

B

G H

A

DK

B

C J

LM

1/4TYP ~ U.N.O.

TYPE BP-2

G G

C D

A

HH

B

1/2

GUSSET PL& HSS STRUTRE: S-310

1 1/4"øx4'-0"A.B.'S WITH1/2x2 1/2x2 1/2PL WASHER@ BOT OF A.B.

BP-1B - 1 1/4 14 14 - - - - 5 1/2 5 1/2 - - - - - 4 3/4 II 36 - -

BP-3A - 1 1/8 14 12 - 5 - - 5 1/2 2 5 1/2 - - - - 4 3/4 II 36 - -

BP-3B - 1 14 12 - 5 - - 5 1/2 2 5 1/2 - - - - 4 3/4 II 36 - -

BP-4A - 1 12 12 5 5 - - 2 2 5 1/2 5 1/2 2 2 - 4 3/4 II 36 - -

TYPE BP-5

G G

A

HH

B

BP-5A - 3/4 7 12 - - - - 2 4 1/2 - - - - - 4 3/4 II 36 - -

BP-5B - 3/4 7 13 - - - - 2 5 - - - - - 4 3/4 II 36 - -

TYPE BP-6

A

HG

GH

B

EQ EQ

TYPE BP-7

A

GG

B

EQ EQ

EMBED PL+ (2) HASRE: SCHEDULE

BP-6A - 3/4 9 1/2 19 - - - - 2 5 - - - - - 4 3/4 II 36 - -

BP-7A - 3/8 9 1/2 8 - - - - 2 1/2 - - - - - - - - - - - (2) 5/8"ø x 5" HAS

BP-3C - 1 15 9 - 3 - - 6 1/4 0 4 1/2 - - - - 4 3/4 II 36 - -

BP-4B - 1 10 10 4 4 - - 2 2 4 1/2 4 1/2 2 2 - 4 3/4 II 36 - -

BP-1C - 3/4 14 14 - - - - 5 1/2 5 1/2 - - - - - 4 3/4 II 36 - -

TYPE BP-8

A

DJ

H

B

C K G

EQ EQ

EQEQ

BP-8A - 3/4 17 1/2 12 3 3 - - 8 1/2 3 4 1/2 4 1/2 - - - - -4 3/4 II 36

BP-8B - 3/4 19 1/2 11 3 1/2 2 1/2 - - 9 1/2 3 4 5 - - - - -4 3/4 II 36

22

COB #2

COB #2

BP-6B - 3/4 6 18 - - - - 4 1/2 3 - - - - - - - - - - (2) 5/8"ø x 5" HASCOB #2

COB #2

COB #2

LOWER COLUMN

RE: PLAN

T.O.S.

UPPER COLUMN

PL1 1/4" @ HSS 12x12PL 1" @ HSS 8X8

1/4

CJP

CONN BY CURTAINWALL SUPPLIER

CURTAIN WALL~ RE: ARCH

WHERE CURTAINWALL CONNECTIONIS RIGIDLY CONNECTEDTO STRUCTURE (NON-SLIP), ALLOW FOR1/2" VERT DEFLECTION@ MULLION SPLICE 1/2

"

1/2"

GLAZING ~ RE: ARCH

HSS GIRT

VERT SLIP CONN BYCURTAIN WALL SUPPLIER

RE: PLAN

T.O.S.

K SERIES LH & DLH SERIES

1/8 1

1/8 11/4 2

1/4 2

RE: PLAN

STEEL JOIST ~ RE: PLAN


3/16 2TYP

RE: PLAN

COPE BEAM AS REQ'D

STANDARD FRAMED BEAM CONN

fTCXb /2

3/16 2TYP

2"

WT 8x13x0'-4" @ K JOISTSWT 8x20x0'-6" @ LH JOISTSCENTERED ON COLUMN

STABILIZER PL8"x6"x0'-6" W/13/16"ø HOLE ~ DO NOT WELDJOIST CHORD TO PL ~ TYP

1/4WT TO COLUMNFULL LENGTH

3/16 2TYP

1/4FULL LENGTH

TYP

NOTE:PROVIDE METAL DECK SUPPORTFRAMES @ ALL PENETRATIONSGREATER THAN 12"□

FRAMES MUST BE INSTALLEDPRIOR TO PLACING ROOF DECK


MECH OPENING ~ COORD SIZE,LOCATION & NUMBER REQUIREDW/ MECH REQUIREMENTS

L3x3x1/4 (4) SIDES OF OPENINGS

METAL ROOF DECK NOTSHOWN FOR CLARITY

COPE LEG EA END

L3x3x1/4 ~ TYP

PLAN VIEW

SECTION

TYP

TYP

3 1/16"

3"

G.C. TO COORD CURB & ANGLESUPPORT FRAME LOCATION IN FIELD

RTU CURB

RE: L/S-005 FOR FIELDADDED JOIST WEB REINF

L6x4x5/16 (LLH) ~ COPE VERTLEG @ JOIST

SUPPLIER NOTE:INTERMEDIATE JOIST TOP CHORDIS NOT BRACED BY ROOF DECK

PMECH ~ JOIST SUPPLIER TO DESIGNJOISTS FOR CONCENTRATED LOAD DUETO MECH UNIT AS SHOWN ON JOISTLOADING DIAGRAMS

L6x4x5/16 (LLH)

TYP EACHEND

CL OF PANEL POINT

CL OF PANEL POINT

CL OF CONCENTRATED HANGINGLOAD (OVER 150# BUT NOT TOEXCEED 400#) MAX OF (2) LOADSPER JOIST

(2)L2x2x3/16 TYP~ ONE EA SIDE OFJOIST

CL OF CONCENTRATED LOAD(OVER 150# BUT NOT TO EXCEED400#) MAX OF (2) LOADS PER JOIST

1/8TYP


DUCT ~ RE: MECH

DO NOT PLACE DUCTS INADJACENT BAYS ~ LEAVE AMINIMUM OF (1) BAY W/X-BRACING BETWEENDUCT RUNS

ADD X-BRACE ANGLES TOJOIST BRIDGING IN BAY EASIDE OF DUCT ~ DO NOTCUT BRIDGING UNTIL AFTERX-BRACES ARE INSTALLED

G.C. NOTE:COORD PLACEMENT OF MECHDUCTS W/ JOIST LAYOUT

SPECIAL JOIST DESIGN CRITERIAMARK W DL

PLFW LL

W/O DRIFTPLF

W LLW/ DRIFT

PLF

WDRIFT1

PLF

WDRIFT2

PLF

WMECH1

PLF

WMECH2

PLF

PMECH1

LB

PMECH2

LBP1LB

P2LB

P3LB

P4LB

P5LB

X1FT

X2FT

X3FT

X4FT

X5FT

X6FT

X7FT REMARKS

20KSP1

XXLHSPX

XXLHSPX

XXLHSPX

XXLHSPX

105 150 - - - 150 - - - - - - - - - - - - - - - -

NOTES:1. ALL K SERIES JOISTS SHALL HAVE 2 1/2 INCH DEEP BEARING SEATS UNLESS NOTES OTHERWISE ON PLAN OR DETAILS.3. WHERE ROOF SLOPE PARALLEL TO JOISTS EXCEEDS 1/4 INCH PER FOOT PROVIDE SLOPED BEARING SEATS.4. JOISTS WITH DRIFTING SNOW LOADS SHALL BE DESIGNED FOR THE WORST CASE OF EITHER A UNIFORM SNOW LOAD (W LL W/O DRIFT)OR A FLAT

ROOF UNIFORM SNOW LOAD (W LL W/ DRIFT) PLUS THE DRIFTING SNOW LOADS (W DRIFT).5. CAMBER JOISTS IN ACCORDANCE WITH SJI REQUIREMENTS.6. LIMIT THE LIVE LOAD DEFLECTION OF JOISTS TO L/360 UNLESS INDICATED OTHERWISE.7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH MECHANICAL ENGINEER, MECHANICAL SUB-CONTRACTOR

AND JOIST SUPPLIER. GENERAL CONTRACTOR NOTE: MECHANICAL UNIT WEIGHTS AND SIZES ARE LIMITED TO THOSE DOCUMENTED ON THE MECHANICALDRAWINGS WITH STRUCTURAL DESIGN LOADS AND PLAN LOCATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS. SELECTION OF MECHANICAL UNITSNOT CONFORMING TO THESE SPECIFICATIONS IS NOT PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURALENGINEER. SIMILARLY, THE LOCATION OF THE MECHANICAL UNITS SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL NOT BE CHANGEDWITHOUT PRIOR REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURALENGINEER.

8. JOIST SUPPLIER TO REFER TO MECHANICAL SUB-CONTRACTOR SUBMITTAL FOR MECHANICAL ROOF TOP UNIT CURB DIMENSIONS.9. JOIST SUPPLIER SHALL PREPARE LOAD DIAGRAMS FOR EACH SPECIAL JOIST AND INCLUDE WITH INITIAL SHOP DRAWING SUBMITTAL.

STRUCTURAL CALCULATIONS FOR SPECIAL JOISTS SHALL BE SUBMITTED FOR RECORD WITH RECORD SHOP DRAWING SUBMITTAL.REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

10. ON EACH SIDE OF A MECHANICAL UNIT, ADD 150 PLF SUPER IMPOSED TO ALL LOADS TO COVER DRIFTING AROUND UNITS. REFER TO DIAGRAM FOR LENGTH.

X8FT

-

W1PLF

-

X9FT

-

28KSP1 105 150 - - - - - 500 - 1600 - 1750 - - 10.6 - 19 - - - - -0150 5.5

28KSP2 105 150 - - - - - 625 - - - - - - - - - - - - - -0150 5.5

28KSP3 105 150 - - - - - - - - - - - - - - - - - - - -0150 14.5

28KSP3 105 150 - - - - - 400 - - - - - - - - - - - - - -0150 14.5

2

W DEAD LOAD

W LIVE LOAD

X1

X6

RE: NOTE 7 RE: NOTE 8

X3

RE: NOTE 8 RE: NOTE 7

X2

X7

2" 2" 2" 2"

CL PLAN WEST ORPLAN SOUTH SUPPORT

W DRIFT1 P1

P MECH1 P MECH1

P3

W MECH1 W MECH2

P2 W DRIFT2

CL PLAN EAST ORPLAN NORTH SUPPORT

X4

X5

P4 P5

P MECH2 P MECH2

SPECIAL JOIST LOAD DIAGRAM

KS-004

W1

X8 X9

RE: NOTE 10

5'-0". .5'-0"

RE: NOTE 10

5'-0". .5'-0"

6" MIN PASTHOLE ROOF DECK

(1) #10 SCREWS EA SIDEOF HOLE, EA FLUTE

DECK REINF PL~ RE: SCHEDULE

HOLE SIZE PLATE THICKNESS1. <4" NO REINFORCING2. 4" TO 8" 18GA PLATE3. 8" < HOLE < 12" 16GA PLATE4. 12" < HOLE FRAME PER STANDARD DETAIL

ONE SMALL PENETRATIONMAX PER DECK SHEET


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

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05/22/2013 ISSUE FOR ADDENDUM 01 - BP 0205/28/2013 ISSUE FOR ADDENDUM 02 - BP 0205/31/2013 ISSUE FOR ADDENDUM 03 - BP 0206/06/2013 ISSUE FOR ADDENDUM 04 - BP 02


06/17/2013 ISSUE FOR CONSTRUCTION06/28/2013 ISSUE FOR COB #2 - BP 02

6/27

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STANDARD STEELDETAILS



12036.0


NO SCALES-004A COLUMN BASE PLATE SCHEDULE

3/4" = 1'-0"S-004B COLUMN SPLICE

3/4" = 1'-0"S-004C SLAB EDGE @ CURTAIN WALL

3/4" = 1'-0"S-004D GIRT CONN @ CURTAIN WALL

3/4" = 1'-0"S-004E TYP JOIST FIELD WELDS

3/4" = 1'-0"S-004F JOIST / BEAM CONN

3/4" = 1'-0"S-004G JOIST / BEAM CONN

3/4" = 1'-0"S-004H TYP JOIST / COLUMN CONN

3/4" = 1'-0"S-004J TYP ROOF OPENING & DECK REINF

3/4" = 1'-0"S-004K MECH RTU SUPPORT

3/4" = 1'-0"S-004L JOIST REINF @ CONCENTRATED LOADS

3/4" = 1'-0"S-004M MECH DUCTS BETWEEN JOISTS

3/4" = 1'-0"S-004N SPECIAL JOIST DESIGN CRITERIA

3/4" = 1'-0"S-004P SPECIAL JOIST LOAD DIAGRAM

NO SCALES-004Q ROOF DECK PENETRATIONS < 12"

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PROFILE CPROFILE BPROFILE A

DIAPHRAGMCAPACITY (MIN)

PLFDEPTH

INDESIGN

THICKNESSFyKSI

IIN /FT

SpIN /FT

SnIN /FT

METAL ROOF DECK SCHEDULE

TYPEPROFILE GAUGE

SECTION PROPERTIES

4 3 3 ACOUSTICAL FINISHPERPENDICULAR SUPPORTS

FASTENER PATTERN

CONNECTIONS

PARALLEL SUPPORTS

FASTENER SPACING FASTENER

SIDE LAPS

SPACING

RD1 1.5 B 22 0.0295 0.169 0.186 0.192 33 N GALV HILTI PINS - NOTE 1 36/5 HILTI PINS - NOTE 1 9" HILTI SCREW - NOTE 2 8" 483

RD2

RD3 1 A 22 0.0295 0.073 0.130 0.134 60 N GALV -

RD - - - - - - - - - - - - - - - - -

1"

2'-8"

4"

3"

1 1/

2"

6"

1 9/16" MIN

3'-0"

6"

1 9/16" MIN

3'-0"

1 1/

2"

1.5 B 20 0.0358 0.212 0.234 0.247 33 N GALV 36/5 HILTI PINS - NOTE 1 9" 12" 499HILTI PINS - NOTE 1 HILTI SCREW - NOTE 2

NOTES:1. SELECT HILTI PINS BASED ON THICKNESS OF STEEL (Tf) TO BE ATTACHED TO

a. STEEL THICKNESS 1/8"<Tf<1/4" - HILTI X-EDNK22 THQ12b. STEEL THICKNESS 3/16"<Tf<3/8" - HILTI X-EDN19 THQ12c. STEEL THICKNESS 1/4"<Tf - HILTI X-ENP-19 L15

2. HILTI HWH OR HHWH, SELF DRILLING NO. 10 x 3/4" SCREWS USED FOR SIDE LAP ATTACHEMENT

# 10 TEKS 33/4 # 10 TEKS 6" # 10 TEKS 6"

PROFILE A PROFILE B PROFILE C PROFILE D

DIAPHRAGMCAPACITY (MIN)

PLFFyKSI3

SnIN /FT3

SpIN /FT4

InIN /FT

IpIN /FT

DESIGNTHICKNESS

DEPTH(IN)

CONC THICKNESS(IN)

TOTAL SLABTHICKNESS

(IN) 4

TYPEPROFILE

CONCRETE SLAB SECTION PROPERTIES

CONCRETE REINFORCING GAUGE

METAL DECK SECTION PROPERTIES

CONCRETE SLAB ON METAL DECK SCHEDULE

COMPOSITE FINISHPERPENDICULAR SUPPORTS

FASTENER PATTERN FASTENER

PARALLEL SUPPORTS

CONNECTIONS

SPACING FASTENER

SIDE LAPS

SPACING

FS1 5 3 1/2 B NW 6x6 W2.1xW2.1 1 1/2 20 0.0358 0.195 0.222 0.231 0.240 40 Y GALV HILTI PINS - NOTE 1 36/4 HILTI PINS - NOTE 1 12" BUTTON PUNCHED 36" 2865

- - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - -

FS

FS

FS

FS

EQ

EQ

CO

NC

TH

K1"

SLA

B T

HK

4"

3"

2'-8"

6"

1 1/2" MIN

3'-0"

EQ

EQ

CO

NC

TH

K1

1/2"

SLA

B T

HK

7"

1'-0" 5"

24" OR 36"

EQ

EQ

2"C

ON

C T

HK

SLA

B T

HK

EQ

EQ

7 1/4"

1'-0" 4 3/4"

24" OR 36"

3"C

ON

C T

HK

SLA

B T

HK

NOTES:1. SELECT HILTI PINS BASED ON THICKNESS OF STEEL (Tf) TO BE ATTACHED TO

a. STEEL THICKNESS 1/8"<Tf<1/4" - HILTI X-EDNK22 THQ12b. STEEL THICKNESS 3/16"<Tf<3/8" - HILTI X-EDN19 THQ12c. STEEL THICKNESS 1/4"<Tf - HILTI X-ENP-19 L15

2. STANDING SEAM INTERLOCKING-TYPE SIDELAPS MUST BE WELL ENGAGED AND THE BUTTON-PUNCHING SHARP AND DEEP.THE COATING OF THE OUTER PROTRUDING NOSE OF THE PUNCHED LAP SHOULD BE "STARRED", INDICATING A NEARPENETRATION OF THE BUTTON PUNCHING TOOL.

METAL STUD WALL SCHEDULE

MARK SIZEIN

SPACING

STUD

FLANGEWIDTH, IN

GA

TRACK

LEGIN

GA

6

6

16" O.C.

16" O.C.1 5/8

1 5/8 16

14 1 1/4

1 1/4 16

16W1

W2

NOTES:1. STUDS AND TRACKS SHALL BE HOT DIP GALVANIZED.2. RE: ARCH FOR PARTITIONS AND MISC FRAMING.3. ALL WALLS SHALL BE TYPE W1 U.N.O.

6 16" O.C.2 14 1 1/4 16W3

6 16" O.C.1 5/8 12 1 1/4 16W4

8 16" O.C.1 5/8 16 1 1/4 16W5

H

S-005

K

S-005

G

S-005

F

S-005

G

S-005

HEADER RE: D/S-005

TRACK

HEAD TRIMMER

SILL TRIMMER

KING STUD

SLIP CONN

ROUGH OPENINGRE: ARCH

SILL RE: D/S-005

ROUGH OPENINGRE: ARCH

HEADER RE: D/S-005

NOTES:1. ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES.2. SCREWS TO BE NO. 10-16 (DIA = .19 INCHES).3. SCREW SPACING AND EDGE DISTANCE = 3/8" (MIN)4. WHERE ACCEPTABLE 1/8" FILLET WELDS MAY BE SUBSTITUTED

FOR SCREWS. 1" OF WELD = 3 SCREWS.5. ALL WELDED LIGHT GUAGE MTL MUST BE 16GA (MIN).6. ALL SCREWS SHALL BE STAINLESS STEEL.7. TRACK IS REQ'D @ TOP AND BOTTOM OF ALL WALLS.8. SPACE STUDS @ 16" O.C. MAX U.N.O.9. PROVIDE (3) STUDS MINIMUM @ WALL CORNER.10. EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED, STUD/STUD

AND STUD/TRACK CONNECTIONS MAY BE SCREWED OR WELDEDIN ACCORDANCE WITH APPLICABLE BUILDING CODES.

J

S-005

STRUCTURE ABOVE

TRIMMER STUDFOR SILL

PL 16GA EA SIDEW/ (6) SCREWSAS SHOWN

KING STUD

TRIMMER STUDFOR HEADER

SILL ~ RE: D/S-005

CONT TRACKOVER TRIMMER

BEAR HEADER ONTRIMMER STUD

HEADER ~ RE: D/S-005

PL 16 GA EASIDE W/ (9)SCREWS INTOKING & HEADER

KING STUDS

TRIMMER STUD ~FASTEN TO KINGW/ (2) ROWS OFSCREWS @ 12" O.C.STAGGERED

SCREW TRACK TOHEADER @ 12" O.C.

SCREW EA STUD TOTRACK ~ TYP CONC SUPPORT

(2) .157"ø x1" PAF(HILTI X-U OR EQUAL)@ 16" O.C.

CONT TRACK ~ MATCHSTUD GAUGE UNLESSNOTED OTHERWISE

..2 1/4"EDGE OF

TRACK

6" LTGA STUD FRAMING ~RE: PLAN OR SCHEDULE

1 1/2x1 1/2x16GA CLIP ANGLEW/ (2) SCREWS TO EA STUD

TRACK 14GA x CONT

1 1/2"-16GA U CHANNEL BRIDGINGIN UPPERMOST PUNCHED OPENINGW/ (2) SCREWS TO CLIP ANGLE

DO NOT FASTENSHEATHING TOTRACK

1" M

IN C

LRU

.N.O

.

~ (

3" M

IN)

U.N

.O.

CLR

DIM

EN

SIO

N +

2"RE: DETAILS FOR REQUIREDLOCATIONS OF SLIP HEADS

BRIDGING ALTERNATE: CONTINUOSSTRAP ON BOTH SIDES OF WALLSCREWED TO EA STUD

VERT SURFACEOF STEEL SUPPORT

(3) #12 SELF TAPPINGSCREWS THRU STEP BUSHINGS@ 43 MIL & LIGHTER STUDS(2) #12 SCREWS @ 54 MIL &HEAVIER STUDS

SLB600 BYPASS CLIP @ EA STUD

METAL STUD

NOTES:1. EACH SLIDE SLIP SHALL HAVE 630LB LATERAL (HORIZONTAL) LOAD CAPACITY.2. PROVIDE (2) SLIDE CLIPS MINIMUM @ MULTIPLE STUD CONDITIONS.3. SIZE OUTSTANDING HORIZONTAL LEG OF SLIDE CLIP FOR SPECIFIC STUD SIZE

& GAP TO VERTICAL SURFACE OF STEEL SUPPORT.

(3) 0.157"ø PAF (HILTI X-U 16 OR EQUAL)TO EDGE ANGLE (1/4" MIN THICKNESSA36 STEEL)

BLOCKING ~ ALTERNATE 2COLD ROLLED CHANNEL FLAT STRAP ~ ALTERNATE 1

CLIP FLANGE AND BEND SECTIONTO FORM VERTICAL

TYP STUD

CLIP ANGLE FASTENED TOSTUD AND CHANNELAS REQUIRED

(2) #10 SCREWS

COLD-ROLLED CHANNELHORIZONTAL BRIDGING

2" 18GA FLAT STRAP~ EA SIDE OF STUD

(1) #10 SCREWEA STUD

TYP STUD

(1) #10 SCREW EASIDE OF STUD ~ TYP

C6 BLOCKING BTWNEA STUD ~ TYP

BRACING NOTE:FLANGE BRACING NOT REQUIRED IFWALL IS SHEATHING ~ BOTH FLANGESARE REQUIRED TO BE BRACED

WALL SHEATHING ~ ATTACHMENTPER UBC 25-G, 25-H ~ (4)SCREWS PER BLOCK MINIMUM

CL STRAP SPLICE (WHERE REQ'D)CL BLOCKING

C STUD BLOCKING ~ MATCH STUDSIZE & GAGE ~ SPACE BLOCKINGCOLUMNS @ END OF WALLS AND@ 20'-0" MAX O.C. BETWEEN

CRA-20 GA x2x2 WITH (2) #8TEKS EACH LEG

20GA x1 1/2" WIDE STRAP CONTINUOUS~ CONNECT TO EA STUD FLANGEWITH (1) #8 TEKS ~ CONNECT TOBLOCKING WITH (4) #8 TEKS

CUT LIP AS REQ'D

BACKER STUD:6"x18GA C-STUD W/(2) CRA 2x2x18GA CLIPS

STUD WALL ~ RE: ARCH

TRIM RETURN FLANGE@ BACKER STUD

HANDRAIL BRACKET ~ BOLTTHRU CENTER OF BACKERSTUD

HANDRAIL ABOVE

(2) #10 SCREWS

1 5/

8"

VERT SURFACEOF STEEL SUPPORT

LB600 CLIP @ EA STUD

METAL STUD(14 GA MIN)

NOTES:1. PROVIDE (2) SLIDE CLIPS MINIMUM @ MULTIPLE STUD CONDITIONS.2. SIZE OUTSTANDING HORIZONTAL LEG OF SLIDE CLIP FOR SPECIFIC STUD SIZE

& GAP TO VERTICAL SURFACE OF STEEL SUPPORT.

(4) 0.157"ø PAF (HILTI X-U 16 OR EQUAL)TO EDGE ANGLE (1/4" MIN THICKNESSA36 STEEL)

(3) #12 SCREWS TOEA STUD (PATTERNNO. 2)

1/2" MAX OFFSET

CONC SLAB ON STEELDECK

COMPOSITE STEEL BEAM

CRA 4x4x16GA x0'-4"L W/(3) 0.157"ø PAF TO BEAMWEB @ EA KICKER

LTGA KICKER W/ SCREW CONN's@ EA END

PERPINDICULAR CONDITION

PARALLEL CONDITION


COMPOSITE STEEL BEAMBEYOND

CRA 4x4x16GA x1'-0"L W/(4) 0.157"ø PAF TO DECK@ EA KICKER

LTGA KICKER W/ SCREW CONN's@ EA END


HSS3x3x1/4 W/ COPE CUT@ END ~ LOCATE 8'-0" O.C.MAX @ JOIST TOP CHORDPANEL POINT

LTGA KICKER

4"

L6x4x5/16 (LLV) xCONT

CRA 4x4x0'-4"L @ EA KICKER~ (3) #10 SCREWS TO KICKER& (2) 0.157"ø PAF TO ANGLE

ROOF DECK

3/16

1" MAX


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

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JR








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STANDARDLIGHTGAUGE STEELDETAILS



12036.0


NO SCALES-005

A METAL ROOF DECK SCHEDULENO SCALES-005

B CONC SLAB ON METAL DECK SCHEDULE

NO SCALES-005

C METAL STUD WALL SCHEDULENO SCALES-005

D NOT USEDNO SCALES-005

E TYP METAL STUD WALL CONSTRUCTIONNO SCALES-005

F SILL/JAMB CONN @ OPNGSNO SCALES-005

G HEADER/JAMB CONN @ OPNGS

NO SCALES-005

H TYP STUD WALL TRACK CONNNO SCALES-005

J SLIP HEAD CONNNO SCALES-005

K VERTICAL SLIP CONNNO SCALES-005

L VERTICAL STUD BRIDGING

3" = 1'-0"S-005

M FREE-FLANGE BRACING (JOIST) 1 1/2" = 1'-0"S-005

N HANDRAIL BRACKET SUPPORTNO SCALES-005

P RIGID CONN @ LTGA STUD 3/4" = 1'-0"S-005

Q KICKER CONNECTIONS

3

3/4" = 1'-0"S-005

R KICKER CONN PERP TO ROOF JOIST

3

4

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BB

CC

DD

EE

FF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

HSS8x8x

3/8

BP3AHSS6x6x

1/4

BP-4A

2.5

2.5

JS-501

_______________________

HSS12x1

2x1/2

BP-1AHSS12

x12x

1/2

BP-1AHSS12

x12x

3/8

BP-1A

HSS8x8x

3/8

BP-3AHSS8x

8x3/

8

BP-3AHSS8x

8x1/

4

BP-4A

HSS8x8x

1/2

BP-1B HSS8x

8x1/

2

BP-1B

C.5

D.4

B.7HSS8x

8x3/

8

BP-3A

7. 25°

C.6

6

6

D.6

HSS8x8x3/8BP3A

HSS8x8x

3/8

BP3A

17.0

0°

5.5

5.5

_______S-401

A

_______S-401

B

_______S-401

C

17.00°

10 1/4" 8'-5"

7'-0

"2'

-6 3

/4"

T.O.C.

100'-0"

T.O.C.

100'-0"

S-310

D

S-310 C

S-310

B

S-310 A

S-311

A

S-311B

S-311

D

S-312A

S-311

F

S-311 E

4.8

D.9

D.10 D.11

C1

B1B1

B6B1 C1

B1

B1 B6

B1

E7

GB1

GB1

GB1T.O.D.P.

96'-8"

T.O.D.P.

97'-0"

F2

T.O.D.P.

97'-0"

F2

T.O.D.P.

97'-0"

C2

T.O.P.C.

99'-0"

~ TYP U.N.O.

T.O.P.C.

99'-0"

T.O.P.C.

99'-0"

E3 E3 E3 E3 E3 E3 E3 E3

E3

E3E3E3E3E3

CW1

CW

1

CW1

CW2

CW

10

CW3

CW

3

T.O.G.B.

96'-6"

T.O.G.B.

99'-0"

T.O.G.B.

96'-6"

T.O.G.B.

99'-0"

CW

8

CW5

CW

11

CW9

CW4

CW

6

CW7

CW

9

CW3

CW

3

CW

4

CW5

CW

5

T.O.D.P.

94'-2"

E3

E3

T.O.D.P.

94'-2"

T.O.G.B.

96'-6"

E3

E3

E3

D4

11'-8

3/1

6"11

'-4 5

/16"

7'-3

"

B1

E5

E3

E3

E3E5

E3

E5

A1

GRADE BEAM ABOVE

D4

A2

A1

A2

A224" PIT SLAB

T.O.C.

95'-0"

T.O.G.B.

95'-0"T.O.D.P.

92'-10"

T.O.D.P.

92'-10"

T.O.D.P.

92'-10"

E5

E5

E5

E3

E5

T.O.D.P.

94'-2"

T.O.D.P.

94'-2"

T.O.D.P.

92'-10"

T.O.G.B.

96'-6"

B2

T.O.P.C.

96'-6"

T.O.D.P.

94'-6"

GB

1

MS-002

~_______________________

T.O.D.P.

94'-2"

~ TYP OF (9)ALONG GRID G

T.O.D.P.

94'-2"

T.O.D.P.

94'-2"

T.O.D.P.

94'-2"

6"

T.O.D.P.

94'-2"

T.O.D.P.

94'-2"

CS-501

_______________________

BS-501

_______________________

DS-501

_______________________

SS-501

_______________________

S-312 C

17.0

0°

17.00°

5" CONC SLAB-ON-GRADE W/6x6-W2.1xW2.1 W.W.F. CHAIRED

2" FROM TOP OF SLAB

9'-0

"3'

-11"

10'-5 7/8" 7'-9 15/16" 7'-9 15/16" 7'-9 15/16" 7'-5 1/2" 7'-5 1/2" 7'-5 1/2" 7'-5 3/8" 8'-5 1/4" 8'-5" 8'-5" 8'-5 1/2"

1'-0 3/8"

11 3

/8"

_______S-401

D

_______S-401

E

_______S-401

F

_______S-401

FO.H.

8'-9 1/4" 10'-4" 10'-4"N

S-002

~_______________________

PS-002

~_______________________

9'-0

"9'

-0"

E3

_______S-401

G

_______S-401

J

E3

2'-6

"

10'-2

1/8

"

9'-0

"

9'-0

"

1'-6

"

14'-8 5/8" 14'-8 5/8" 15'-1 3/8" 15'-1 3/8"

A1 A1

12'-9 7/8" 12'-9 7/8"

A1

LFRS MIXRE: S-001

LFRS MIX~ RE: S-001

LFRS MIXRE: S-001

GB2

GB

2

GB

2

GB

3

GB3

GB3

GB

3

7'-9

7/1

6"7'

-5 9

/16"

3 7/

8"

GB

5

GB

4

GB4 ~ TYP ALONG GRID G

GB

4

GB4

ES-501

_______________________

4'-0"

ES-501

+_______________________

T.O.G.B.

99'-4"

AS-501

_______________________

1'-6

" ~

CL

PIE

R

8 1/8"

2 1/8"

2'-0

7/8

"

NS-002

~_______________________

1'-0" ~ TYP

1'-0"T ISOLATION PAD

AHU-1 AHU-2Q

S-002

~_______________________

QS-002

~_______________________

SS-002

~_______________________

3'-0"sq x7"D FLOOR SINKDEPRESSION ~ RE: MEPFOR LOCATION

1'-8 3/8"

1'-8 3/8"

8'-1 11/16"

4'-1

3/4

"

6 3/8"

3 7/

8"

TURNINGPOINT

7'-1

3/8

"

38'-7

1/2

"

21'-8 5/16"

TURNING POINT

1'-1

15/

16"

9'-10 1/4"

5'-6

3/8

"

HSS3-1/2x3-1/2x3/8

24"sq SUMP PIT CENTEREDON BACK WALL ~K

S-501

_______________________

CW

10C

W10

_______S-401

M

NS-501

_______________________

_______S-401

P

AS-501

+_______________________

QS-501

_______________________

PS-501

_______________________

T.O.G.B.

99'-4"

12'-4"7'-4"

_______S-401

R

_______S-401

U

_______S-401

S

US-501

_______________________

US-501

+_______________________

TS-501

_______________________

S-311C

2

2

2

2

CONC FILLED PANS& METAL STAIRSBY OTHERS

22


2" FROM TOP OF SLAB

97'-6"

T.O.C.

3

HSS5x2x

3/16

GIRT

POST

33 HSS5x2x

3/16

GIRT

POST

COB #2

PIERDIAMETER

IN

PENETRATIONINTO

BEDROCK

VERTICALREINFORCING

(FULLHEIGHT)

DRILLED PIER SCHEDULE

MARK TIES REMARKS

A

B

C

D

NOTES:1. MINIMUM DRILLED PIER LENGTH = 20'-0" UNLESS NOTED OTHERWISE ON PLAN. PENETRATE

INTO BEDROCK AS REQUIRED TO MEET MINIMUM DRILLED PIER LENGTH SHOWN ABOVE.2. DRILLED PIER END BEARING = 30 KSF SKIN FRICTION = 3 KSF3. INSTALL 4" VOID FORM ALL AROUND DRILLED PIERS TO CONCRENTRATE LOAD INTO PIER.4. RE: F/S-002 FOR TYPICAL DRILLED PIER CONSTRUCTION5. RE: DRILLED PIER DOWEL SCHEDULE THIS SHEET FOR DOWELS @ EACH PIER

24

24 (8) #6

15'-0" (8) #6

10'-0" #4 @ 12" O.C.

#4 @ 12" O.C. -

-

36 12'-0" (14) #6 #4 @ 12" O.C. -

36 15'-0" (18) #8 #4 @ 12" O.C. -E

18 10'-0" (8) #5 #4 @ 12" O.C. -

24 18'-0" (8) #6 #4 @ 12" O.C. -F

FOUNDATION PLAN NOTES:1. USGS ELEVATION 6334.5’= ARCHITECTURAL ELEVATION 100’-0”2. SLAB-ON-GRADE SHALL BE 5 INCH THICK NORMAL WEIGHT CONCRETE. REINFORCE

CLASSROOM SLAB-ON-GRADE WITH 6X6/W2.9XW2.9 W.W.F. CENTERED IN MIDDLEOF SLAB.

3. PLACE SLABS-ON-GRADE ON 15 MIL CLASS A VAPOR BARRIER. PLACE VAPOR BARRIERDIRECTLY ON 4” MIN LAYER OF DRY GRANULAR MATERIAL ABOVE PROPERLY COMPACTEDMOISTURE CONDITIONED FILL. REFER TO PROJECT SOILS REPORT FOR FURTHERINFORMATION ON SUBGRADE PREPERATION.

4. LOCATE SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATEAPPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET INAREA. LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. SUBMIT PROPOSEDCONTROL AND CONSTRUCTION JOINT PLAN FOR REVIEW AND APPROVAL TWO (2) WEEKSPRIOR TO CONSTRUCTION.

5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: ON PLAN. REFER TO PLANS

AND ARCHITECTURAL DRAWINGS FOR AREAS SLOPING TO DRAIN OR DEPRESSED FOR TILE.6. DRILLED PIER TYPE INDICATED THUS: ON PLAN. RE: SCHEDULE ON THIS SHEET FOR

ADDITIONAL INFORMATION.7. TOP OF DRILLED PIER ELEVATION NOTED THUS: ON PLAN.

8. CENTER DRILLED PIERS UNDER GRADE BEAMS OR COLUMNS UNLESS DIMENSIONEDOTHERWISE ON PLAN.

9. GRADE BEAM TYPE NOTED THUS: GBX ON PLAN. REFER TO SCHEDULE THIS SHEETFOR FURTHER INFORMATION.

10. TOP OF GRADE BEAM NOTED THUS: ON PLAN.

11. STEP IN TOP OF GRADE BEAM INDICATED THUS: ON PLAN.12. CONCRETE WALL TYPE NOTED THUS: CWX ON PLAN. REFER TO CONCRETE WALL SCHEDULE

THIS SHEET FOR FURTHER INFORMATION.13. RE: ARCH. FOR LOCATION AND SIZE OF OPENINGS IN METAL STUD WALLS.14. WX AS SHOWN ON PLAN OR ELEVATION INDICATES LIGHTGAUGE STEEL STUD WALL TYPE.

REFER TO WALL SCHEDULE, SHEET S-005 FOR INFORMATION.15. BP-X AS SHOWN ON PLAN INDICATES STEEL POST BASE PLATE TYPE. REFER TO BASE PLATE

SCHEDULE, SHEET S-004 FOR INFORMATION.16. REFER TO SHEETS S-001 THROUGH S-005 FOR GENERAL NOTES AND STANDARD DETAILS.

THESE NOTES AND DETAILS APPLY TO ALL SHEETS.

XXX'-X"

T.O.G.B.

XXX'-X"

T.O.D.P.

XXX'-X"

T.O.C.

X

WIDTH VERT REINF

CONCRETE WALL SCHEDULE

MARK

CW1

CW2

CW3

CW4

NOTES:1. CENTER DRILLED PIER ON PIER CAP, COLUMN, GRADE BEAM, OR FOUNDATION

WALL UNLESS NOTED OTHERWISE ON PLAN.2. INSIDE FACE = INSIDE BUILDING FACE

OUTSIDE FACE = DIRT FACE

8"

#5 @ 12" O.C. EA FACE

COMMENTS

-

HORIZ REINF

#5 @ 12" O.C. EA FACE

CW5

CW6

CW7

CW8

CW9

CW10

CW11

CW12

8"

#5 @ 12" O.C. CENTERED

-


10" #5 @ 12" O.C. EA FACE -#5 @ 12" O.C. EA FACE

12"#7 @ 10" O.C. INSIDE FACE

#5 @ 12" O.C. OUTSIDE FACE-#4 @ 12" O.C. EA FACE

12"#6 @ 10" O.C. INSIDE FACE

#5 @ 12" O.C. OUTSIDE FACE-#5 @ 12" O.C. CENTERED


15" #6 @ 12" O.C. EA FACE -#6 @ 10" O.C. INSIDE FACE

#5 @ 12" O.C. OUTSIDE FACE

15 1/2" -

17" -#6@ 10" O.C. INSIDE FACE

#5 @ 12" O.C. OUTSIDE FACE



----

#6 @ 12" O.C. INSIDE FACE#7 @ 6" O.C. OUTSIDE FACE


#5 @ 12" O.C. EA FACE

DRILLED PIER DOWEL SCHEDULE

1. INDICATES DRILLED PIER TYPE AND DOWELI.E = 24"ø PIER x 10'-0" EMBED & TYPE I DOWELS

2. ALL T.O PIERS TO HAVE SMOOTH, LEVEL SURFACE UNLESS NOTED OTHERWISE

X#

NOTES:

B1

TYPE I

(3) #6x6'-0"6" DIA CIRCPATTERN 2'

-2"

PR

OJ

TYPE 2

(3) #6x6'-0"6" DIA CIRCPATTERN

1'-1

0" P

RO

J

TYPE 3

(9) #7x7'-0"

2'-0

" P

RO

J

DOWELS @ EVERYOTHER D.P. VERT

TYPE 5

RE: P/S-310

TYPE 6

2'-0

" P

RO

J

DOWELS @ EVERYVERT ~ MATCH D.P.VERT SIZE

(8) #6x6'-0"

TYPE 4

(7) #7x7'-0"

2'-0

" P

RO

J


TYPE 7

2'-6

" P

RO

J

DOWELS MATCH PILASTERDIMENSIONS ~ RE: S-401

(8) #7x7'-0"COB #2

WIDTH BOTTOM REINF

CONCRETE GRADE BEAM SCHEDULE

MARK

GB1

GB2

GB3

GB4


WALL UNLESS NOTED OTHERWISE ON PLAN.

15" (4) #6

TOP REINF

(4) #6

STIRRUPS

#3 @ 16" O.C.

STIRRUPS

III

COMMENTS

(3) #4 SKIN STEEL EA SIDE



III

III

36" (5) #6 (5) #6 #4 @ 24" O.C.

36" (4) #6 (4) #6 #4 @ 8" O.C.

TYPE I TYPE II TYPE III

SKIN STEELAS REQ'D (2) LAYERS WHERE

NOTED

(3) #4 SKIN STEEL EA SIDEIII36" (7) #6 (4) #6 #3 @ 24" O.C.

GB5 (3) #4 SKIN STEEL EA SIDEIII36" (8) #6 (9) #7 #5 @ 6" O.C.

GB6 -II12" (3) #6 (12) #5 #4 @ 16" O.C.


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








06/28/2013 ISSUE FOR COB #2 - BP 02

6/2

7/2

013 2

:33:1

8 P

M

C:\

Users

\ale

xs.R

EI\D

ocum

ents

\12036 U

CC

S_v2013-c

entr

al_

ale

xs.r

vt

S-110S-110S-110S-110

FOUNDATION PLAN



12036.0


N 1/8" = 1'-0"

FOUNDATION PLAN

1

1

AABB

CC

DD

EEFF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4"

2'-0"

20'-3

3/4"

12'-3

1/2"

7'-4 1

/2"18

'-7 1/

2"4'-

5"6'-

9"

71'-9

1/4"

2'-0"

20'-3

3/4"

9'-3 3

/16"

10'-4

13/16

"7'-

7 3/16

"11

'-0 5/

16"

4'-5"

6'-9"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

HSS8x8x3/

8

BP3AHSS6x6x1/

4

BP-4A

2.5

2.5

JS-501

_______________________

HSS12x12x

1/2

BP-1AHSS12x12x

1/2

BP-1AHSS12x12x

3/8

BP-1A

HSS8x8x3/

8

BP-3AHSS8x8x3/

8

BP-3AHSS8x8x1/

4

BP-4A

HSS8x8x1/

2

BP-1B HSS8x8x1/

2

BP-1B

C.5

D.4

B.7 HSS8x8x3/

8

BP-3A

7.25°

C.6

6

6

D.6

HSS8x8x3/8BP3A

HSS8x8x3/

8

BP3A

17.00

°

5.5

5.5

_______S-401

A _______S-401

B

_______S-401

C

17.00°

10 1/4" 8'-5"

7'-0"

2'-6 3

/4"

T.O.C.100'-0"

T.O.C.100'-0"

S-310

D

S-310 C

S-310

B

S-310 A

S-311

A

S-311B

S-311

D

S-312 A

S-311

F

S-311 E

4.8

D.9

D.10 D.11

C1

B1B1

B6 B1 C1

B1

B1 B6

B1

E7

GB1

GB1

GB1 T.O.D.P.

96'-8"

T.O.D.P.

97'-0"

F2

T.O.D.P.

97'-0"

F2

T.O.D.P.

97'-0"

C2

T.O.P.C.99'-0"

~ TYP U.N.O.

T.O.P.C.99'-0"

T.O.P.C.99'-0"

E3 E3 E3 E3 E3 E3 E3 E3

E3

E3E3E3E3E3

CW1

CW1

CW1

CW2

CW10

CW3

CW3

T.O.G.B.

96'-6"

T.O.G.B.

99'-0"

T.O.G.B.96'-6"

T.O.G.B.99'-0"

CW8

CW5

CW11

CW9

CW4

CW6

CW7

CW9

CW3

CW3

CW4

CW5

CW5

T.O.D.P.94'-2"

E3E3

T.O.D.P.94'-2"

T.O.G.B.96'-6"

E3

E3

E3

D4

11'-8

3/16

"11

'-4 5/

16"

7'-3"

B1

E5

E3

E3

E3E5

E3

E5

A1

GRADE BEAM ABOVE

D4

A2

A1

A2

A224" PIT SLAB

T.O.C.95'-0"

T.O.G.B.95'-0" T.O.D.P.

92'-10"

T.O.D.P.92'-10"

T.O.D.P.92'-10"

E5E5

E5

E3

E5

T.O.D.P.94'-2"

T.O.D.P.94'-2"

T.O.D.P.

92'-10"

T.O.G.B.96'-6"

B2T.O.P.C.

96'-6"

T.O.D.P.94'-6"

GB1

MS-002

~_______________________

T.O.D.P.94'-2"

~ TYP OF (9)ALONG GRID G

T.O.D.P.94'-2"

T.O.D.P.94'-2"

T.O.D.P.94'-2"

6"

T.O.D.P.94'-2"

T.O.D.P.94'-2"

CS-501

_______________________

BS-501

_______________________

DS-501

_______________________

SS-501

_______________________

S-312 C

17.00

°

17.00°


2" FROM TOP OF SLAB

9'-0"

3'-11

"

10'-5 7/8" 7'-9 15/16" 7'-9 15/16" 7'-9 15/16" 7'-5 1/2" 7'-5 1/2" 7'-5 1/2" 7'-5 3/8" 8'-5 1/4" 8'-5" 8'-5" 8'-5 1/2"

1'-0 3/8"

11 3/

8"

_______S-401

D

_______S-401

E_______

S-401F

_______S-401

FO.H.

8'-9 1/4" 10'-4" 10'-4"N

S-002

~_______________________

PS-002

~_______________________

9'-0"

9'-0"

E3

_______S-401

G

_______S-401

J

E3

2'-6"

10'-2

1/8"

9'-0"

9'-0"

1'-6"

14'-8 5/8" 14'-8 5/8" 15'-1 3/8" 15'-1 3/8"

A1 A1

12'-9 7/8" 12'-9 7/8"

A1

LFRS MIXRE: S-001

LFRS MIX~ RE: S-001

LFRS MIXRE: S-001

GB2

GB2

GB2

GB3

GB3

GB3

GB3

7'-9 7

/16"

7'-5 9

/16"

3 7/8"

GB5

GB4

GB4 ~ TYP ALONG GRID G

GB4

GB4

ES-501

_______________________

4'-0"

ES-501

+_______________________

T.O.G.B.99'-4"

AS-501

_______________________

1'-6"

~ CL

PIE

R

8 1/8"2 1/8"

2'-0 7

/8"

NS-002

~_______________________

1'-0" ~ TYP

1'-0"T ISOLATION PAD

AHU-1 AHU-2 QS-002

~_______________________Q

S-002

~_______________________

SS-002

~_______________________

3'-0"sq x7"D FLOOR SINKDEPRESSION ~ RE: MEPFOR LOCATION

1'-8 3/8"

1'-8 3/8"

8'-1 11/16"

4'-1 3

/4"

6 3/8"

3 7/8"

TURNINGPOINT

7'-1 3

/8"

38'-7

1/2"

21'-8 5/16"

TURNING POINT

1'-1 1

5/16"

9'-10 1/4"

5'-6 3

/8"

HSS3-1/2x3-1/2x3/8

24"sq SUMP PIT CENTEREDON BACK WALL ~K

S-501_______________________

CW10

CW10

_______S-401

M

NS-501

_______________________

_______S-401

P

AS-501

+_______________________

QS-501

_______________________

PS-501

_______________________

T.O.G.B.99'-4"

12'-4"7'-4"

_______S-401

R

_______S-401

U

_______S-401

S

US-501

_______________________

US-501

+_______________________

TS-501

_______________________

S-311C

2

2

2

2


22


2" FROM TOP OF SLAB

97'-6"

T.O.C.

3

HSS5x2x3/

16

GIRT POST

33 HSS5x2x3/

16

GIRT POST

COB #21'-6"

9'-0"

E3

T.O.D.P.

94'-2"

_______S-401

A

COB #4

PIERDIAMETER

IN

PENETRATIONINTO

BEDROCK

VERTICALREINFORCING

(FULLHEIGHT)

DRILLED PIER SCHEDULE

MARK TIES REMARKS

A

B

C

D

NOTES:1. MINIMUM DRILLED PIER LENGTH = 20'-0" UNLESS NOTED OTHERWISE ON PLAN. PENETRATE

INTO BEDROCK AS REQUIRED TO MEET MINIMUM DRILLED PIER LENGTH SHOWN ABOVE.2. DRILLED PIER END BEARING = 30 KSF SKIN FRICTION = 3 KSF3. INSTALL 4" VOID FORM ALL AROUND DRILLED PIERS TO CONCRENTRATE LOAD INTO PIER.4. RE: F/S-002 FOR TYPICAL DRILLED PIER CONSTRUCTION5. RE: DRILLED PIER DOWEL SCHEDULE THIS SHEET FOR DOWELS @ EACH PIER

24

24 (8) #6

15'-0" (8) #6

10'-0" #4 @ 12" O.C.

#4 @ 12" O.C. -

-

36 12'-0" (14) #6 #4 @ 12" O.C. -

36 15'-0" (18) #8 #4 @ 12" O.C. -E

18 10'-0" (8) #5 #4 @ 12" O.C. -

24 18'-0" (8) #6 #4 @ 12" O.C. -F

FOUNDATION PLAN NOTES:1. USGS ELEVATION 6334.5’= ARCHITECTURAL ELEVATION 100’-0”2. SLAB-ON-GRADE SHALL BE 5 INCH THICK NORMAL WEIGHT CONCRETE. REINFORCE

CLASSROOM SLAB-ON-GRADE WITH 6X6/W2.9XW2.9 W.W.F. CENTERED IN MIDDLEOF SLAB.

3. PLACE SLABS-ON-GRADE ON 15 MIL CLASS A VAPOR BARRIER. PLACE VAPOR BARRIERDIRECTLY ON 4” MIN LAYER OF DRY GRANULAR MATERIAL ABOVE PROPERLY COMPACTEDMOISTURE CONDITIONED FILL. REFER TO PROJECT SOILS REPORT FOR FURTHERINFORMATION ON SUBGRADE PREPERATION.

4. LOCATE SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATEAPPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET INAREA. LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. SUBMIT PROPOSEDCONTROL AND CONSTRUCTION JOINT PLAN FOR REVIEW AND APPROVAL TWO (2) WEEKSPRIOR TO CONSTRUCTION.

5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: ON PLAN. REFER TO PLANS

AND ARCHITECTURAL DRAWINGS FOR AREAS SLOPING TO DRAIN OR DEPRESSED FOR TILE.6. DRILLED PIER TYPE INDICATED THUS: ON PLAN. RE: SCHEDULE ON THIS SHEET FOR

ADDITIONAL INFORMATION.7. TOP OF DRILLED PIER ELEVATION NOTED THUS: ON PLAN.

8. CENTER DRILLED PIERS UNDER GRADE BEAMS OR COLUMNS UNLESS DIMENSIONEDOTHERWISE ON PLAN.

9. GRADE BEAM TYPE NOTED THUS: GBX ON PLAN. REFER TO SCHEDULE THIS SHEETFOR FURTHER INFORMATION.

10. TOP OF GRADE BEAM NOTED THUS: ON PLAN.

11. STEP IN TOP OF GRADE BEAM INDICATED THUS: ON PLAN.12. CONCRETE WALL TYPE NOTED THUS: CWX ON PLAN. REFER TO CONCRETE WALL SCHEDULE

THIS SHEET FOR FURTHER INFORMATION.13. RE: ARCH. FOR LOCATION AND SIZE OF OPENINGS IN METAL STUD WALLS.14. WX AS SHOWN ON PLAN OR ELEVATION INDICATES LIGHTGAUGE STEEL STUD WALL TYPE.

REFER TO WALL SCHEDULE, SHEET S-005 FOR INFORMATION.15. BP-X AS SHOWN ON PLAN INDICATES STEEL POST BASE PLATE TYPE. REFER TO BASE PLATE

SCHEDULE, SHEET S-004 FOR INFORMATION.16. REFER TO SHEETS S-001 THROUGH S-005 FOR GENERAL NOTES AND STANDARD DETAILS.

THESE NOTES AND DETAILS APPLY TO ALL SHEETS.

XXX'-X"

T.O.G.B.

XXX'-X"

T.O.D.P.

XXX'-X"

T.O.C.

X

WIDTH VERT REINF

CONCRETE WALL SCHEDULEMARK

CW1

CW2

CW3

CW4


WALL UNLESS NOTED OTHERWISE ON PLAN.2. INSIDE FACE = INSIDE BUILDING FACE

OUTSIDE FACE = DIRT FACE

8"

#5 @ 12" O.C. EA FACE

COMMENTS

-

HORIZ REINF

#5 @ 12" O.C. EA FACE

CW5

CW6

CW7

CW8

CW9

CW10

CW11

CW12

8"


-



12" #7 @ 10" O.C. INSIDE FACE#5 @ 12" O.C. OUTSIDE FACE -#4 @ 12" O.C. EA FACE

12" #6 @ 10" O.C. INSIDE FACE#5 @ 12" O.C. OUTSIDE FACE -#5 @ 12" O.C. CENTERED


15" #6 @ 12" O.C. EA FACE -#6 @ 10" O.C. INSIDE FACE#5 @ 12" O.C. OUTSIDE FACE

15 1/2" -

17" -#6@ 10" O.C. INSIDE FACE#5 @ 12" O.C. OUTSIDE FACE



----


#6 @ 12" O.C. INSIDE FACE#5 @ 12" O.C. OUTSIDE FACE #5 @ 12" O.C. EA FACE

DRILLED PIER DOWEL SCHEDULE

1. INDICATES DRILLED PIER TYPE AND DOWELI.E = 24"ø PIER x 10'-0" EMBED & TYPE I DOWELS

2. ALL T.O PIERS TO HAVE SMOOTH, LEVEL SURFACE UNLESS NOTED OTHERWISE

X#

NOTES:

B1

TYPE I

(3) #6x6'-0"6" DIA CIRCPATTERN 2'-

2" P

ROJ

TYPE 2

(3) #6x6'-0"6" DIA CIRCPATTERN 1'-

10" P

ROJ

TYPE 3

(9) #7x7'-0"

2'-0"

PRO

J


TYPE 5

RE: P/S-310

TYPE 6

2'-0"

PRO

J

DOWELS @ EVERYVERT ~ MATCH D.P.VERT SIZE

(8) #6x6'-0"

TYPE 4

(7) #7x7'-0"

2'-0"

PRO

J


TYPE 7

2'-6"

PRO

J

DOWELS MATCH PILASTERDIMENSIONS ~ RE: S-401

(8) #7x7'-0"COB #2

WIDTH BOTTOM REINF

CONCRETE GRADE BEAM SCHEDULEMARK

GB1

GB2

GB3

GB4



15" (4) #6

TOP REINF

(4) #6

STIRRUPS

#3 @ 16" O.C.

STIRRUPS

III

COMMENTS




III

III

36" (5) #6 (5) #6 #4 @ 24" O.C.

36" (4) #6 (4) #6 #4 @ 8" O.C.



NOTED



GB6 -II12" (3) #6 (12) #5 #4 @ 16" O.C.


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR




06/17/2013 ISSUE FOR CONSTRUCTION06/28/2013 ISSUE FOR COB #2 - BP 0208/20/2013 ISSUE FOR COB #4

8/20

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f.rvt

S-110

FOUNDATION PLAN



12036.0


N 1/8" = 1'-0"FOUNDATION PLAN

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1

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BB

CC

DD

EE

FF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

2.5

2.5

GS-511

_______________________

HSS6x6x1/4BP-4B

HSS6x6x

5/8

BP-2 HSS7x5x

3/8

BP-8B

HSS8x8x

1/2

BP-2

HSS10x6

x1/2

BP-3C HSS8x

8x3/

8

BP-3B

ES-511

_______________________

HS-511

_______________________

C.5

D.4

B.7

C.6HSS8x8x3/8

BP--2

T.O.C.

114'-0"

6

6

CS-511

_______________________

D.6

5.5

5.5

NS-511

_______________________

HSS8x8x

1/2

BP-2

HSS8x8x3/8BP-2

4.8

D.9

D.10 D.11

HSS6x6x1/4

BP-5A

HSS6x6x1/4BP-4BHSS6x6x3/8BP-6B

HSS8x8x

1/4

BP-2

HSS6x6x

3/8

BP-8A

HSS9x7x1/2BP-7A

HSS9x7x1/2BP-6A

HSS6x6x

3/8

BP-3B

W16x31 (10)W16x31 (10)

W16

x26

(14)

W16x31 (14) W16x31 (14) W16x31 (14) W18x46

W16

x31

(20)

W16x31 (17) c=3/4"W16x31 (26)

W14

x22

(12)

W18

x35

(17)

W16x31 (12)

W18

x35

(18)

W18

x35

(18)

W21

x44

(16)

W14

x22

(12)

W16

x31

(21)

W16x31 (17) c=3/4"

W14

x22

(9)

W16x31 (15)

W16x31 (14)

W16x31 (14)

W16x26 (12)W14x22 (8)

W16x31 (19)

W18

x35

(15)

W16x31 (15)

W18x35 (12)W8x

10(1

1)

W12x14 (8)

W16x31 (14)

W24x68 (16)

W21

x44

(20)

W16x31 (15)

W16x31 (15)

W16x31 (15)

W16x31 (10)

W16x31 (10)

W16x31 (10)W16x31 (15)

W16x31 (15)

W16x31 (15)W16x31 (14)

W16x31 (14)

W16x31 (14)

W16x31 (14)

W16x31 (16) c=3/4"

W16x31 (15)

7'-0

"7'

-0"

W16x31 (13)

W14

x22

(9)

W18x35 (15)

W16x31 (11)

W16x31 (15)

W16

x26

(19)

W8x10 (6)

W18x35 (18)

W18x35 (18) W12

x14

(8)

W8x

10(6

)

W12x14 (8)W8x10 (6)

W12

x14

(8)

HS

S9x

7x3/

8

HSS9x5x3/8

W12x14 (8)W14x22 (8)

1'-2

"4'

-0"

4'-1

3/1

6"

W18x35 (18)

W18x35 (18)

W16x26 (13)

W16x26 (13)

W14x22 (11)

W14x22 (11)

W14x22 (10)

T.O.G.B.

113'-6"

HSS8x8x

3/8

BP--2

W8x

10(2

)

FS-511

_______________________

T.O.C.

113'-0"

6" STRUCTURALCONCRETE SLAB

HSS8x8x

5/16

W14

x22

(8)

DS-511

_______________________

GS-501

_______________________

W8x10 (6)

W8x10 (6)

HS-501

_______________________

(7) (18)

1/2"

10k

12k

39k

10k

10k

10k

14k 14k

10k

10k

10k

16k

11k

12k

32k

43k

31k

31k

31k

23k

38k

34k

34k

25k

10k

12k

12k

12k

12k

14k

12k

12k

14k

10k

12k

12k

14k 10k14k14k

11k 11k11k11k

12k 12k12k12k

12k 12k12k12k

15k 15k15k15k

21k

13k

15k

13k

19k

21k

14k

13k

13k

16k

19k

13k

15k

14k

28k

33k

17k

11k

W16

x31

(20)

14k

17k

23k

23k

11k

22k

13k

25k

32k

13k

13k

11k

12k

15k

16k

14k

12k

10k

16k

15k

12k

11k

10k

34k

22k

25k

17k

27k

26k

10k

10k

T.O.C.

114'-0"

W8x

10

W8x

10

13'-0" 13'-0 3/8"

5"

1'-2

5/8

"5"

7 7/

8"

5"

US-511

_______________________

5"

5"5"

MS-511

~_______________________

HSS6x6x

1/4

BP-1C

HSS8x8x5/16

BP-3B

_______S-401

H

_______S-401

K

FS

1

5"

5"

1'-3

15/

16"

W8x10 (6)

GB6

VS-511

_______________________

BS-511

~_______________________

BS-511

~_______________________

6'-6

1/2

"6'

-6 1

/2"

_______S-401

L

KS-501

_______________________

HSS3-1/

2x3-

1/2x

3/8

MS-501

_______________________

#4 @ 10" O.C.

#4 @ 12" O.C.

6" CONC SLABON VOID

_______S-401

N

HSS6x6x1/4BP-3B

_______S-401

Q

HSS8x8x

1/4

BP-1C

_______S-401

T

HS-512

_______________________

2'-4"x18"D CONC BEAMW/ (3) #6 BOTTOM, (2) #6TOP & #4 TIES @ 8" O.C.

2'-4"

1'-2"

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"17.00°

17.0

0°

L6x6

x3/8

KIC

KE

R

LS-511

~_______________________

JS-511

_______________________

KS-511

_______________________

SS-512

_______________________

RS-512

_______________________

SS-512

~_______________________

SIM

TS-512

_______________________

1

11

1

1

1

1

2

2



FULL LENGTH C15xDOG LEG STRINGERS~ EA END


HSS5x5x

1/4

9"

HSS5x5x

1/4

2HSS5x5x1/4

HSS5x5x1/4

1'-2"

9"

2

1'-2

"

3

HSS3-1/2x3-1/2x3/8

KS-501

+_______________________

SIM

3

3

AS-511

~_______________________

3

AS-511

~_______________________

3 HSS5x2x

3/16

GIRT

POST

HSS5x2x

3/16

GIRT

POSTB

S-511

~_______________________

3

PS-512

~_______________________

AS-511

~_______________________

3

AS-513

~_______________________

PS-512

~_______________________

3

4

COB #2

COB #2

COB #2

COB #2

FLOOR PLAN NOTES:1. TOP OF CONCRETE SLAB ELEVATION = 114'-0" UNLESS NOTED THUS: (XXX'-XX") ON PLAN.2. STRUCTURAL SLAB SHALL BE 5 INCH THICK (INCLUDING METAL DECK) MINIMUM NORMAL

WEIGHT CONCRETE.3. REINFORCE SLAB WITH 6x6/W2.1xW2.1 W.W.F. CENTERED IN MIDDLE OF SLAB ABOVE

METAL DECK FLUTES.4. SET SCREEDS 5 INCHES (MINIMUM) ABOVE TOP OF STEEL BEAM PROFILE.5. DIRECTION OF METAL FLOOR DECK SPAN NOTED THUS: ON PLAN.

6. COMPOSITE METAL FLOOR DECK SHALL BE 1 1/2 INCH DEEP 20 GAUGE GALVANIZED STEELWITH A MINIMUM YEILD STRESS OF 33 KSI. MINIMUM DECK SECTION PROPERTIES ARE AS FOLLOWS:A. I POS = 0.195 IN^4 /FTB. I NEG = 0.222 IN^4 /FTC. S POS = 0.231 IN^3 /FTD. S NEG = 0.240 IN^3 /FT

7. TOP OF STEEL BEAM ELEVATION = 113'-7" UNLESS NOTES THUS: (XXX'-XX") ON PLAN.8. SHOP INDUCED MIDSPAN CAMBER FOR BEAMS NOTED THUS: c=XX" ON PLAN. FABRICATE BEAMS

SUCH THAT ROLLING OR SHOP INDUCED CAMBER IS UPWARD AFTER ERECTION.9. ALL BEAM ARE A992, GRADE 50.10. BEAMS WITH [XX] DESIGNATION ARE COMPOSITE, WHERE XX INDICATES THE NUMBER OF SHEAR

CONNECTORS REQUIRED. RE: COMPOSITE BEAM CONSTRUCTION DETAILS FOR TYPICAL SHEARCONNECTOR LAYOUT AND SPACING.

11. REQUIRED BEAM CONNECTION CAPACITY NOTED THUS:A. V = XX K WHERE V IS VERTICAL REACTION IN KIPSB. H = XX K WHERE H IS HORIZONTAL REACTION IN KIPSC. M = XX KF WHERE M IS MOMENT REACTION IN KIPSD. PROVIDE CONNECTION CAPACITY AT EACH END OF BEAM WHERE ONLY ONE SET OF SYMBOLS

ARE INDICATED.E. RE: GENERAL NOTES ON SHEET S-001 FOR CONNECTION REQUIREMENTS FOR BEAMS

WITHOUT SPECIAL DESIGNATIONS.F. MINIMUM BEAM REACTION = 8K. REACTIONS LESS THAN 8K ARE NOT NOTED ON PLAN.G. WHERE REACTIONS ARE NOTED THUS "XXK (SC)", PROVIDE A325 SLIP CRITICAL BOLTS

AT CONNECTION.12. THE STRUCTURAL FLOOR SYSTEM HAS BEEN DESIGNED TO LIMIT FLOOR VIBRATION CAUSED

BY WALKING EXCITATION TO A STANDARD LEVEL OF PERCEPTABILITY PER RECOMMENDED DESIGNCRITERIA CONTAINED IN AISC DESIGN GUIDE 11.

13. DRIFT LIMITS FOR SERVICE LEVELS LOADS:A. TOTAL BUILDING DRIFT: H/500B. INTERSTORY DRIFT: H/400

14. REFER TO SHEET S-001 FOR GENERAL NOTES AND SHEETS S-002 THROUGH S-005 FOR STANDARDDETAILS. STANDARD DETAILS APPLY TO PROJECT BUT MAY NOT BE CUT ON PLAN.

WIDTH BOTTOM REINF

CONCRETE GRADE BEAM SCHEDULE

MARK

GB1

GB2

GB3

GB4



15" (4) #6

TOP REINF

(4) #6

STIRRUPS

#3 @ 16" O.C.

STIRRUPS

III

COMMENTS




III

III

36" (5) #6 (5) #6 #4 @ 24" O.C.

36" (4) #6 (4) #6 #4 @ 8" O.C.



NOTED



GB6 -II12" (3) #6 (12) #5 #4 @ 16" O.C.


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








06/28/2013 ISSUE FOR COB #2 - BP 02

6/2

7/2

013 2

:28:4

2 P

M

C:\

Users

\ale

xs.R

EI\D

ocum

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\12036 U

CC

S_v2013-c

entr

al_

ale

xs.r

vt

S-111S-111S-111S-111

SECOND FLOORFRAMING PLAN



12036.0


N 1/8" = 1'-0"

SECOND FLOOR FRAMING PLAN

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1.3

2.3

2.3

2.5

2.5

C.5

D.4

B.7

C.6

6

6

D.6

5.5

5.5

W18

x35

(20)

W16

x26

(13)

W16x31 (10)W16x31 (10)

W16

x26

(14)

W16x31 (14) W16x31 (14) W16x31 (14) W18x46

W14

x22

(10)

4.8

D.9

W18

x35

(20)

W14x22 (10)

D.10 D.11

W14x22 (19)

W16x31 (14)

W16x31 (17) c=3/4"W16x31 (26)

W14

x22

(12)

W16x26 (12)

W18x35 (17)

W18

x35

(17)

W16x31 (12)

W18

x35

(18)

W18

x35

(18)

W18

x40

(16)

W14

x22

(12)

W16

x31

(20)

W16

x31

(21)

W16x31 (17) c=3/4"

W14

x22

(9)

W16x31 (15)

W16x31 (14)

W16x31 (14)

W16x26 (12)W14x22 (8)

W16x31 (19)

W18

x35

(15)

W16x31 (15)

W18x35 (12)

W8x

10(1

1)

W12x14 (8)

W16x31 (14)

W24x68 (16)

W21

x44

(20)

W18x35 (10)

W16x31 (15)

W16x31 (15)

W16x31 (15)

W16x31 (10)

W16x31 (10)

W16x31 (10)W16x31 (15)

W16x31 (15)

W16x31 (15)W16x31 (14)

W16x31 (14)

W16x31 (14)

W18x35 (26)W16x31 (16) c=3/4"

W16x31 (15)

6'-5

"6'

-0 7

/8"

7'-0

"7'

-0"

W16x31 (13)

W14

x22

(9)

W8x10 (6)

W16x31 (11)

W16x31 (15)

W16

x26

(22)

W8x10 (6)

W18x35 (15)

W8x

10(8

)

W8x

10(6

)

W12x14 (8)W8x10 (8)

W12

x14

(8)

HSS18x6x5/16

W16

x26

W16

x26

(6)

HS

S18

x6x5

/16

HSS10x5x1/4

W12x14 (8)W14x22 (8)

W16x26 (10)

W14

x22

(13)

W12x19 (15)

W18

x40

(19)

W12

x14

(4)

W12x14 (4)

W12x14 (9)

W8x10 (7)

W8x10 (7)

W8x10 (7)

W8x10

W14

x22

(3)

W12x14

W18x35 (15)

W18x35 (17)

W18x35 (17)

W14x22 (11)

CS-512

_______________________

W16

x26

(127

'-5")

W14

x22

(7)

W18x40 (20)

1'-3

13/

16"

1'-7 1/2"

9 3/8"

5"

HSS6x6x

1/4

W8x10 INFILL BEAMS (T.O.S. = 127'-5")

1.5 B20 DECK

AS-511

_______________________ BS-511

_______________________

W8x

10(2

)

W12x19 (9)

HSS8x8x

1/4

LS-511

_______________________

W16x45 (127'-5")

MS-511

_______________________

W8x10 (6)

W8x10 (6)

QS-511

_______________________

7'-5

3/8

"

TS-511

_______________________

(7) (18)

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T.O.C.

128'-0"

12'-3 1/2"

BS-512

_______________________

6'-1

1 3/

8"

FS

1

14k

46'-4 9/16"

4'-1

0 1/

8"

1'-10 5/8"

(4) SP @ 5'-0"

3'-1 5/8" 5'-0 5/8"5'-3 3/8"

5'-1 7/16" 3'-10 1/2" 3'-11"

W16

x26

W16x26 (127'-5") W16x26

HSS7x3x3/16 TOP & BOTFOR GIRT ACTION

W16x26

HSS4x4x1/4(127'-5")

L3x3x1/4

AS-512

_______________________

DS-512

_______________________

ES-512

_______________________

FS-512

_______________________

2'-3

1/2

"

2'-11 7/8"

30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"17.00°

17.0

0°

L6x6

x3/8

KIC

KE

R

MS-521

_______________________

3'-6"

PLUMBING LINESFROM INTERNALGUTTER

1

1

51k

2

35k2

32k

32k

2

27k

22k

2

2

3 5/8"CONC FILLED PANS& METAL STAIRSBY OTHERS

2

DS-513

_______________________



FULL LENGTH C15xDOG LEG STRINGERS~ EA END1'

-2"

HSS5x5x

1/4

HSS5x5x

1/4

2

10"1'-2" HSS5x5x

1/4

HSS5x5x

1/4

DS-513

~_______________________2

2E

S-513

_______________________

HS-513

_______________________

HSS3-1/2x3-1/2x3/8

HSS3-1/2x3-1/2x3/8

3

3

BS-511

~_______________________

3

AS-511

~_______________________

3

AS-511

~_______________________

3P

S-512

~_______________________

AS-511

~_______________________

3

AS-513

~_______________________

PS-512

~_______________________

3

HSS5x2x

3/16

GIRT

POST

HSS5x2x

3/16

GIRT

POST

3

AS-511

~_______________________

3

AS-511

~_______________________ B

S-511

~_______________________ A

S-511

~_______________________A

S-513

~_______________________

3 3 3 3

4

W8x

10 W8x

10
















CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








6/1

2/2

013 4

:16:5

8 P

M

C:\

Users

\ale

xs.R

EI\D

ocum

ents

\12036 U

CC

S_v2013-c

entr

al_

ale

xs.r

vt

S-112S-112S-112S-112

THIRD FLOORFRAMING PLAN



12036.0


N 1/8" = 1'-0"

THIRD FLOOR FRAMING PLAN

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1

1

AA

BB

CC

DD

EE

FF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

2.5

2.5

C.5

D.4

B.7

C.6

6

6

D.6

5.5

5.5

HSS8x8x

5/16

HSS6x6x

3/8

HSS6x6x3/8

HSS8x8x

1/4

HSS6x6x

3/8

HSS8x8x

1/4

HSS6x6x

3/8

HSS6x6x

1/4

HSS6x6x

1/2

HSS6x6x

1/4

HSS6x6x

1/4

HSS6x6x

3/8

HSS6x6x

3/16

HSS6x6x

1/4

HSS6x6x

1/4

HSS6x6x

3/8

HSS6x6x

1/4

HSS6x6x

1/4

HSS6x6x

1/4

HSS6x6x

3/16

HSS6x6x3/8

HSS8x8x

1/4

HSS6x6x

3/8

HSS6x6x

3/8

HSS7x5x

1/4

4.8

D.9

D.10 D.11

W18

x35

(25)

W16

x26

(13)

W16x31 (10)W16x31 (10)

W16

x26

(14)

W16x31 (14) W16x31 (14) W16x31 (14) W18x46

W14

x22

(10)

W18

x35

(20)

W14x22 (10)

W21x44 (21)

W16x31 (14)

W16x31 (17) c=3/4"W16x31 (26)

W14

x22

(12)

W18x35 (17)

W18

x35

(17)

W16x31 (12)

W18

x35

(18)

W18

x35

(18)

W18

x40

(16)

W14

x22

(12)

W16

x31

(20)

W16

x31

(21)

W16x31 (17) c=3/4"

W14

x22

(9)

W16x31 (15)

W16x31 (14)

W16x31 (14)

W16x26 (12)W14x22 (8)

W16x31 (19)

W18

x35

(15)

W16x31 (15)

W18x35 (12)

W8x

10(1

1)

W12x14 (8)

W16x31 (14)

W24x68 (16)

W21

x44

(20)

W16x31 (15)

W16x31 (15)

W16x31 (15)

W16x31 (10)

W16x31 (10)

W16x31 (10)W16x31 (15)

W16x31 (15)

W16x31 (15)W16x31 (14)

W16x31 (14)

W16x31 (14)

W18x35 (26)W16x31 (16) c=3/4"

W16x31 (15)

7'-0

"7'

-0"

W16x31 (13)

W14

x22

(9)

W8x10 (6)

W16x31 (11)

W16x31 (15)

W24

x55

(128

)

W8x10 (6)

W18x35 (18)

W8x

10(8

)

W8x

10(6

)

W12x14 (8)W8x10 (6)

W12

x14

(8)

HSS18x6x5/16

HS

S9x

5x3/

8

W16

x26

(6)

HS

S18

x6x5

/16

HSS10x5x1/4

W12x14 (8)W14x22 (8)

W14

x22

(16)

W8x10 (6)

W12

x14

(4)

W12x14 (4)

HSS6x6x

3/8

HSS6x6x

1/4

HSS6x6x1/4

HSS6x6x

1/4

W21

x44

(26)

W8x10 (6)

W8x10 (6)W14x22 (10)

W14x22 (10)

W14x22 (11)

W14x22 (11)

W16x26 (13)

W16x26 (13)

W12

x14W8x10

W18x35 (18)

W18x35 (18)

W18x35 (18)

W14

x22

(7)

W18x40 (20)

HSS6x6x1/4

HSS8x8x

3/8

W8x

10(2

)

W16x26 (12)W12x19 (9)

(7) (18)

1/2"

T.O.C.

142'-0"

(7) (18)

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W14

x22

FS

1

14k

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"17.00°

17.0

0°

L6x6

x3/8

KIC

KE

R

KS-512

_______________________

LS-512

_______________________

LS-511

~_______________________

1

50k2

35k 2

20k 2

15k

30k

2


3 5/8"



2


13k

11k

2

HSS5x5x

1/4

HSS5x5x

1/4

2

HSS5x5x1/4

HSS5x5x1/4E

S-513

_______________________

HS-513

_______________________H

S-513

~_______________________

2

HSS3-1/2x3-1/2x3/8

HSS3-1/2x3-1/2x3/8

3

3

3

BS-511

~_______________________

3

AS-511

~_______________________

3

AS-511

~_______________________

3P

S-512

~_______________________

AS-511

~_______________________

3

AS-513

~_______________________

PS-512

~_______________________

3

3

AS-511

~_______________________

3

AS-511

~_______________________ B

S-511

~_______________________ A

S-511

~_______________________A

S-513

~_______________________

3 3 3 3

HSS5x2x

3/16

GIRT

POST

HSS5x2x

3/16

GIRT

POST

3

AS-511

~_______________________ B

S-511

~_______________________

3

4

W8x

10

W8x

10
















CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








6/1

2/2

013 4

:16:5

9 P

M

C:\

Users

\ale

xs.R

EI\D

ocum

ents

\12036 U

CC

S_v2013-c

entr

al_

ale

xs.r

vt

S-113S-113S-113S-113

FOURTH FLOORFRAMING PLAN



12036.0


N 1/8" = 1'-0"

FOURTH FLOOR FRAMING PLAN

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AA

BB

CC

DD

EE

FF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

2.5

2.5

C.5

D.4

B.7

C.6

6

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D.6

5.5

5.5

4.8

D.9

D.10 D.11

W24

x55

(15)

W16

x26

(13)

W16x31 (10)W16x31 (10)

W16

x26

(14)

W16x31 (14) W16x31 (14) W16x31 (14) W18x46

W14

x22

(10)

W16

x31

(20)

W16x31 (14)

W16x31 (16) c=3/4"W16x31 (26)

W14

x22

(12)

W18x35 (16)

W18

x35

(19)

W16x31 (12)

W18

x35

(18)

W18

x35

(18)

W18

x40

(20)

W14

x22

(12)

W16

x31

(20)

W16

x31

(21)

W16x31 (16) c=3/4"

W14

x22

(9)

W16x31 (15)

W16x31 (14)

W16x31 (14)

W14x22 (8)

W16x31 (19)

W24

x55

(10)

W16x31 (15)

W18x35 (12)

W8x

10(1

1)

W12x14 (8)

W16x31 (14)

W24x76 (21)

W21

x44

(32)

W16x31 (15)

W16x31 (15)

W16x31 (15)

W16x31 (10)

W16x31 (10)

W16x31 (10)W16x31 (14)

W16x31 (14)

W16x31 (14)W16x31 (14)

W16x31 (14)

W16x31 (14)

W18x35 (26)W16x31 (16) c=3/4"

W16x31 (15)

7'-0

"7'

-0"

W16x31 (13)

W14

x22

(9)

W8x10 (6)

W16x31 (14)

W16x31 (15)

W8x

10(8

)

W8x

10(6

)

W12x14 (8)W8x10 (8)

W12

x14

(7)

HSS18x6x5/16

HS

S9x

5x3/

8

W16

x26

(6)

HS

S18

x6x5

/16

HSS10x5x5/16

W14x22 (8)W14x22 (8)

W14

x22

(14)

W12

x14

(4)

W12x14 (4)

W8x10

W12

x14

W16x31 (12)

W8x10 (6)

W8x10 (6)

W8x10 (6)W12x19 (11)

W12x19 (11)

W12x14 (9)

W14x22 (11)

W14x22 (11)

W16x31 (15)

W16x31 (16)

W16x31 (22)

W16x31 (16)

W16x31 (16)

W14

x22

(7)

W18x40 (20)

W24x55 (15)

W16

x26

(14)

W24

x55

(10)

W8x

10(2

)

W16x26 (12)W12x19 (9)

PS-511

_______________________

W24

x55

(23)

W12

x14

(7)

PS-511

~_______________________

W14x22 (16)

6'-1

3/4

"6'

-8"

4'-6

1/4

"4'

-4 7

/8"

4'-4

7/8

"4'

-9 5

/16"

W16x26

(15)

RS-511

_______________________

W8x10 (6)

SS-511

_______________________

(7) (18)

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35k

24k

41k

40k

39k

26k

11k

13k

13k

12k

11k 11k

13k

11k

13k

12k

11k 11k11k11k

13k 13k13k13k

13k 13k13k13k

14k 15k15k14k

19k

12k

15k

14k

22k

19k

13k

13k

14k

18k

17k

13k

14k

15k

26k

30k

30k

31k

15k

14k

19k

21k

12k

20k

12k

30k

34k

14k

13k

12k

13k

13k

17k

18k

17k SC

22k

13k

13k

36k

32k

13k 13k11k11k

15k

12k

15k

15k

18k

18k

15k

30k

28k

10k

19k

15k

11k

T.O.C.

156'-0"

T.O.C.

154'-11 1/2"

10k

11k

13k SC

11k

16k

10k

HSS6x6x

3/8

HSS6x6x3/8

FS

1

12k

11k SC

8k SC 8k SC 8k SC

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"17.00°

17.0

0°

L6x6

x3/8

KIC

KE

R

NS-512

_______________________

QS-512

_______________________

NS-512

~_______________________

ALT NUMBER 1:CONC PEDESTAL PAVERSOVER TAPERED INSULATIONON CONC DECK ~ RE: ARCHBASE BID = TPO ROOFINGON CONC DECK

QS-512

~_______________________

NS-512

~_______________________

1

1

1

1

CS-513

_______________________

BS-513

_______________________

52k

2

20k

30k

2

35k2

2

2

2




2


2

2

HSS3-1/2x3-1/2x3/8

3

HSS3-1/2x3-1/2x3/8

3

BS-511

~_______________________ A

S-511

~_______________________

3

3

AS-511

~_______________________

3

3

PS-511

~_______________________

4

4

W8x

10

W8x

10
















CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

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1 2 3 4 5 6




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ale

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S-114S-114S-114S-114

FIFTH FLOORFRAMING PLAN



12036.0


N 1/8" = 1'-0"

FIFTH FLOOR FRAMING PLAN

srovira

Highlight

srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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1

1

AA

BB

CC

DD

EE

FF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

2.5

2.5

C.5

D.4

B.7

C.6

6

6

D.6

5.5

5.5

4.8

D.9

D.10 D.11

W18x40 (169'-9 7/8") W24x55 (169'-9 7/8") W24x55 (169'-9 7/8") W18x40 (169'-9 7/8")

W21x44 (170'-7 1/2")

HSS3x3x

1/4

W12

x26

W18

x35

W16

x26

W12

x14

(LO

W)

W14

x22

W14

x22

W16x26 (172'-3 1/2")

2'-1

1 7/

16"

W14x22 (SLOPED)

W12

x14

(SLO

PE

D)

HSS3x3x

1/4

B.O.D.

172'-9 3/8"

4'-0

"

4'-7

1/8

"

19'-2

11/

16"

19'-4

13/

16"

W18x46 (172'-9 3/8")

HSS3x3x

1/4

W18x35 (172'-9 3/8")

B.O.D.

172'-9 3/8"

W14

x22

(LO

W)

W16

x26

B.O.D.

172'-9 3/8"

RD2

AS-521

_______________________

HSS3x3x

1/4

W18

x35

CA

NT

'L (

HIG

H)

W18x40 (170'-6 15/16")

HSS3x3x1/4

HSS3x3x

1/4

W12

x14

W12

x14

W12

x14

W12

x14

HSS3x3x1/4

W12

x14

(SLO

PE

D)

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

(LO

W)

W18

x35

(HIG

H)

W12x14 (HIGH) W12x14 (HIGH)

W18x35 (170'-10 5/16")

W12x14 (HIGH) W12x14 (HIGH) W12x14 (HIGH)

W16x31 (170'-0 3/16")W12x19 (170'-0 3/16")

W12x14 (170'-4 1/4")

W12x14 (170'-2 1/8")

W18x40

(170'-7 1/2") c = 3/4"

W12

x14

(HIG

H)

W12x14

(HIGH)

W12

x14

(HIG

H)

W16

x26

@12K1 5'-0" O.C.

@12K1 5'-0" O.C.

@12K1 5'-0" O.C.

@12K1 5'-0" O.C.

W14

x22

W18x35 (170'-3") W18x35 (170'-3") W16x26 (170'-3")

W16

x26

W14

x22

W16x26 (170'-3 1/2")W14x22 (170'-3 1/2")

W14

x22

W14

x22

W16

x26

W14

x22

W14

x22

W12

x14

W12x14 W14x22 (170'-10 3/8")

W16x26 (170'-2 1/4")

W14x22 (170'-1")

RD1

1/4"

/FT

1/4"

/FT

1'-1 1/2"

W8x

10

(168

'-4")

W8x10 (168'-4")

W12

x19

(168

'-4")

HSS4x4x

1/4

HANGER

HSS4x4x1/4

HANGER

W8x10 (168'-4")

RD

2

W8x10

(168'-4")

BS-521

_______________________

DS-521

_______________________

CS-521

_______________________

FS-521

_______________________

ES-521

_______________________

5'-0"5'-0"

5'-0"5'-0"

14k14k29k22k21k21k11k11k

18k 17k 18k

10k

15k

16k

12k

10k

15k

14k10k

7'-2

"

7'-6

1/2

"

11k SC19k SC

FS-521

~_______________________

EA JOIST BAY

WT DRAG LINE

RD2

@16K3 5'-0" O.C.@16K3 5'-0" O.C.

5'-1 3/8" 5'-1 3/8"

@16K3 5'-0" O.C.

4'-5 3/4" 4'-11" 5'-0" 4'-2 1/4" 5'-0" 4'-2 1/4" 4'-2" 4'-8"

DR

AG

JO

IST

- 1

1K

18K

3

18K

3

18K

3

18K

3

18K

3

18K

3

18K

3

GS-521

_______________________

HS-521

_______________________

HS-521

~_______________________

8K S

C

8K S

C

JOIST MFG ~ AVOID DIAGMEMBER CLASH W/ WT

DRAG ~ (2) PLACES @ ROOF

SIM

JS-521

_______________________

JS-521

~_______________________

SIM

EA JOIST BAY

WT DRAG LINE

@14K1 5'-0" O.C.

@16K3 5'-0" O.C.

12K

1

ES-521

~_______________________

ES-521

~_______________________

11'-6" 6'-0" 8'-0"

5'-1

0 1/

2"2'

-1 1

/2"

FUTURE CONDENSERON METAL CURB~ 2K

LS-521

_______________________

FUTURE BALLASTEDPV SYSTEM ~ STRUCTUREDESIGNED FOR 30 PSFADDITIONAL LOAD

10'-0

"

10'-0"

10'-0"

1'-9

1/4

"12

'-5 3

/4"

4'-0" 5'-1"

3'-0

"5'

-0"

PV INVERTER~ 1.6k

6'-0"

13'-5 1/4" 6'-0"

5'-5

1/2

"

3'-0

"

5 3/4" 6'-6"

11'-2

1/2

"1'

-9 1

/2"

INTAKE HOOD~ 1.1k

6'-6" 11'-6 1/2"

7"11

'-0"

RELIEF HOOD~ 0.7k

800S162-43 JOISTS@ 16" O.C.

W12

x26

RD3

4'-4

1/4

"

1/4:

12

W8x15 (171-2")

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"17.00°

17.0

0°

7. 25°

28K

SP

3

28K

SP

3

28K

SP

3

28K

SP

2

28K

SP

2

28K

7

28K

7

28K

SP

2

28K

SP

2

28K

7

28K

SP

1

28K

7

20K

SP

1

20K

4

20K

SP

1

28K

SP

4

3'-5 5/16" 4'-2 1/16" 5'-0" 5'-0" 5'-0" 5'-0" 2'-7 3/8"

1'-10 3/8"

5'-0" 5'-0" 5'-0"

2'-5 5/8" 2'-6 3/8"4'-3 15/16" 2'-4" 5'-2 1/2"

5'-0" 5'-0" 4'-7 7/8"

L6x6x5/16 ~ TYP

L6x6x5/16

L6x6x5/16

L8x6x7/16 (LLV)(3) EA LINE

KS-004

~_______________________

L6x4x5/16 ~ TYP

KS-004

~_______________________

L6x6x5/16

L8x6x7/16 (LLV)

L6x6x5/16

16K

3

NS-521

_______________________

1

1

1

1

1

1

1

1 1

1

2

PS-521

_______________________2

W16

x31

(172

'-1 1

/2")

QS-521

_______________________

RS-521

_______________________

2

2

QS-521

~_______________________

TS-521

_______________________

4

4

ROOF FRAMING PLAN NOTES:1. REFER TO GENERAL NOTES SHEET S-001 AND STANDARD DETAILS SHEET S-005 FOR METAL ROOF DECK

MATERIAL AND CONNECTION REQUIREMENTS. METAL ROOF DECK TYPE INDICATED THUS: “RD-X” ON PLAN.2. DIRECTION OF METAL ROOF DECK SPAN NOTED THUS: ON PLAN.

3. BOTTOM OF METAL ROOF DECK NOTED THUS: ON PLAN.

4. TOP OF STEEL BEAM NOTED THUS: (XXX'-XX") ON PLAN.5. CHOOSE STANDARD STEEL CONNECTIONS FROM DETAILS ON SHEET S-004 BASED ON BEAM REACTIONS

SHOWN ON PLAN. BEAMS WITHOUT NOTED REACTIONS TO BE DESIGNED FOR 8K MINIMUM REACTION. BEAMREACTIONS NOTED THUS: (XX K) ON PLAN.

6. SLOPE METAL ROOF DECK, STEEL JOISTS AND BEAMS UNIFORMLY BETWEEN ELEVATIONS SHOWN ON PLAN.DOWNWARD DIRECTION OF SLOPING ROOF BEAMS NOTED THUS: ON PLAN.

7. JOISTS HAVING SPECIAL DESIGN LOADS, DEFLECTION CRITERIA, AND WEB GEOMETRY REQUIREMENTS AREINDICATED THUS: 'XXKSP' OR 'XXLHSP' ON PLAN, WHERE 'XX' INDICATES JOIST DEPTH INCHES. RE: TO SPECIALJOIST DESIGN NOTES AND DETAILS ON SHEET S-004 FOR ADDITIONAL INFORMATION.

8. GENERAL CONTRACTOR TO COORDINATE MECHANICAL ROOF TOP UNIT SUPPORT FRAME LOCATIONS ANDDIMENSIONS BETWEEN MECHANICAL CONTRACTOR AND STRUCTURAL STEEL SUPPLIER. REFER TO SHEET S-005FOR MECHANICAL CURB AND SUPPORT DETAILS.

9. GENERAL CONTRACTOR TO VERIFY EXACT LOCATION OF ALL ROOF SUPPORTED EQUIPMENT WITHARCHITCETURAL DRAWINGS PRIOR TO INSTALLATION.

11. REFER TO METAL ROOF DECK SCHEDULE FOR AREAS REQUIRING ACOUSTIC DECK.

XXX'-XX"

B.O.D.


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

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JR








6/1

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\ale

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ents

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al_

ale

xs.r

vt

S-131S-131S-131S-131

ROOF FRAMING PLAN



12036.0


N 1/8" = 1'-0"

ROOF FRAMING PLAN

1

1

AA

BB

CC

DD

EE

FF

GG

2

2

3

3

4

4

5

5

1.3

1.3

2.3

2.3

2.5

2.5

C.5

D.4

B.7

C.6

6

6

D.6

5.5

5.5

4.8

D.9

D.10 D.11

W18x40 (169'-9 7/8") W24x55 (169'-9 7/8") W24x55 (169'-9 7/8") W18x40 (169'-9 7/8")

W21x44 (170'-7 1/2")

HSS3x3x

1/4

W12

x26

W18

x35

W16

x26

W12

x14

(LO

W)

W14

x22

W14

x22

W16x26 (172'-3 1/2")

2'-1

1 7/

16"

W14x22 (SLOPED)

W12

x14

(SLO

PE

D)

HSS3x3x

1/4

B.O.D.

172'-9 3/8"

4'-0

"

4'-8

5/8

"

19'-2

11/

16"

19'-4

13/

16"

W18x46 (172'-9 3/8")

HSS3x3x

1/4

W18x35 (172'-9 3/8")

B.O.D.

172'-9 3/8"

W14

x22

(LO

W)

W16

x26

B.O.D.

172'-9 3/8"

RD2

AS-521

_______________________

HSS3x3x

1/4

W16

x36

CA

NT

'L (

HIG

H)

W18x40 (170'-6 15/16")

HSS3x3x1/4

HSS3x3x

1/4

W12

x14

W12

x14

W12

x14

W12

x14

HSS3x3x1/4

W12

x14

(SLO

PE

D)

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W12

x14

W14

x22

(LO

W)

W12

x14

(HIG

H)

W12x14 (HIGH) W12x14 (HIGH)

W18x35 (170'-10 5/16")

W12x14 (HIGH) W12x14 (HIGH) W12x14 (HIGH)

W16x31 (170'-0 3/16")W12x19 (170'-0 3/16")

W12x14 (170'-4 1/4")

W12x14 (170'-2 1/8")

W18x40

(170'-7 1/2") c = 3/4"

W12

x14

(HIG

H)

W12x14

(HIGH)

W12

x14

(HIG

H)

W16

x26

@12K1 5'-0" O.C.

@12K1 5'-0" O.C.

@12K1 5'-0" O.C.

@12K1 5'-0" O.C.

W14

x22

W18x35 (170'-3") W18x35 (170'-3") W16x26 (170'-3")

W16

x26

W14

x22

W16x26 (170'-3 1/2")W14x22 (170'-3 1/2")

W14

x22

W14

x22

W16

x26

W14

x22

W14

x22

W12

x14

W12x14 W14x22 (170'-10 3/8")

W16x26 (170'-2 1/4")

W14x22 (170'-1")

RD1

1/4"

/FT

1/4"

/FT

1'-1 1/2"

W8x

10

(168

'-4")

W8x10 (168'-4")

W12

x19

(168

'-4")

HSS4x4x

1/4

HANGER

HSS4x4x1/4

HANGER

W8x10 (168'-4")

RD

2

W8x10

(168'-4")

BS-521

_______________________

DS-521

_______________________

CS-521

_______________________

FS-521

_______________________

ES-521

_______________________

5'-0"5'-0"

5'-0"5'-0"

14k14k29k22k21k21k11k11k

18k 17k 18k

10k

15k

16k

12k

10k

15k

14k10k

7'-2

"

7'-6

1/2

"

11k SC19k SC

FS-521

~_______________________

EA JOIST BAY

WT DRAG LINE

RD2

@16K3 5'-0" O.C.@16K3 5'-0" O.C.

5'-1 3/8" 5'-1 3/8"

@16K3 5'-0" O.C.

4'-5 3/4" 4'-11" 5'-0" 4'-2 1/4" 5'-0" 4'-2 1/4" 4'-2" 4'-8"

DR

AG

JO

IST

- 1

1K

18K

3

18K

3

18K

3

18K

3

18K

3

18K

3

18K

3

GS-521

_______________________

HS-521

_______________________

HS-521

~_______________________

8K S

C

8K S

C

JOIST MFG ~ AVOID DIAGMEMBER CLASH W/ WT

DRAG ~ (2) PLACES @ ROOF

SIM

JS-521

_______________________

JS-521

~_______________________

SIM

EA JOIST BAY

WT DRAG LINE

@16K3 5'-0" O.C.

12K

1

ES-521

~_______________________

ES-521

~_______________________

11'-6" 6'-0" 8'-0"

5'-1

0 1/

2"2'

-1 1

/2"

FUTURE CONDENSERON METAL CURB~ 2K

LS-521

_______________________

FUTURE BALLASTEDPV SYSTEM ~ STRUCTUREDESIGNED FOR 30 PSFADDITIONAL LOAD

10'-0

"

10'-0"

10'-0"

1'-9

1/4

"12

'-5 3

/4"

4'-0" 5'-1"

3'-0

"5'

-0"

PV INVERTER~ 1.6k

6'-0"

13'-5 1/4" 6'-0"

5'-5

1/2

"

3'-0

"

5 3/4" 6'-6"

11'-2

1/2

"1'

-9 1

/2"

INTAKE HOOD~ 1.1k

6'-6" 11'-6 1/2"

7"11

'-0"

RELIEF HOOD~ 0.7k

800S162-43 JOISTS@ 16" O.C.

W12

x26

RD3

4'-4

1/4

"

1/4:

12

W8x15 (171-2")

21'-10 11/16" 5'-11 3/4" 23'-5 1/2" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"

137'-5 15/16"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

12'-3

1/2

"7'

-4 1

/2"

18'-7

1/2

"4'

-5"

6'-9

"

71'-9

1/4

"

2'-0

"20

'-3 3

/4"

9'-3

3/1

6"10

'-4 1

3/16

"7'

-7 3

/16"

11'-0

5/1

6"4'

-5"

6'-9

"

137'-5 15/16"

21'-10 11/16" 29'-5 1/4" 30'-2 3/4" 19'-4" 10'-11 1/2" 3'-5 1/4" 13'-4 1/2" 8'-10"17.00°

17.0

0°

7. 25°

28K

SP

3

28K

SP

3

28K

SP

3

28K

SP

2

28K

SP

2

28K

7

28K

7

28K

SP

2

28K

SP

2

28K

7

28K

SP

1

28K

7

20K

SP

1

20K

4

20K

SP

1

28K

SP

4

3'-5 5/16" 4'-2 1/16" 5'-0" 5'-0" 5'-0" 5'-0" 2'-7 3/8"

1'-10 3/8"

5'-0" 5'-0" 5'-0"

2'-5 5/8" 2'-6 3/8"4'-3 15/16" 2'-4" 5'-2 1/2"

5'-0" 5'-0" 4'-7 7/8"

L6x6x5/16 ~ TYP

L6x6x5/16

L6x6x5/16

L8x6x7/16 (LLV)(3) EA LINE

KS-004

~_______________________

L6x4x5/16 ~ TYP

KS-004

~_______________________

L6x6x5/16

L8x6x7/16 (LLV)

L6x6x5/16

16K

3

NS-521

_______________________

1

1

1

1

1

1

1

1 1

1

2

PS-521

_______________________2

W16

x31

(172

'-1 1

/2")

QS-521

_______________________

RS-521

_______________________

2

2

QS-521

~_______________________

TS-521

_______________________

4

4

VS-521

_______________________

KS-513

_______________________

11'-7

1/2

"

10'-0

1/2

"

US-521

_______________________ X BRACING

X BRACING

COB 10

COB 10

1'-0

"

VS-521

~_______________________

LS-513

_______________________

MS-513

_______________________

COB 10

COB 10

NS-513

_______________________

COB 10

14K

1

14K

1

14K

1

4'-2 1/4" 2'-6" 2'-6" 4'-2 1/4"

ROOF FRAMING PLAN NOTES:1. REFER TO GENERAL NOTES SHEET S-001 AND STANDARD DETAILS SHEET S-005 FOR METAL ROOF DECK

MATERIAL AND CONNECTION REQUIREMENTS. METAL ROOF DECK TYPE INDICATED THUS: “RD-X” ON PLAN.2. DIRECTION OF METAL ROOF DECK SPAN NOTED THUS: ON PLAN.

3. BOTTOM OF METAL ROOF DECK NOTED THUS: ON PLAN.

4. TOP OF STEEL BEAM NOTED THUS: (XXX'-XX") ON PLAN.5. CHOOSE STANDARD STEEL CONNECTIONS FROM DETAILS ON SHEET S-004 BASED ON BEAM REACTIONS

SHOWN ON PLAN. BEAMS WITHOUT NOTED REACTIONS TO BE DESIGNED FOR 8K MINIMUM REACTION. BEAMREACTIONS NOTED THUS: (XX K) ON PLAN.

6. SLOPE METAL ROOF DECK, STEEL JOISTS AND BEAMS UNIFORMLY BETWEEN ELEVATIONS SHOWN ON PLAN.DOWNWARD DIRECTION OF SLOPING ROOF BEAMS NOTED THUS: ON PLAN.

7. JOISTS HAVING SPECIAL DESIGN LOADS, DEFLECTION CRITERIA, AND WEB GEOMETRY REQUIREMENTS AREINDICATED THUS: 'XXKSP' OR 'XXLHSP' ON PLAN, WHERE 'XX' INDICATES JOIST DEPTH INCHES. RE: TO SPECIALJOIST DESIGN NOTES AND DETAILS ON SHEET S-004 FOR ADDITIONAL INFORMATION.

8. GENERAL CONTRACTOR TO COORDINATE MECHANICAL ROOF TOP UNIT SUPPORT FRAME LOCATIONS ANDDIMENSIONS BETWEEN MECHANICAL CONTRACTOR AND STRUCTURAL STEEL SUPPLIER. REFER TO SHEET S-005FOR MECHANICAL CURB AND SUPPORT DETAILS.

9. GENERAL CONTRACTOR TO VERIFY EXACT LOCATION OF ALL ROOF SUPPORTED EQUIPMENT WITHARCHITCETURAL DRAWINGS PRIOR TO INSTALLATION.

11. REFER TO METAL ROOF DECK SCHEDULE FOR AREAS REQUIRING ACOUSTIC DECK.

XXX'-XX"

B.O.D.


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

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06/28/2013 ISSUE FOR COB #2 - BP 02



10/03/2013 ISSUE FOR COB #10

10/3

/2013 1

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S-131S-131S-131S-131

ROOF FRAMING PLAN



12036.0


N 1/8" = 1'-0"

ROOF FRAMING PLAN

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P

IB

A.1 A B A B A

B A A.1

A

A

A

AABAA

A

A

LEVEL 1

LEVEL 2

R

R

R

_______S-301

1

_______S-301

3

_______S-301

2

_______S-301

41

AS-301

_______________________

BS-301

_______________________

AS-301

+_______________________

BS-301

+_______________________

1'-4

"9'

-4"

1'-4

"

16'-0"

8" 8" 8" 8"

8" CONC SLAB W/#4 @ 16" O.C.

EA WAY

PAVING PERLANDSCAPE

8" CONC WALL EAEND

1'-0"x3'-0" CONC FOOTINGEA END

USE EXTERIOR FLATWORKCONCRETE MIX AS NOTED ONSHEET S-001 FOR ALL BRIDGECONCRETE

REFER TO LANDSCAPE FORLOCATION & FOR SPOTELEVATIONS @ BRIDGE DECK& PAVING

1'-0"

1'-0

" 8"

1 1/

2" C

LR

(2) #5 TOP

#3 TIES @ 6" O.C.

(3) #6 CONT BOTTOM

GUARDRAIL ~ RE: ARCH

#4 @ 16" O.C. EA WAY

3/4" CHAMFER @ CORNERS

(3) #6 DOWELS TO HEAD WALL

EA END x 30"30"

FS-301

+_______________________

FS-301

+_______________________

PS-002

~_______________________

CONC STAIR ONGRADE

HS-301

_______________________

4" CONC SLAB W/ #4@ 12" O.C. EA WAY

(E) SOIL NAIL WALL

_______S-301

5

PS-002

~_______________________

TURN DOWN 8" WALL W/#5@16" O.C. EA WAY CTR'D

B.O.W. = 6452'-0"

T.O.W = VARIES

(E) SOIL NAILS

PS-002

~_______________________

PS-002

~_______________________

CONST. JOINT

CS-301

_______________________

CONST. JOINT

CS-301

+_______________________

CS-301

+_______________________

SIM

DS-301

_______________________

4" LANDING SLABW/ #4 @ 16" O.C.EA WAY TYP REINFORCEMENT

DISCONTINUOUS@ CONST. JOINT,ADD (2) #5x4'-0" CENTEREDIN TURN-DOWN EDGE

KEYWAY IN BEDROCK~ MAINTAIN EXCAVATIONREQUIREMENT

CS-301

+_______________________

SIM

8"4"

4'-0

" M

AX

2'-0

" M

IN1'

-0"

2'-4" 8"

8"

BIKE TRAIL PAVING

8" CONC WALL

#4x24" @ 16" O.C.

#4 @ 12" O.C. EA WAY

#4 DOWELS x38" @ 12" O.C.

CONC FOOTING W/ #4@ 12" O.C. EA WAY,TOP & BOTTOM

BRIDGE SLAB

EDGE BEAM BEYOND

3" C

LR

1 1/2" CLR

24"

8"

HANDRAIL ~ RE: ARCH

CONC STAIR ON GRADE

ISOLATION JOINT

RE: LANDSCAPE

T.O.W. SLOPES

3/4" CHAMFER

#4 @ 16" O.C. EA WAY,EA FACE

CONC RETAINING WALL

CONC FOOTING

6" M

IN

2'-0

" M

AX

2'-0

"

1 1/

2" C

LR

8" 5'-2" MAX 8"

4"4"

#4x18" @ 12" O.C.

4" SLAB W/ #4 @ 12" O.C.EA WAY

SITE PAVING

(2) #4 BOTTOM

12"

2" CLR

24'-0

"

4'-0

"

4'-0

"

8'-0

"

2'-0

"

T.O.F.

102'-0"

T.O.F.

104'-0"

T.O.F.

106'-0"

T.O.F.

108'-0"

T.O.F.

100'-0"

T.O.F.

98'-0"

FS-301

+_______________________

PS-002

~_______________________

T.O.W. SLOPES~ RE: LANDSCAPE

10'-0"

4"7'

-5"

4"

6" CONC SLAB W/#5 @ 16" O.C.

EA WAY

AS-301

+_______________________

AS-301

+_______________________

BS-301

+_______________________

SIM

REFER TO LANDSCAPE FORLOCATION & FOR SPOTELEVATIONS @ BRIDGE DECK& STAIR LANDINGS

6352'-0"

T.O.F.

6354'-0"

T.O.F.

SIM

SIM

6" M

IN

APPROX BEDROCKLOCATION

FINISHED GRADE~ RE: LANDSCAPE

PS-002

~_______________________

8"

RE:

P/S

-002

6"

STAIR ON GRADEBEYOND

FINSHED GRADE

UPTURNED EDGE

TURN DOWNEDGE

6" M

IN

#4@16" VERT E.F.+ (4) #4xCONT

HANDRAIL ~ RE: LS

(E) SOIL NAILS @ 7'-0" O.C.~ RE: PLAN FOR APPROXLOCATONS, FIELD LOCATEWHERE REQUIRED(ACTUAL DEPTH BELOW GRADEDEEPER THAN SHOWN)

(E) BEDROCK CONTOUR~ UNKNOWN, DISTURBINGBEDROCK ALLOWED ASSHOWN BELOW

1'-0"

IN THIS ZONE

BEDROCK EXCAVATION ALLOWED 1'-0"

DO NOT DISTURB BEDROCK 1'-0"EITHER SIDE OF SOIL NAILS

6" MIN

FINISHED GRADEC

S-301

+_______________________


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

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06/28/2013 ISSUE FOR COB #2 - BP 02



10/03/2013 ISSUE FOR COB #10


4/1

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S-301S-301S-301S-301

SITE PLANS &DETAILS



12036.0


N 1/32" = 1'-0"

FOUNDATION PLAN

1/4" = 1'-0"S-301

1 BRIDGE @ BIKE TRAIL (PLAN)

3/4" = 1'-0"S-301

A BIKE TRAIL BRIDGE EDGE BEAM

1/4" = 1'-0"S-301

3 STAIR (PLAN) 1/8" = 1'-0"S-301

2 STAIR & BRIDGE @ LINK STAIR (PLAN)

3/4" = 1'-0"S-301

B RETAINING WALL @ BRIDGE

3/4" = 1'-0"S-301

F RETAINING WALL @ GARAGE LINK

3/4" = 1'-0"S-301

H BRIDGE @ NORTH & EAST PLD's

1/4" = 1'-0"S-301

4 WEST SITE STAIR (PLAN)1

1

1/2" = 1'-0"S-301

5 BRIDGE @ LINK STAIR

1" = 1'-0"S-301

C TURN DOWN EDGE @ STAIR ON GRADE

3/4" = 1'-0"S-301

D STAIR ON GRADE OVER SOIL NAILS

COB 28

COB 28

COB 28

COB 28

COB 28

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

D C.5D.4

HSS

9x7x

3/8 H

SS9x7x3/8

HSS9x7x3/8

HSS6x6x3

/8

HSS6x6x1/4(46k ULTIMATE)

(109k ULTIM

ATE)

(181k ULTIMATE)

(210k ULTIM

ATE)(210

k U

LTIM

ATE)

_______S-310

E~

_______S-310

G~

_______S-310

H~

(292

k U

LTIM

AT

EU

PLI

FT

)

(272

k U

LTIM

AT

EU

PLI

FT

)

HSS4x4x3/8

_______S-310

M CONC SHEARWALLRE: PLAN

RE: PLAN FOR CONDITIONBELOW S.O.G. ~ TYP

2

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

45

HSS

9x7x

1/4 H

SS9x7x1/4

HSS6x6x1/2

HSS9x7x3/8

HSS6x6x1/4(63 k ULTIMATE)

(105 k ULTIM

ATE)

(157 k ULTIMATE)

(160 k ULTIM

ATE)(160

k U

LTIM

ATE)

(236

k U

LTIM

AT

EU

PLI

FT

)

(218

k U

LTIM

AT

EU

PLI

FT

)8'-4"4'-0"8'-4"

2'-0

"10

'-7"

HSS4x4x3/8

_______S-310

M

TYP REINF@ OPENINGRE: R/S-002

CONC SHEARWALL~ RE: PLAN

2

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

DEF

HSS9x7x3/8HSS9x7x

3/8

HSS9x

7x1/

4 HSS9x7x1/4

HSS6x6x1/2

HSS6x6x1/4

(60 k ULTIMATE)

(116 k ULTIMATE)

(138k ULTIMATE)(1

38 k

ULT

IMATE

)

(175k ULTIMATE)(1

75 k

ULT

IMATE

)

(284

k U

LTIM

AT

EU

PLI

FT

)

256k

ULT

IMA

TE

UP

LIF

T)

HSS4x4x3/8

_______S-310

MCONC SHEARWALL~ RE: PLAN

2

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

2 1.3

HSS6x6x

1/4

HSS6x6x

3/8

HSS9x7x

1/4

HSS9x7x1/4

(39

k ULT

IMATE

)

(66

k ULT

IMATE

)

(97

k ULT

IMATE

)

(118k ULTIMATE)

(284

k U

LTIM

AT

EU

PLI

FT

)

(154

k U

LTIM

AT

EU

PLI

FT

)

HSS4x4x3/8

_______S-310

M

SIM

CONC SHEARWALL~ RE: PLAN

2

STEEL BEAM ~ RE: PLANSTEEL COLUMN~ RE: PLAN

HSS BRACE W/ 3/4"ø A307ERECTION BOLT ~ REMOVEBOLT AFTER WELDING

CL BEAM

CL COLUMN

CL BRACE

GUSSET PL 1"

CONN = 3/8" PL & MAX #3/4"ø A325-SC BOLTS~ TYPICAL @ ALL BRACECONNECTION BEAMS

W.P.

ø

VA

RIE

S

2" TYP

U.N.O

.9"1 1/4"

5/16

5/16

5/16

5/16

5/16 8

5/16BOTH SIDES

15 @ ø<45°12 @ ø>45°

15 @ ø>45°12 @ ø<45°

.

RE:G/S-310 FOR DISTANCEFROM BEAM/COL

WELD FULL LENGTHOF GUSSET, WHERELENGTH IS GREATERTHAN MINIMUM GIVEN


2

CL BEAM

CL COLUMN

W.P.

CL BRACE

FOR ADDITIONAL INFORMATIONRE: E,F/S-310

RE: PLAN

T.O.S.

CL BRACE

VA

RIE

S

VA

RIE

S

= T.O.S.+ 5"

T.O.C.

TY

P1

1/2"

MIN6"

CL BRACE

CL BEAM

CL BRACE


RE: PLAN

T.O.S.W.P.

VA

RIE

S

VA

RIE

S

1/2 25 MIN

1/4

3/8" STIFF PLEA SIDE OF WEB

9"

CL COLUMN

CL BRACE

CL BEAM

FOR ADDITIONAL INFORMATIONRE: E,F/S-310

W.P.

VA

RIE

S

RE: PLAN

T.O.S.

8"-18GA CONT STUD TRACKTOP & BOTTOM

DIAG BRACE

0.177"ø POWER DRIVENPINS @ 16" O.C. ~ TYP

STEEL BEAM ~ RE: PLANSTEEL COLUMN~ RE: PLAN

HSS BRACE W/ 3/4"ø A307ERECTION BOLT ~ REMOVEBOLT AFTER WELDING

CL BEAM

CL COLUMN

CL BRACE

GUSSET PL 1/2"

CONN = 3/8" PL & MAX #3/4"ø A325-SC BOLTS~ TYPICAL @ ALL BRACECONNECTION BEAMS

W.P.

ø

VA

RIE

S

2" TYP

U.N.O

.9"1 1/4"

5/16 10

5/16

1/4 10

1/4

1/4 8

1/4BOTH SIDES

.

RE:G/S-310 FOR DISTANCEFROM BEAM/COL



2


W.P.

CL BRACE

113'-7"

T.O.W.

WALL REBAR MAT~ RE: PLAN

HSS COLUMN & BRACE~ RE: PLAN

BASE PLATE ~ RE: SCHEDULEFOR SIZE AND ANCHOR BOLTLOCATION ~ 1" 5000 PSI NONSHRINK GROUT

1/4 6

6

PILATER REINF ~ RE: S-401

FACE OF PILASTERBUMP AS OCCURS

1"4"

3 1/

2"

3"

1 1/4"øx4'-0" ANCHOR BOLTPLACEMENT IS CRITICALNO ALTERNATIVES IFMISPLACED OR DAMAGED

5/16

5/16

15 @ ø>45°12 @ ø<45°


5/16

ø

VA

RIE

S

BEAM @ WALL ASOCCURS ~ RE: PLAN

HSS 4x4 STRUT~ RE: ELEV

113'-7"

T.O.C.

NS-310

_______________________HSS STRUTRE: ELEV

W8x18x1'-9" EMBEDDED IN WALL~ (4) EQUALLY SPACEDW8x's PER BRACED LINE~ (2) @ 'SIM'

3/8" FULL HTSTIFF EA SIDEOF WEB

3/8"x5 1/2"x1'-4"CAPTURE PLEA SIDE OF HSS 1/4 8

1/4 4TYP EA END

4"1"

A706 TAILBARSRE: N/S-310

1 1/2"

C.5

1" CLR

1/4

1" @ 8" WALL

1/43 SIDES

(4) #5 HORIZ E.F. @ TAIL BARS~ FULL LENGTH OF SHEAR WALL

CONC WALL ~ RE: PLAN

TYP

HSS STRUT W/ 3/8"CAPTURE PLATE's

8" STUD WALL

(2) #7 A706 TAIL BARS x 6'-6"CENTERED @ W8x ~ STAGGERAS REQ'D BTWN EMBEDS

2 1/

2"

L6x4x5/16x CONT W/ 5/8"øx3 1/4" EMBED HILTI KWIKBOLT 3 @ 16" O.C. ~ OCCURS@ DECK

DECK ATTACHMENTPER SCHEDULE

FULL HT STIFF

~ FULL WIDTH@ ALL OTHERS

114'-0"

4

C.5

QS-310

_______________________

1'-0" 10"

9"9"

8" 6"

4"4"

(10) #9 DRILLEDPIER DOWELSIN #3 TIES x 8"TIES SPACED@ 24" MAX~ EMBED 7'-0"INTO DRILLED PIER

14"

DOWEL CAGEOFFSET FROMD.P. CENTERLINE AS SHOWN

CLDRILLED

PIER

SHEAR WALLPILASTERREINFORCEMENTNOT SHOWN FORCLARITYRE: 401 FORADD'L INFO

C.5

RE: PLAN

T.O.G.B.

RE: PLAN

T.O.D.P

INTENTIONALLYROUGHEN T.O.DRILLED PIERTO 1/4" AMPLITUDE

4" POUR DOWN@ DRILLED PIER

PROJECT DOWELS6'-0" INTO PILASTER

SHEAR WALL PILASTER

LENTON OR EQUIVELENT MECHCOUPLER @ EA DRILLED PIERDOWEL ~ 6" ABOVE GRADEBEAM

GRADE BEAM ~ RE: PLAN

DOWELS ARE REQUIREDTO BE PLUMB, CONTRACTORTO SURVEY DOWELS, OR OTHERSTANDARD METHOD OF PRACTICETO ENSURE DOWEL PROJECTIONINTO PILASTER IS WITHIN 1/2" TOLERANCEOF DIMENSIONS SHOWN


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

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D

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1 2 3 4 5 6




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6/1

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S-310S-310S-310S-310

BRACE ELEVATIONS



12036.0


1/8" = 1'-0"S-310

A BRACE ELEVATION ALONG GRID LINE 5 1/8" = 1'-0"S-310

B BRACE ELEVATION ALONG GRID LINE C.5 1/8" = 1'-0"S-310

C BRACE ELEVATION ALONG GRID LINE 2 1/8" = 1'-0"S-310

D BRACE ELEVATION ALONG GRID LINE D

3/4" = 1'-0"S-310

E TYP BRACING CONN LAYOUT @ HSS 9x7

3/4" = 1'-0"S-310

G BRACE CONN @ COLUMN 3/4" = 1'-0"S-310

H BRACE CONN @ CHEVRON BRACE 3/4" = 1'-0"S-310

J BRACE CONN @ TOP 3/4" = 1'-0"S-310

K STUD WALL/BRACE CONN

3/4" = 1'-0"S-310

F TYP BRACING CONN LAYOUT @ HSS 6x6

3/4" = 1'-0"S-310

L SINGLE BRACE @ BASE

1 1/2" = 1'-0"S-310

M HSS STRUT @ CONCRETE WALL 3" = 1'-0"S-310

N EMBED @ HSS STRUT 1" = 1'-0"S-310

P DOWELS @ SHEAR WALL PILASTER 3/4" = 1'-0"S-310

Q DOWELS @ SHEAR WALL PILASTER

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FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

2 3 41.3 2.3 2.5 4.8

HSS18x6x5/16 (155'-7")

HSS18x6x5/16 (141'-7")

HSS18x6x5/16 (127'-7")

(STAIR A)(STAIR B)

HSS10x5x1/4 (127'-7")

HSS10x5x5/16 (155'-7")

HSS10x5x1/4 (141'-7")

AS-521

_______________________

BS-511

~_______________________

AS-511

~_______________________

PS-511

_______________________

BS-521

_______________________

MS-511

_______________________

GS-501

_______________________

HS-501

_______________________

TS-511

_______________________

W1

W2

W1

W1

W2

W1

W1

W2

W1

600T150 @ SILL &HEADER ~ MATCHGAUGE OF STUDWALL

DBL STUD EA SIDE~ TYP

ES-512

______________________________S-512

F

ES-501

_______________________

HS-512

_______________________

W1

W1

W1

W1

DOUBLE JAMB STUDEA SIDE

W5

W5

W5

W5

DOUBLE JAMB STUDEA SIDE

SS-512

_______________________

W1 W1

W1

W2

L4x4x1/4 L4x4x1/4

L8x4x7/16L8x4x7/16 L8x4x7/16 L8x4x7/16 L8x4x7/16

L8x4x7/16


L8x4x7/16


L8x4x7/16

AS-511

~_______________________

AS-511

~_______________________

BS-511

~_______________________

BREAK BRICK RELIEFANGLE @ EDGE OFLONG WINDOWS ~ TYP

HS-513

_______________________

AS-513

~_______________________

AS-513

~_______________________

3

3

AS-513

~_______________________

3

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

D E F

(STAIR B)

HSS18x6x5/16 (127'-7")

HSS18x6x5/16 (141'-7")

HSS18x6x5/16 (155'-7")

(20)

@ 8

"

W5

W5

W5

W5

L8x4x7/16

L8x4x7/16

L8x4x7/16

2

2

2

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

12345 1.32.32.5

HS

S5x

2x3/

16

HS

S5x

2x3/

16

HS

S5x

2x3/

16

HS

S5x

2x3/

16H

SS

5x2x

3/16

HS

S5x

2x3/

16

HS

S5x

2x3/

16H

SS

5x2x

3/16

AS-511

_______________________

BS-511

_______________________

VERT CONTROL JOINTS @EDGE OF STRIP WINDOWS

STRUCTURAL SILL (NESTEDSTUDS) @ THIS LEVEL

BS-501

_______________________

ES-521

_______________________

W3

W1

W1

W1

W2

W2

W2

W2

W2

GIR

T P

OS

TG

IRT

PO

ST

GIR

T P

OS

TG

IRT

PO

ST

W3

W1

W1

W1

W2

W2

W2

W2

W2

W

W1 W1

W1 W1

W1 W1

W3 W3

W1

GIR

T P

OS

TG

IRT

PO

ST

GIR

T P

OS

TG

IRT

PO

ST

W1

W1

W1

W1

W3

6'-6"

W4

W2

AS-501

_______________________

JS-521

_______________________

NS-501

_______________________

8'-11 5/8"8'-9 5/8"

PS-512

_______________________

BREAK RELIEF ANGLE@ CONTROL JOINT ~ TYP

AS-513

_______________________

L8x4x7/16 L8x4x7/16

L8x4x7/16 L8x4x7/16

L8x4x7/16 L8x4x7/16

L8x4x7/16 L8x4x7/16

L8x4x7/16 L8x4x7/16

L8x4x7/16 L8x4x7/16 L8x4x7/16 L8x4x7/16 L8x4x7/16




(4) JAMB STUDSTHIS LEVEL

PS-511

~_______________________

PS-512

~_______________________

BS-511

~_______________________

BS-511

~_______________________

BS-511

~_______________________

TYP

TS-521

_______________________

AS-511

~_______________________

AS-513

~_______________________

AS-511

~_______________________

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

ABC

W1

W3

W1

W1

W2

ES-521

~_______________________

AS-511

~_______________________

L4x4x1/4 L4x4x1/4

L8x4x7/16

L8x4x7/16

L8x4x7/16

2

2

2

2

2

2

2

PS-511

~_______________________

3

3

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

_______S-511

L

W3

W1

W1

W1

W2W2

L8x4x7/16

L8x4x7/16

L8x4x7/16

L6x4x5/16 L4x4x1/4

(3) JAMB STUDSFULL HEIGHT

NS-512

~_______________________ Q

S-512

~_______________________

2 2

2 2

2

2

2

2

FOUNDATION

100'-0"

SECOND FLOOR

114'-0"

THIRD FLOOR

128'-0"

FOURTH FLOOR

142'-0"

FIFTH FLOOR

156'-0"

ROOF

170'-0"

A B C DC.6

CS-521

_______________________

TS-512

_______________________

W1

W1

W1

W1

600T150 @ SILL &HEADER ~ MATCHGAUGE OF STUDWALL

DBL STUD EA SIDE~ TYP

AS-511

~_______________________

T.O.B.L.

102'-8"

T.O.B.L.

110'-8"

L8x4x7/16

L8x4x7/16

L8x4x7/16

2 2 2

2

2

2

L8x4x7/163


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

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JR








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S-311S-311S-311S-311

BUILDINGELEVATIONS



12036.0


1/8" = 1'-0"S-311

A NORTH BUILDING ELEVATION 1/8" = 1'-0"S-311

B EAST BUILDING ELEVATION

1/8" = 1'-0"S-311

D SOUTH BUILDING ELEVATION 1/8" = 1'-0"S-311

E BUILDING ELEVATION @ GRID LINE 5 1/8" = 1'-0"S-311

F BUILDING ELEVATION @ GRID LINE B.7

1

1

1/8" = 1'-0"S-311

C EAST BUILDING ELEVATION

2

2

3

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FOUNDATION100'-0"

SECOND FLOOR114'-0"

THIRD FLOOR128'-0"

FOURTH FLOOR142'-0"

FIFTH FLOOR156'-0"

ROOF170'-0"

D.6D.10

HSS9

x7x1

/2

HSS9

x7x1

/2

HSS9x5x1/4

(127'-7")

HSS6x6x1/4

(127'-7")

HSS6x6x1/4 (127'-7")

HSS9x5x3/8 (139'-10 1/2)

HSS9x5x1/4 (117'-2 1/2")

AS-511

~_______________________

DS-512

_______________________

T.O.B.L.

109'-4" (8) @

8"

T.O.B.L.104'-0" (4

) @ 8"

1'-2"

2"

RS-501

_______________________

JS-512

_______________________

AS-511

~_______________________K

S-512_______________________

SIM

_______S-512

L

NS-512

_______________________NS-512

~_______________________ NS-512

~_______________________

(7) @

8"

(2) @ 1'-4"

2'-0"

4'-0" 7'-4" (2) @ 1'-4"

2'-0"

(2) @ 1'-4"2'-0"1'-4" 6'-0"

2'-4"(2) @ 1'-4"

2'-0"

7'-0"

QS-512

_______________________

2

W2

W1

W1

W2

W1

W1

W1

W1 L6x4x5/16 L6x4x5/16 L6x4x5/16

L8x4x7/16 L8x4x7/16 L8x4x7/16

L8x4x7/16 L8x4x7/16 L8x4x7/16

L8x4x7/16

AS-511

~_______________________

2

2

2 2 2 2

2

2

2

2

2

QS-521

_______________________RS-521

_______________________

_______S-513

JCOB #2

SECOND FLOOR114'-0"

THIRD FLOOR128'-0"

FOURTH FLOOR142'-0"

FIFTH FLOOR156'-0"

ROOF170'-0"

6D.11

BS-512

_______________________AS-512

_______________________

MS-501

_______________________

LS-512

_______________________

CS-513

_______________________

BS-513

_______________________

2

EFG

VS-511

_______________________

7'-8"

3'-2"

3'-4"

PILASTERRE: L/S-401

(5) #7 VERTSE.F. @ 3" O.C.(10 TOTAL)

TYP CONCWALL REINFRE: SCHEDULE

PER SCHEDULE

GRADE BEAM TIES TIES#4 @ 16"

O.C.

LS-501

_______________________

TYP REINF@ OPENINGRE: R/S-002


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR





6/27

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\Rev

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CAD

\120

36 U

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013-

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ral_

alan

f.rvt

S-312

BUILDINGELEVATIONS



12036.0


1/8" = 1'-0"S-312A WEST BUILDING ELEVATION

1/8" = 1'-0"S-312B BUILDING ELEVATION @ GRID LINE D.10

1/8" = 1'-0"S-312C SHEAR WALL @ G.L. 3

1

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D

2

7"5"

5"5"

1'-1

0"

1'-6"

9" 9"

5" 5"

5 1/4" SHAFT WALL ASSEMBLY

10" CONC WALL

STAIR B

PILASTER

10" CONC WALL

5 1/4"

CLR

1 1/

2"

1 1/4"ø ANCHORBOLTS ABOVE

(10) #10 PILASTERVERTS

#4 TIES x 19 @8" O.C. W/ (5)TIES @ T.O.PILASTER@ 3" O.C.

15

CLDRILLED

PIER

CORNER BARSCONTINUOUSAT PILASTERS~ TYPICAL @ ALLPILASTERS

D

1.34 5/8" 1'-0 3/8"

5"5"

5 1/4" SHAFT WALLASSEMBLY

10" CONC WALL

17" CONC WALL

STAIR B

CLR1 1/2"

1'-0" 1'-0 3/8"

9"9"

36"W GRADE BEAM

PILASTERREINFORCEMENTRE: A/S-401

CLDRILLED

PIER

CLR3 7/8"

1 1/4"ø ANCHOR BOLTSABOVE

CONTINUOUS CORNERBARS RE: A/S-401(NOT SHOWN)

1'-0"

1'-1

1/4

"

CONC GRADE BEAM

12" CONC WALLF

2

11 3

/8"

3 5/

8"

3" 6" 6" 3"

5" 5"

CLR1 1/2"

1'-0

"11

3/8

"

CLR

2 7/

8"


PILASTERREINFORCEMENTRE: A/S-401

STAIR B

5 1/4" SHAFTWALL

CLDRILLED

PIER

CONTINUOUS CORNERBARS RE: A/S-401(NOT SHOWN)

4

C.5

MECHANICAL

PILASTER REINF~ RE: A/S-401


1'-0" 10"

5"4"

4"5"

CL DRILLEDPIER

TERMINATE HORIZ BARSW/ STANDARD HOOK INTOPILASTER

8"

C.5

CL STEEL COLUMNABOVE = CL DRILLEDPIER

1'-0" 1'-0"

1 1/2" CLR

#4 TIES x 21 @8" O.C. W/ (5) TIES @ T.O.PILASTER @ 3" O.C.

(10) #10 PILASTERVERTS

15

8"

5

C.5

CL DRILLEDPIER

1 1/2" CLR

2 3/4" CLRPILASTER REINF~ RE: A/S-401


9" 10 1/4"

1 1/4"

TERMINATE BARS W/STANDARD HOOK INTOPILASTER (NOT SHOWN)

8"

1

C

10"

10"

10"

22"x20" CONC PILASTER W/(8) #7 VERT & #3 TIES@ 16" O.C.

CONC DRILLED PIER~ CENTERED ON COLUMNABOVE

STOP INSIDE HORIZ MATON EITHER SIDE OFPILASTER

BRICK LEDGE ABOVE

18" CONC WALL ~ BARS@ BRICK LEDGE NOT SHOWNFOR CLARITY

SPLICE OUTER HORIZ BARSON (1) SIDE OF PILASTER

T.O.D.P.

98'-8"

1

C

10"

T.O.C.

113'-7"

CONC WALL

BRICK VENEERCOLUMN & BASE PL~ RE: SCHEDULE

STEEL BEAM ~ RE: R/S-003FOR CONN

20"x22" CONC PILASTERW/ (8) #7 VERT & #3 TIES@ 16" O.C.

7" 5"

5 1/2" 3 1/2"

7"7"

5 1/

2"5

1/2" 10

"10

"

1

C.6

9"4

3/8"

1'-4

"

1'-0"

2 1/8"

1'-8 3/8"

9" 2 3/8"

BRICK LEDGE ABOVE

18" CONC WALL ~ RE: PLAN

12" CONC WALL~ RE: PLAN

21"x21" CONC PILASTER W/(8) #7 VERT & #3 TIES@ 16" O.C.

DRILLED PIER~ RE: SCHEDULE

T.O.D.P.

98'-8"

1

C.6

BRICK VENEER

STEEL BEAM ~ RE: R/S-003FOR CONN

21"x21" CONC PILASTERW/ (8) #7 VERT & #3 TIES@ 16" O.C.

1'-0"

2 1/8" 2 3/8"

1'-6"

8"8"

4 3/

8"

9"

2 3/8"0"

STEEL COLUMN & BASE PL~ RE: PLAN

T.O.C.

113'-7"

E

3

9"1'

-9"

1'-2

3/8

"1'

-3"

3" 6" 6" 3"

T.O.C.

113'-7"

#3 TIES @ 16" O.C.TIES AROUND EACHVERT AS SHOWN

T.O.C.

111'-6"

CONC BEAMBEARING ONWALL

(3) #3 TIES @3" O.C. @ T.O.PILASTER

5 3/

8"

(8) #6 VERTS IN PILASTER

9"1'

-9"

HSS COL &BASEPLATERE: PLAN

PROJECT (4) VERTS12" INTO CONC BEAM~ BEND @ INTERFACEFOR 1 1/2 MIN COVER

D.10

D.11

1'-0"

1'-8

3/8

"

9"

1'-0

"

T.O.G.B.

113'-6"

STEEL COLUMN BASE PL

CONC WALL

CONC PILASTER

CONC SLAB ON VOIDNOT SHOWN FORCLARITY

CONC GRADE BEAM

9"

1'-5 5/16"

T.O.C.

113'-4" T.O.W.

113'-6"

(3) #6 DOWELS x 4'-2"TO GRADE BEAM ~ EXTEND17" UP INTO GRADE BEAM

12"

D.10

D.11

1'-8

3/8

"

9"

1'-0

"

CONC PILASTER W/ (8) #7 VERT& #3 TIES @ 14" O.C.

CONC WALL ~ RUN OUTSIDE FACEHORIZ REINF TO OUTSIDE FACE OFPILASTER

(3) #6 DOWELS INTO GRADEBEAM ABOVE

CONC GRADE BEAM ABOVE

CONC DRILLED PIER CENTEREDON COLUMN ABOVE

CORNER BARS @ HORIZ REINFTHIS FACE

9"

1'-5 5/16"

1'-0"

C

5

B.7

1'-3" 5 3/8" 11 5/8"

1'-0

"1'

-0"

6"

BS-501

+_______________________

SIM

2'-0"W x2'-8"x2'-0"T PIER CAP~ REINFORCE PER B/S-501

GRADE BEAM REINFCONTINUOUS AROUNDCORNER

T.O.P.C.

99'-0"

T.O.G.B.

100'-0"

HSS COL &BASEPLATERE: PLAN

4.8

D.9

5" 5"

1 1/

4"8 3/

4"

7 1/

2"7

1/2"

PILASTER 10"x15"W/ (6) #6 VERTS& # 3 TIES @ 10" O.C.

HSS COL& BASEPLATERE: PLAN

CONC WALLREINF CONTAROUND CORNERSTOP VERTS @ PILASTER

T.O.C.

113'-7"

STAIR ASTEEL BEAMCONNECTIONRE: R/S-003

2 5/8"5 3/8"

6

D.6

5.5

1 1/

2"10

9/1

6"

EDGE OFCURTAINWALLABOVE

10 5

/8"

10 5

/8"

T.O.C.

100'-2"

T.O.P.C.

99'-0"

1'-9 1/4"W x2'-8"x2'-0"T PIER CAP~ REINFORCE PER B/S-501

1'-6"2 3/8"

BRICK LEDGE STEPSRE: A/S-312

5 3/8"

6 7/8"

PS-501

+_______________________

QS-501

+_______________________

3"

10"

8"

HSS COLUMN AND BASEPLATERE: PLAN

T.O.D.P.

96'-8"

1'-8 3/8"

11 5/8"

1

A

B

T.O.G.B.

100'-0"

8"

BRICK LEDGE STEPSRE: B/S-311

113'-7"

T.O.P

10"

1'-0

3/8

"8"

10" 1'-0 3/8"

PILASTER W/(8) #6 VERTSAND #3 TIES x@ 12" O.C.

TERMINATE WALLHORIZ INTO PILASTERW/ STD HK

5 3/

8"

1'-8 3/8"

CONC DRILLEDPIER CENTEREDON COLUMN ABOVE

6

D.10

6'-5

3/8

"

9"9"

2'-1

0 3/

4"

1'-8

3/8

"

9"2'

-6"

1'-6"2 3/8"

DRILLED PIER ~ RE: PLAN

36" GRADE BEAM

29 3/8"x29 3/8" CONC PILASTERW/ (12) #6 VERT & #4 TIES@ 12" O.C.

CONC WALL ~ RUN HORIZ BAR@ OUTSIDE FACE THRU PILASTER

18"x29 3/8" PILASTER W/ (8) #6VERT & #4 TIES @ 12" O.C.

CONC WALL

6

D.10

FS-501

_______________________

RS-501

_______________________

4'-7

1/8

"1'

-0 1

/16"

8 5/

16"

1'-8 3/8"

1'-7 5/8"9"

2 3/8"T.O.W.

110'-6"

T.O.G.B.

114'-0"

T.O.G.B.

113'-6"

9"

8"

BRICK LEDGE AS OCCURS

T.O.C.

113'-6"

T.O.W.

113'-6"

CONC GRADE BEAM

CONC PILASTER

6" CONC SLAB ON VOID ~NOT SHOWN FOR CLARITY


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








6/1

2/2

013 4

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C:\

Users

\ale

xs.R

EI\D

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ale

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S-401S-401S-401S-401

PLANENLARGEMENTS



12036.0


3/4" = 1'-0"S-401

A STAIR B PILASTER 3/4" = 1'-0"S-401

B STAIR B PILASTER 3/4" = 1'-0"S-401

C STAIR B PILASTER 3/4" = 1'-0"S-401

D PILASTER @ G.L. C.5-4 3/4" = 1'-0"S-401

E PILASTER ALONG G.L. C.5

3/4" = 1'-0"S-401

F PILASTER @ G.L. C.5-5 3/4" = 1'-0"S-401

G PILASTER @ LEVEL 1 3/4" = 1'-0"S-401

H PILASTER @ BASEMENT WALL 3/4" = 1'-0"S-401

J PILASTER @ LEVEL 1 3/4" = 1'-0"S-401

K PILASTER @ LEVEL 2

3/4" = 1'-0"S-401

L PILASTER @ G.L. E-3 3/4" = 1'-0"S-401

N PILASTER @ LEVEL 2 3/4" = 1'-0"S-401

M PILASTER @ LEVEL 1 3/4" = 1'-0"S-401

P PILASTER @ G.L. B.7-5 3/4" = 1'-0"S-401

Q PILASTER @ STAIR A

3/4" = 1'-0"S-401

R PILASTER @ G.L. D.6-6 3/4" = 1'-0"S-401

U PILASTER @ LEVEL 1 1/2" = 1'-0"S-401

S PILASTER PLAN @ ENTRY (LEVEL 1) 3/4" = 1'-0"S-401

T PILASTER PLAN @ ENTRY (LEVEL 2)

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1

RE: PLAN

T.O.B.L.

BRICK VENEER

ISOLATION MATERIAL

CONC SLAB-ON-GRADE

CONT 4" VOID

100'-0"

T.O.C.

18" CONC WALL ~ POURDOWN @ DRILLED PIER

2'-0

"

10" CONC WALL ABOVEBRICK LEDGE

#4x 25" 8" @ 12" O.C.

15"

6

RE: ELEVATION

T.O.B.L.

1'-6" 2 3/8"

8"

6" METAL STUD WALL

DOWELS ~ RE: M/S-501

6" CONC SLAB ON VOID

CONT 4" VOID

#5 @ 16" O.C. W/ (1) #5x CONTTOP & BOTTOM ~ EXTEND 30"BELOW BRICK LEDGE

CONC FOUNDATION WALL~ RE: PLAN

BRICK VENEER

SITE STAIR/PAVING ASOCCURS

A B

RE: PLAN

T.O.C.

F.O. STUD

BRICK VENEER

ISOLATION MATERIAL

CONC SLAB-ON-GRADE

STEEL COLUMN & BASE PL~ RE: PLAN

1" NON-SHRINK GROUT

2'-0"W x2'-8"x2'-0"T PIER CAPW/ (5) #5 "U-BARS" x18" 18"

EA WAY TOP & BOTTOM & #3 HORIZTIES @ 8" O.C.


CONC DRILLED PIER

STEEL STUDS

CONT GRADE BEAM~ POUR INTEGRALLYW/ PIER CAP ~ CONTTOP & BOTTOM REINFTHROUGH CAP ~STIRRUPS MAY STOP4" OUTSIDE F.O. CAP

4" VOID OUTSIDEDRILLED PIER

1'-3" 5 3/8" 11 5/8"

1'-0"

6

3"

CONCGRADE BEAMRE: SCHEDULE

#4 x 24" @ 12" O.C.

#3 x6'-0" @ 12" O.C.STAGGER ENDS1'-0" TYP

SITE PAVING

24"

8"

RE: GB SCHEDULE

CONT 4"VOID FORM

CURTAIN WALLRE: ARCH

5"

RE: PLAN

T.O.G.B

G

DO NOT BACKFILLUNTIL SLAB OR DECKABOVE HAS BEENPLACED AND CURED(7 DAY MIN)

PERIMETER DRAINTYPICALRE: SOILS REPORTFOR ADD'L INFO

GRADE BEAMRE: PLAN

4" CONT VOID FORM

ISOLATIONMATERIAL

SLAB ONGRADE

#6@10" O.CW/ STD HK @GRADE BEAM

Ld

BASEMENT WALLRE: PLAN

3/4" CLR

1 1/2" @ #5

CLR

1 1/

2"

2" @ > #5

5

ELEV PIT

1" C

LR

3" C

LR

PIT SLABW/ #6 @ 9"O.C. EA WAYT & B

LAYER 1,4E/W

MONOLITHICOR TWO POUR@ GC PREFERENCE~ @ TWO POUR, FORMSAVERS TO MATCHSLAB REINF INTOGRADE BEAM

GRADE BEAMRE: PLAN

RE: PLAN

T.O.C.

DOWELSMATCHWALL REINF

DOWEL @ MIDDEPTHPROJECT 2'-0" INTOPIT SLAB~ MATCHPIT SLAB BARSPACING

G

VERT EDGECLEARANCERE: E/S-501

BEND EAVERT@ 1/6

CONC WALLRE: PLAN

1 1/2" 1'-3 1/2"

1'-0

"

114'-0"

T.O.W.

SITEPAVING

BRICK

EXT SHEATING

FURIRINGRE: ARCH

4"

3 1/8"F.O. WALL

F.O. CONC

8" STUDWALL

STAIR

G8 3/8" 4"

2 1/2"

8" STUD @ STAIR B, 6" STUD@ STAIR A (3) TRIMMER STUDSBELOW VERT MULLIONS

16 GA TRACK

BRICK VENEER

PL3/16"x1'-0"x WINDOW WIDTH(1'-1" PL @ 8" STUD)

TYPE I BOX HEADER x16 GA ~ CONNEA END TO KINGS PER G/S-005~ RE: SCHEDULE FOR JAMBS

CURTAINWALL GRAVITY& LATERAL CONN TOSTRUCTURE BY OTHERS

CONC STAIR COREWALLRE: G/S-501

3/32 2-12

#10 SCREW @ TRACK TOBOX @ EA STUD

G


DOWEL @ EA VERT ~ MATCHVERT SIZE

1 1/2" @ #5

2" @ >#53/4" CLR

CLA

SS

B S

PLI

CE

CLA

SS

B S

PLI

CE

CONC WALL~ RE: SCHEDULE

A

1'-0"

RE: PLAN

T.O.C.

F.O. STUD

BRICK VENEERLTGA STEEL STUD WALL~ RE: SHEETS S-311 & S-312FOR SIZES ~ RE: SHEET S-005FOR CONN DETAILS

ISOLATION MATERIAL

CONC SLAB-ON-GRADE

SUBGRADE CONSTRUCTION~ RE: K/S-002

CONC GRADE BEAM ~ POURDOWN @ DRILLED PIERS

CONT 4" VOID

1'-3" 5 3/8"

2" C

LR

RE

: SC

HE

DU

LE

STEEL POST FOR ELEVATORGUIDE RAIL SUPPORT

CONC SLAB ON GRADE

1/2" BASE PL W/ (2) 3/4"x4"EMBED EXP ANCHORS

CONC SLAB ON METAL DECK

STEEL BEAM

HSS6x6x1/4 W/ 1/4" CAP PLEA SIDE

5 1/4" SHAFTWALLASEEMBLY

5 1/4" 5"

3 1/4"

ELEVATOR GUIDERAIL CLIP

3/16

6

ELEVATORSHAFT

1 1/

2"

1 1/

4"

2"1

1/4" L6x4x3/8x0'-9 1/2"L W/ 2"L

SLOTTED HOLES @ BOLTS

(2) 3/4"ø BOLTS SET @ CENTEROF HOLE ~ FINGER TIGHTENBOLTS

3

3

GRADE BEAM~ RE: SCHEDULE

BOUNDARY VERTS@ CONC WALL~ RE: ELEV

MECHANICAL ROOMSLAB-ON-GRADE

DOWELS TO MATCH

VERTS x14" 75"

6"6"

D.101'-8 3/8"

3"

1 1/

2" C

LR

3'-0

"

1 1/

2" C

LR

6"

RE: PLAN

T.O.C.

CONC SLAB ON VOID

CONT 4" VOID @ SLAB & GRADEBEAM

#4 DOWELS x 24"@ 12" O.C.

CONC GRADE BEAM~ RE: SCHEDULE

CURTAINWALL SYSTEM~ RE: ARCH

#3x6'-0" @ 12" O.C. ~ STAGGERENDS 1'-0" TYP

CONC SITE PAVING

24"

A BFOR ADDITIONAL INFORMATIONRE: B/S-501

2'-8"x2'-8"x2'-0" DEEP PIER CAPREINF PER B/S-501

GRADE BEAM BEYOND

DRILLED PIERDOWELSRE: PLAN

6

1 1/2"

2 1/4"

HILTI PINS STAGGERED@ 8" O.C.RE: H/S-005 FOR ADD'L INFO

1'-2 3/8" 6"

5 3/8"

5/8" GYP ON 7/8"HAT CHANNELRE: ARCH

1'-1 1/2" 6 7/8"

2" CONC CURBMONOLITHICPOUR WITH G.B.

100'-2"

T.O. CURB

RE: PLAN

T.O.G.B

GRADE BEAMRE: PLAN FORREINFORCEMENT

FOR ADDITIONAL INFORMATIONRE: A/S-501

2

6

105'-0"

T.O.C

VARIES

T.O.B.L.

8" 10" 2 3/8"

#4 @ 8" O.C. E.FHORIZ ~ BENDI.F. BAR WHEREWALL STEPS TO7" STEM

CURTAIN WALL GRAVITY &LATERAL CONN TO CONC WALLBY OTHERS

BRICK VENEER ~ RE: ARCH

#4 x Lbl + 16" Lbl + 16"@ TIES

#4 CLOSED LOOP TIES @ 16" O.C.STEP W/ BRICK LEDGE

#4 HORIZ @ 12" O.C. E.F.

Lbl

8"

61'-8 3/8" 1'-7 5/8"

114'-0"

T.O.G.B.

110'-6"

T.O.W.

#5 CLOSED TIES @ 24" O.C.

(3) #5 TOP & BOTTOM,(2) #5 EA SIDE

4" CONT VOID


#5 DOWELS x6'-0"@ 12" O.C.

STUDWORK NOT SHOWNFOR CLARITY ~ BOTHSIDES

BRICK VENEER

2

TYP1" CLR

CLA

SS

B L

AP

SP

LIC

E

CONCRETEWALLRE: PLAN

GRADE BEAMRE: PLAN

DOWELSTO MATCHCONC WALLVERTS~ STD HOOK@ G.B.

RE: SCHEDULE

1 1/

2" C

LR T

YP

D

9"

SUMP PITRE: PLAN~ THICKEN SLABAROUND ASREQUIRED. REPLACEINTERUPTED BAR, 1/2ON EACH SIDE

MIN8"

ELEV PIT

CLA

SS

B L

AP

CONCRETEWALLRE: PLAN

CENTER DRILLEDPIER ON CONCWALL

PIT SLABRE: S/S-501

DOWELS MATCHCONC WALLVERTS

13/16"

1 1/

4"2"

1 1/

4"

1 1/2"1 1/2"

3 1/2"

1 1/2"1 1/2"


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

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B

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S-501S-501S-501S-501

FOUNDATIONDETAILS



12036.0


3/4" = 1'-0"S-501

J CONC WALL @ LEVEL 1 3/4" = 1'-0"S-501

F FOUNDATION WALL @ SLAB ON VOID

3/4" = 1'-0"S-501

B EXTERIOR PILASTER 3/4" = 1'-0"S-501

C THRESHOLD @ CURTAIN WALL 3/4" = 1'-0"S-501

D GRADE BEAM @ LEVEL 1 WALL

3/4" = 1'-0"S-501

S ELEVATOR PIT SLAB @ GRADE BEAM

3/4" = 1'-0"S-501

G CONC WALL @ STAIR 3/4" = 1'-0"S-501

H STAIR CURTAIN WALL SILL

3/4" = 1'-0"S-501

E LEVEL 1 WALL @ STAIR 3/4" = 1'-0"S-501

A GRADE BEAM DETAIL

3/4" = 1'-0"S-501

K STEEL POST @ ELEVATOR GUIDE RAIL

3/4" = 1'-0"S-501

L DOWELS @ G.L. 3 SHEAR WALL 3/4" = 1'-0"S-501

M SLAB ON VOID @ ENTRY 3/4" = 1'-0"S-501

N CORNER EXTERIOR PILASTER 3/4" = 1'-0"S-501

P GRADE BEAM @ CONC CURB 3/4" = 1'-0"S-501

Q GRADE WALL @ CURTAIN WALL

3/4" = 1'-0"S-501

R WALL CAP @ ENTRY 3/4" = 1'-0"S-501

U GRADE BEAM @ INTERIOR CONCRETE WALL 3/4" = 1'-0"S-501

T ELEVATOR PIT SLAB

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6

8"

RE: PLAN

T.O.C.

RE: PLAN

T.O.B.L.

BRICK VENEER

1'-0"

5"3"

CONC WALL ~ RE: F/S-511FOR ADD'L INFO

STEEL STUDWALL~ SLIP HEAD @ SILLGIRT~ RE: PLAN

CONC SLAB ON METAL DECK~ DECK SPAN DIRECTIONSKEWED TO WALL

L6x4x5/16 (LLV) W/ 3/8"ø EXPANCHORS (2 1/2" EMBED)@ 24" O.C.

1'-8 3/8"

2 3/8"

3

E8 3/8" 6" 6"

RE: PLAN

T.O.C.

113'-0"

T.O.C.

SLOPE

RE: CIVIL

TAPERED GEO-FORM RIGIDINSULATION

WATERPROOFING ~ RE: ARCH

6" STRUCUTRAL SLAB(fc' = 4000 PSI) W/ #4@ 12" O.C. EA WAY

4" THICK CONC SITE PAVING~ THICKEN TO 7" @ BIKERACK LOCATIONS

MECH VAULT

6"

1 1/

2" C

LR ~

TY

P

1" CLR BTWN ROWS OFBAR @ MULTIPLE ROWCONDITIONS

#4 FORM-SAVERS @ 12" O.C.CENTERED IN SLAB ~ 25" MINEXTENSION INTO SLAB

1'-3"Wx2'-6"D CONC BEAM~ RE: G/S-512 FOR REINFINFO (fc' = 4000PSI)

(5) #6 PERIMETER BARSx CONT @ 2" O.C. 1

CONT L4x4x1/4

1/4"x6"x6" EMBED PL W/ (4)1/2"ø x6" HAS ~ SPACE PL's@ 4'-0" O.C. MAX

3

1/4 4

3

.

G

1 1/2" CLR 3/4" CLR

1'-0 3/8"

113'-0"

T.O.C.

6"

3 1/

2 M

IN T

HIC

KN

ES

S

3/4"

CLR

SLOPE

RE: CIVIL

TAPERED GEO-FORM RIGIDINSULATION

WATERPROOFING ~ RE: ARCH

6" STRUCUTRAL SLAB (fc' = 4000 PSI)W/ #4 @ 12" O.C. EA WAY

4" THICK CONC SITE PAVING

MECH UNIT

(5) #6 PERIMETER BARSx CONT @ 2" O.C.

61'-5 3/8"

7 1/2"

1/2"

9 3/8"

SLAB EDGE ~ RE: E/S-003 ORF/S-003 @ CONTRACTORS OPTION



CURTAINWALL SYSTEM~ RE: C/S-004 FOR INFO

RE: PLAN

T.O.C.

5"

ED.9


SHAFTWALL ASSEMBLY~ RE: ARCH

STAIR

RE: PLAN

T.O.C.

FURRING ~ RE: ARCH

DECK EDGE CONN~ RE: D/S-511

RE: PLAN 1 1/2"

3

A B

CONC SLAB ON DECK


LIGHTGAUGE STEELSTUDWALL ~ RE: ELEVATION

SLIDE CLIP @ EA STUD~ RE: K/S-005

EXTERIOR SHEATHING

L8x4x7/16 (LLH) OR BENTPL1/4"x8"x0'-4" ~ ALIGN W/WINDOW HEADS

BRICK VENEER

1/4 3-12

1/8EA STUD

KERF CUT BRICK TO CONCEALTOP OF ANGLE ~ TYP

1

A B


LIGHTGAUGE STEEL STUDS~ RE:ELEVATIONS

RIGID CONN @ EA STUD~ RE: K/S-005

L8x4x7/16 (LLH) OR BENTPL1/4"x8"x4"

1/8EA STUD

LTGA KICKERS @ EVERYOTHER STUD ~ RE: Q/S-005FOR CONN @ HIGH END OFKICKER

CEILING ~ RE: ARCH

STRIP WINDOWS ABOVE& BELOW

8 3/8" 6" 6"

CLIP TOANGLE

KERF CUT BRICK TO CONCEALTOP OF ANGLE ~ TYP

1

3

1

114'-0"

T.O.C.

1'-8 3/8"

1'-0"

RE: R/S-003 FOR CONN

CONC SLAB

COMPOSITE BEAM

CONC PILASTER BEYOND

10" STEMWALL ABOVE BRICKLEDGE ~ RE: PLAN

18" CONC STEMWALL

#4x 8" @ 12" O.C.

#4 @ 12" O.C. HORIZ

RE: PLAN

T.O.B.L.

15"

BRICK VENEER

3

G

3"5" 114'-0"

T.O.C.

1'-0 3/8"

4"

6"

1 1/

2" C

LR

6" CONC SLAB ON VOID

#4 DOWELS x 24"@ 12" O.C.

4" CONT VOID


CONT L6x4x5/16 (LLV) W/3/8"ø EXP ANCHORS (2 1/2"EMBED) @ 24" O.C.

CONC BASEMENT WALL

12"

DECK CONN TO ANGLE ~RE: B/S-005~ TYP

3

1" CAP PL W/ (4) 3/4"øBOLTS

CANTILEVEREDCOMPOSITE STEELBEAM

ANGLE KICKERBEYOND

1" BASEPLATEW/ (4) 3/4"ø BOLTS

HSS COLUMNBREAK @ CANT'LBEAM

5" RE: PLAN

T.O.C.

3/8" FITTED STIFFENERSEA SIDE OF BEAM~ ALIGN W/ WALLS OF LOWER COLUMN

CONC SLAB ON METALDECK

1/43 SIDES TYP

D.9




MECHSHAFT

SLAB EDGE CONN~ RE: E/S-003

5" 5 1/4"

RE: PLAN

T.O.C.

E

CONC SLAB ON DECK


SLIDE CLIP @ EA STUD~ RE: K/S-005

BRICK VENEER

8 3/8" 1'-0"

EDGE CONN ~ RE: E/S-003

CONT 600T150-54 @ TOP

156'-0"

T.O.C.

2'-4

"

3'-4

"

WINDOW SYSTEM ~ RE: ARCH

METAL PANEL FINISH~ RE: ARCH

6" LTGA STUD CONT FROM4th FLOOR TO SILL ~ RE: PLAN

5 3/8"

3/16 2-12

5/16

3rd FLOOR

1/4"x4"x CONT STAINLESSSTEEL PL

3/8"x2 1/2"x 0'-4 5/8" @ 3'-0" O.C.

1 1/2"

6"

1/4 3-12

BENT PL3/8"x 5" x CONT (LLH)

8"

GUARD RAIL ~ RE: ARCH

5/16" FULL HT STIFF @ EA3/8" PL ABOVE

L2x2x1/4 KICKER@ EA CONNECTEDBEAM W/ PL1/4"x4"x4"

STEEL BEAM~ RE: PLAN

MEZZANINE EDGE STEEL BEAM~ RE: PLAN

GYP SHEATHING ~ RE: ARCH

3/16TYP

2

5

WALL FINISH~ RE: ARCH

PAVERS~ RE: ARCH

TAPEREDINSULATION~ RE: ARCH

5" COMPOSITE FLOOR~ RE: PLAN

6" LTGA STUD WALL

6"

156'-0"

T.O.C.

154'-11 1/2"

T.O.C.

SINGLE ANGLE(3) BOLT CONN

L5x5x5/16xCONTW/ 1/2ø DAS @ 2'-0"O.C.

SLAB EDGE~ RE: E/S-003

3/16

3/16 2-12

4.8

SHAFTWALL ASSEMBLY~ RE: ARCH ~ EXTENDSTAIR SIDE LAYER TOUNDER SIDE OF STUDWALL

6" LTGA STUDWALL

SLAB EDGE CONN ~ RE: E/S-003

8 1/4" F.O. STUD

EDGE OF SLAB

EXTERIOR SHEATHING

BRICK VENEER

CONC PEDESTAL PAVERS~ RE: ARCH

ROOFING & INSULATION~ RE: ARCH


COMPOSITE STEEL BEAM~ RE: PLAN

RE: PLAN

T.O.C.

7 7/8"

3

G

RE: PLAN

T.O.C.

MIN4"

RE: PLAN

1'-1 7/8"

5"

SLAB EDGE CONN ~ RE: F/S-003

SLIDE CLIP CONN EA STUD~ RE: K/S-005

8" METAL STUDWALL~ RE: ELEVATIONS

BRICK VENEER (INTERIOR)

CONC SLAB ON METALDECK

COMPOSITE BEAM~ RE: PLAN

CEILING ~ RE: ARCH

STAIR

D5 1/4" RE: PLAN

SLAB EDGE CONN~ RE: F/S-003




MECHSHAFT

3

113'-0"

T.O.C.

6"1'

-0"

B/S1" CLR

INTENTIONALLYROUGHENSURFACE TO 1/4"AMPLITUDE

CONC WALL~ RE: PLAN

SLAB POUR DOWN@ WALL W/ (2) #4 xCONT

#5 DOWELS x 10"@ EA VERT

48"

EXTERIOR SLAB~ RE: H/S-511

4

114'-0"

T.O.W.

113'-0"

T.O.C.

8" LTGA STUD WALL

FURRING ~ RE: ARCH

#4 FORM SAVERS @ EASLAB BAR ~ RE: H/S-511FOR INFO


BRICK VENEER

EXTERIOR SHEATHING

SIDEWALK/SITE PAVING

TAPERED GEO-FOAMRIGID INSULATION

WATERPROOFING~ RE: ARCH

6" STRUCTURAL SLAB(fc' = 4 KSI

3 1/8" ~ F.O. CONC

4" ~ F.O. STUD

STAIR A

MECH VAULT

4.810"

2"2 5/8"

(1) #4x CONT

5" CONC SLAB ON LTGASTEEL PAN @ LANDING

#4x 24" @ 12" O.C.

LANDING STRUCTURE BYSTAIR SUPPLIER



CONT EDGE ANGLE~ RE: D/S-511

FURRING ~ RE: ARCH

114'-0"

T.O.C.

5"

STAIR A

24"

3


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

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D

E

1 2 3 4 5 6




AF

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JR








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S-511S-511S-511S-511

FLOOR FRAMINGDETAILS



12036.0


3/4" = 1'-0"S-511

N SLAB ON DECK @ CONC WALL

3/4" = 1'-0"S-511

H CONC BEAM @ MECH VAULT

3/4" = 1'-0"S-511

E STRUCTURAL SLAB @ MECH VAULT 3/4" = 1'-0"S-511

C SLAB EDGE @ CURTAINWALL

3/4" = 1'-0"S-511

G STAIR A WEST/SOUTH WALLS

3/4" = 1'-0"S-511

A BRICK RELIEF ANGLE @ BYPASS STUD 3/4" = 1'-0"S-511

B BRICK LINTEL @ STRIP WINDOW

3/4" = 1'-0"S-511

F BRICK LEDGE @ CONC STEMWALL

3/4" = 1'-0"S-511

D SLAB TRANSITION @ ENTRY

3/4" = 1'-0"S-511

L COLUMN SPLICE @ CANTILEVER BEAM 3/4" = 1'-0"S-511

M TYP SLAB EDGE @ MECH SHAFT 3/4" = 1'-0"S-511

P STEEL STUDS @ RIBBON WINDOW 1 1/2" = 1'-0"S-511

Q GUARD RAIL @ 3RD FLOOR MEZZANINE

3/4" = 1'-0"S-511

R ROOF DECK TRANSISTION 3/4" = 1'-0"S-511

S SHAFTWALL @ 5th LEVEL PATIO 3/4" = 1'-0"S-511

T INTERIOR BRICK @ STAIR WALL 3/4" = 1'-0"S-511

U SLAB EDGE @ MECH SHAFT 3/4" = 1'-0"S-511

V SLAB POUR DOWN @ G.L. 3 SHEAR WALL

3/4" = 1'-0"S-511

J CONC WALL @ MECH VAULT 3/4" = 1'-0"S-511

K STAIR LANDING @ CONC WALL

11

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D.109 7/8"7 1/2"

1'-5"

3/16 4

1/8 1/4

128'-0'

T.O.C.

127'-5"

T.O.S.

CONT L3x3x1/4

1 1/2" STEEL ROOF DECK

6" STUD INFILL

6"x14GA CONT TRACK

EDGE OF SLAB CONN PER F/S-002LOCATE KICKERS BETWEENCANOPY BEAMS

CONC SLAB ON STEEL DECK

C4x4.5x8" LONG@ EACH BEAMSISTER 16GA STUDTO EACH CHANNELCURTAIN WALL

STEEL BEAM

D.10

CURTAIN WALL

CONT 3x3X1/4


CONC SLAB ONSTEEL DECK

HSS4x4x1/4

1/2" FULL HEIGHT STIFFENEREACH SIDE @ COLUMN

STEEL BEAM~ CANTILEVERTO SUPPORT CANOPYEDGE BEAM

W14 FLOOR BEAM NOTSHOWN FOR CLARITYUSE BOLTED CONN TOSTIFFENER PL

STEEL COLUMN

4-12

127'-5"

6" STUD INFILL

4"4 3/8"3 5/8"

ROOFING @ INSULATION


362S162-54 JOISTS &STUDS @ 16" O.C.

EXTERIOR SHEATHING

(2) #10 SCREWS ~ TYP

CONT 3x3x16 GA COLDFORMED ANGLE

2x2x16GA COLD FORMEDANGLE W/ (2) .157"ø PAFTO BEAM & (2) #10 SCREWSTO STUD ~ TYP EA STUD

(27'-10 1/2")

T.O. STUD

VARIES

ELEV

127'-5"

T.O.S.

4 12

RIGID CONN SIM TO P/S-005~ (2) SCREWS & (2) PAF

L6x4x5/16x CONT (LLH)

63'-8 3/8"

1'-8 3/8"3 7/8" 3 5/8" 1"

T.O. STUD

127'-5"

T.O.S.

1/4 4

2

CONT L3x3x1/4

2x2X16 GA CRA W/ (2).157"ø PAF TO ANGLE &(2) #10 SCREWS TO STUD~ TYP EACH STUD

362S162-54 @ 16" O.C.CONT TRACK TOP & BOT

FACE OF BRICK@ WALL

L3x3 @ FACE OF BRICKMITER CORNERS & FIELDWELD TO L3x3 ANGLES@ EACH END 1 1/2" STEEL DECK

HSS4x4x1/4

L3x3x1/4x0'-6" LONGEACH SIDE OF WEB

3 5/8" STUDS @SOFFIT FRAMING

W16x STEEL BEAM362S167-54 KICKER @TUBE (2) #10 SCREWSTO STUD ~ (2) .157"øPAF TO BEAM

F.O. METAL

PANEL FINISH

F.O. STUD

G3 3/4" 1'-0 3/8"

127'-5"

T.O.S. 127'-7"

T.O.S.

1/4 3-12

L3x3x1/4x CONT

STEEL ROOF DECK

SOFFIT FRAMING

FACE OF BRICK VENEER

8" LTGA STEEL STUDS

STEEL GIRT

BRICK RELIEF ANGLEBELOW ~ RE: ELEVATION

STAIR A

4

127'-5"

T.O.S.

1/4 3-12

L3x3x1/4x CONT

1 1/2" STEEL ROOF DECKSKEWED TO BEAM

SOFFIT FRAMING

FACE OF BRICK VENEER

8" LTGA STEEL STUDS

STEEL BEAM ~ CANTILEVEROUT @ CANOPY

BRICK RELIEF ANGLEBELOW ~ NOT SHOWNFOR CLARITY

STAIR ASTEEL BEAM

HSS7x3x3/16 TOP & BOTSTOP 1/2" SHORT OFCOLUMN EACH END

1/4 4/12

3 5/8" 1'-0 3/8"

SECOND FLOOR

114'-0"

234

2'-6

"

10'-0"10'-0"

#4 STIRRUPS @ 12" O.C.

(4) #8 BOTTOM


(4) #8 ADD'L x28' CENTEREDON GRID 3

(4) #8 TOP

(6) #8 BOTTOM

15"W CONC BEAM


1" C

LR

1 1/

2" C

LR1

1/2"

CLR

HS-512

_______________________

EF11 3/8" 4'-5"

114'-0"

T.O.C.

STEEL COLUMN

1" NON-SHRINK GROUT

#4 @ 12" O.C. W/ STD HOOK@ END

(5) #4

CHORD BARS

CONC BEAM~ RE: H/S-511

(2) RUNS OF (3) #6FORM-SAVERS

BRICK VENEER

SITE PAVING & GEO-FOAM~ RE: H/S-511

SLAB BEYOND

18"x2'-4"W CONC BEAMW/ (3) #6 BOTTOM &(2) #6 TOP ~ #4 CLOSEDTIES @ 8" O.C.

6"3"

1 1/

2" C

LR

1'-6

"1'

-0"

9"

6

INTERIOR 600S125-43LTGA STUD WALL @ 16" O.C.2ND TO 4TH LEVEL

HSS GIRT ~ RE: ELEV

6" 3 1/2"

BRICK VENEER~ RE: ARCH

EXTERIOR SHEATHING

FOR ADDITIONAL INFORMATIONRE: A/S-511

EXTERIOR LTGA STUDWALL ABOVE & BELOWGIRT ~ RE: ELEV

SLIP HEAD ~ RE: J/S-005

1

6

RE: PLAN

T.O.S.

9"

138'-0"

B.O. LINTEL

TYPE 3 TRACK@ SILLRE: S-005

L8x6x 7/16xCONT(LLH)

3-12

3/16

HSS GIRTRE: ELEV

6"

WINDOWRE: ARCH

CURTAIN WALL~ ALLOW 1/2"VERT DEFLECTION

SLIP CONN

RE: PLAN

T.O.C.

1 1/

2"

D.10

CONC ON METAL DECKBEYOND

MS-512

_______________________

CJP

5" RE: PLAN

T.O.C.

BEAM CONN TO COLUMN~ RE: N/S-003

@ 4TH FLOORCOLUMN SPLICE,T.O. COLUMN CAP= T.O.S. + 2"

HSS7x5x1/4 CANTILEVERSTUB

HSS COLUMN~ RE: PLAN

6

RELIEF ANGLES ATTACHEDTO STEEL STUDS ~ RE: A/S-511~ WRAP BRICK VENEERCOLUMN

HSS STUBW/ 1/4"x7"x11 1/4"CAP PL ~ ATTACHLTGA STUD SLIP CLIP@ END OF WALLTO CAP PL

EXTENDED SLIP CLIP CONN

BRICK VENEER~ RE: ARCH

EXTERIOR SHEATHING

1'-2 3/8" 6" 5 1/4" 1'-2 3/8"

6

RE: ARCH

T.O. PARAPET

SLIP CLIP@ EA STUD

L6x4x5/16xCONT(LLV)

1/8 6EA END

6" STUDSBETWEENEA HSS @16" O.C.~ TYPE W2

CURTAIN WALL CONN BYOTHERS ~ ALLOW FOR 1/2"VERT DEFLECTION

1/4

BRICKVENEERRE: ARCH

HSS 5x3x1/4@ 4'-0" O.C.MAX

L8x6x7/16x0'-4" (LLH)@ EA HSS

PL 1/4x4x4 EA ENDOF KICKER

L3x3x1/4 KICKER@ EA HSS

L4x4x1/4 BETWEENEA BEAM~ COPE EA END AND BEAR 4" @ EA FLG

RE: PLAN

T.O.C.

1/2"ø DASx2'-0"@ 2'-0" O.C.

PL 1/4x5"x5"@ EA HSS

3/163 SIDES

1"

L6x4x5/16x0'-5"@ EA HSS

1/4 4

8 7/8"

CONC PAVERSON TAPEREDINSULATIONRE: ARCH

EDGE ANGLERE: E/S-003

1/4

4"

6 1/2"

COMPOSITE STEELBEAM

B9"

6"

2"2"

1 1/

2" 3"1

1/2"

RE: PLAN

T.O.C.

3/16

PL1/2"x5"x1'-4" FORSUNSHADE CONN

F.O. BRICK VENEER

3/4"ø THRU-BOLT IN 3"LONG x13/16" SLOTTEDHOLE ~ FINGER TIGHTEN

3/16 CONC SLAB ON STEEL DECK


HSS STEEL GIRT POST CENTEREDIN STUD WALL

L5x5x3/8x0'-10" LONG EASIDE OF GIRT POST

1/4 4EA ANGLE

66" 6"

158'-4"

T.O. PARAPET

RE: PLAN

T.O.C.

BRICK VENEER

EXTERIOR SHEATHING

SLIP CONN ~ RE: K/S-005

EDGE DETAIL~ RE: E/S-003

5"

HANDRAIL ~ RE: ARCH

CONC PAVERS

PL1/4"x8"x8" W/ (4) 1/2"øx3" HAS @ EA HANDRAILPOST


ROOFING & INSULATION


LTGA STEEL STUD

3/16

25"4"

5 1/4" SHAFTWALL ASSEMBLY~ RE: ARCH

HSS STRUT

HSS STEEL BRACE NOTSHOWN FOR CLARITY

HORIZ DRAG REINF

10" CONC WALL ~ RE: PLAN

3 5/8" LTGA INTERIORSTUD WALL


L6x4x5/16x CONT~ RE: N/S-310

3/4" CLR 3/4" CLR

STAIR B

FOR ADDITIONAL INFORMATIONRE: M & N/S-310

114'-0"

T.O.C.

F


STAIR B

114'-0"

T.O.W.

6" STUDWALL (8" @SIM COND)

CONN PER H/S-005

3/4" CLR2" CLR

3 5/8" F.O. WALL

4 5/8" @ SIM

BRICK VENEER

EXTERIOR SHEATHING

SIDEWALK/SITE PAVINGAS OCCURS

1

(1) #4x CONT

(4) DOWELS x24" @ 12" O.C.


CONT EDGE ANGLE~ RE: D/S-511

CONC WALL

CURTAINWALL SYSTEM~ RE: ARCH

114'-0"

T.O.C.

2 1/8" 7 1/4"

3/4" CLR1 1/2" CLR

5"


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

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D

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6/1

2/2

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C:\

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\12036 U

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ale

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S-512S-512S-512S-512




12036.0


1 1/2" = 1'-0"S-512

A EDGE BEAM @ CANOPY 1 1/2" = 1'-0"S-512

B CANTILEVER BEAM @ CANOPY 1 1/2" = 1'-0"S-512

C INTERNAL GUTTER @ CANOPY 1 1/2" = 1'-0"S-512

D SOFFIT @ CANOPY RETURN

1 1/2" = 1'-0"S-512

E EDGE BEAM @ CANOPY 1 1/2" = 1'-0"S-512

F CANTILEVERED STEEL BEAM @ CANOPY 1/4" = 1'-0"S-512

G CONCRETE BEAM REINFORCING (ELEVATION) 3/4" = 1'-0"S-512

H STEEL COLUMN @ CONC SLAB

3/4" = 1'-0"S-512

J GIRT @ OPEN 3RD FLOOR 3/4" = 1'-0"S-512

K GIRT @ CURTAIN WALL HEAD 3/4" = 1'-0"S-512

L HSS CANTILEVER STUB @ ENTRY BRICK 3/4" = 1'-0"S-512

M HSS CANTILEVER STUB @ ENTRY BRICK 3/4" = 1'-0"S-512

N CURTAIN WALL @ ROOF DECK PARAPET

3/4" = 1'-0"S-512

P GIRT POST @ SUNSHADE 3/4" = 1'-0"S-512

Q PARAPET @ 5th FLOOR PATIO 3/4" = 1'-0"S-512

R CONC WALL @ STAIR B 3/4" = 1'-0"S-512

S EXTERIOR WALL @ STAIR B 3/4" = 1'-0"S-512

T CURTAINWALL @ CONC WALL

11111

srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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srovira

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A B8 3/8" 6" 6"

LTGA STEEL STUD WALL

NO WELD TO STUDS ABOVEPUNCHED WINDOW ~ 1/8" FILLETTOP & BOTTOM FULL WIDTH OFDBL JAMB STUD EA SIDE

PUNCHED WINDOW ~ RE: ARCH~ MAX OPENING WIDTH = 4'-0"

BRICK VENEER KERF CUTFOR ANGLE THICKNESS

EXTERIOR SHEATHING

CONT L8x4x7/16 OR BENTPL ~ RE: B/S-511 ~ ACTSAS LINTEL ABOVE MAX4'-0" OPENING

3" LTGA BOX HEADER ~ (2) 600S162-43W/ (2) 600T125-43 @ EA PUNCHEDOPENING

4

D.106"6"5 3/8"

RE: ARCH

T.O. CURTAINWALL

158'-0"

RE: PLAN

T.O.C.

CONT 600T150-68TRACK

CONT 18GA x2x2 CRAW/ (2) #10 SCREWS @EACH STUD

CURTAINWALL DEFLECTIONCONNECTION

HSS5x3x1/4 BETWEENVERT HSS

CURTAINWALL SYSTEM

CONC PAVERS

INSULATION & ROOFING



BACK TO BACK STUDS ~600S162-54 W/ 362S167-54@ 16" O.C. W/ (2) #10SCREWS @ 6" O.C.

1/2"

5"

D.10

158'-0"

RE: PLAN

T.O.C.

6"6"5 3/8"

3"

2'-0"

3"

FOR ADDITIONAL INFORMATIONRE: B/S-513

1/43 SIDES

5

1/4 6

6" & 3 5/8" STEELSTUD SISTEREDTO EACH HSS POST

HSS3x3x1/4 POST@ 4'-0" O.C. MAX


1/4" STIFF PL @ EACH HSS

BENT PL TO MATCH SLABEDGE PL x8" LONG @ EACHHSS POST

HSS POST

600S162-54 & 362S162-54 W/(2) .157"ø PAF @ 6" TOHSS POST

4.8

5" @ G.L. D

3 5/8" @ G.L. 4.8

DECK EDGE CHANNELBEYOND

T.O. LANDING

T.O.S. =

5" CONC ON METALDECK @ LANDINGBEYOND

C15x DOG LEG STRINGER~ BY OTHERS

5 1/4" SHAFT WALL~ RE: ARCH

1/2"

1 1/2"1 1/2"


PL3/4"x7"x"L" ~ BOLTED CONNBY OTHERS

L

KICKER @ STRINGER~ RE: N/S-512 FORADD'L INFO

5/16" FULL HT STIFF

1/4

4

_______S-513

F

_______S-513

G

HSS COLUMN ~ RE: PLANSTAIR STRINGER~ RE: PLAN

8" LTGA STUD WALL

BASEPLATE 1/4"x5 1/2"x0'-10"W/ (2) 1/2"ø EXP BOLTS~ @ 3RD AND 4TH LEVELS

4

5 1/4"1/2"

GYP FIRE RATEDASSEMBLY~ RE: ARCH

1 1/2"1 1/2"

PL5/8"x6 1/4"x0'-7"~ BOLTED CONNBY OTHERSCENTER CONNON STRINGER 2"

3"2"


1/4

STAIR STRINGER~ BY OTHERS

4

3/16

PL1/4xBf x 0'-5" W/ 1 1/2" VERTSLOT FOR 1/2"ø BOLT~ STD HOLE IN TUBE Bf


5"

1"

F

FOR ADDITIONAL INFORMATIONRE: F & G/S-513

INTERMEDIATESTAIR LANDING

3/16

HSS COLUMN ~ RE: PLAN

HSS GIRT ~ RE: PLAN

STAIR

1/2"

1/41/2" RETURNEA LEG

3/16

3/16

L6x4x5/16 (LLV) ANGLE WIDTH= HSS WIDTH - 1/2" ~ CENTERON HSS GIRT

1/4" CAP PL

L4x4x3/8 W/ 1/4" STIFFENER~ ANGLE WIDTH = HSS WIDTH~ CENTER ON HSS GIRT

HSS GIRT POST ~ RE: PLAN

HSS GIRT ~ RE: PLAN


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

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JR





6/27

/201

3 2:

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C:\U

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\Rev

it &

CAD

\120

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S_v2

013-

cent

ral_

alan

f.rvt

S-513




12036.0


3/4" = 1'-0"S-513A CONT BRICK RELIEF ANGLE @ PUNCHED WINDOW

1

3/4" = 1'-0"S-513B CURTAINWALL @ LEVEL 5 DECK

3/4" = 1'-0"S-513C CANTILEVERED HSS @ LEVEL 5 DECK

2 2

3/4" = 1'-0"S-513D STAIR STRINGER CONN @ FLOOR LINE

1/4" = 1'-0"S-513E INTERMEDIATE STRINGER SUPPORT

3/4" = 1'-0"S-513F INTERMEDIATE STRINGER SUPPORT

3/4" = 1'-0"S-513G SLIP CONN @ STRINGER SUPPORT COLUMN

22

2

2

3/4" = 1'-0"S-513H STAIR SUPPORT @ EXT GIRT

2

3/4" = 1'-0"S-513J HORIZ GIRT CONN

COB #2

A B8 3/8" 6" 6"





EXTERIOR SHEATHING



4

D.106"6"5 3/8"

RE: ARCH

T.O. CURTAINWALL

158'-0"

RE: PLAN

T.O.C.





CURTAINWALL SYSTEM

CONC PAVERS





1/2"

5"

D.10

158'-0"

RE: PLAN

T.O.C.

6"6"5 3/8"

3"

2'-0

"3"


1/43 SIDES

5

1/4 6






HSS POST


4.8

5" @ G.L. D

3 5/8" @ G.L. 4.8


T.O. LANDING

T.O.S. =




1/2"

1 1/2"

1 1/2"



L


5/16" FULL HT STIFF

1/4

4

_______S-513

F

_______S-513

G


8" LTGA STUD WALL


4

5 1/4"1/2"


1 1/2"1 1/2"

PL5/8"x6 1/4"x0'-7"~ BOLTED CONNBY OTHERSCENTER CONNON STRINGER

2"3"

2"


1/4


4

3/16



5"

1"

F



3/16


HSS GIRT ~ RE: PLAN

STAIR

1/2"

1/41/2" RETURN

EA LEG

3/16

3/16


1/4" CAP PL



HSS GIRT ~ RE: PLAN

1.3

8"

3/16 3-12

12"

MA

X

LIGHT GAUGESTUD INFILLRE: ELEV

1/4HSS TO BEAM


3-126" @ TOP

PL 1/4x 10"xCONTIN BETWEENHSS POSTS

5/16" FULL HEIGHT STIFFENERS@ HSS POSTS

LIGHT GAUGESTUDS W/DEFLECTIONHEADS

L2 1/2xL2 1/2 x1/4 KICKERS@ HSS POSTS

3/16TYP

1 1/2" METAL DECK

STEEL JOISTRE: PLAN

16 GA TRACK xCONT

RE: ARCH

T.O. PARAPET

1.3

8" LTGA STUDS TYPE W5

HSS POST BEYONDRE: K/S-513 (NOT SHOWN)

170'-0"

LINTEL

PL 3/8x6"xBM DEPTH - 1/2"@ WITHIN 1'-0" OF STIFFENERS~ INCREASE PLATE LENGTH ABOVEBEAM FLANGE AS REQ'D TO WELD LINTELTO PLATE

BENT PL 5/8"x 9" 4" x CONTGALVANIZE OR ZINC RICH PRIMER

1/4 6

1/4 6

STEEL BEAMRE: PLAN

DECK SUPPORT PLRE: K/S-513

STIFFENER & KICKER BEYONDRE: K/S-513

ROOFING, INSULATIONAND FLASHINGRE: ARCH

BRICK VENEER

RE: ARCH

T.O. PARAPET

5"

2 1/2" LTGA STUDW/ DEFLECTIONHEAD BELOW LINTELATTACH TO DECK FLUTES~ ADD PL 18 GA x 8"xCONTSCREWED TO DECK W/ #10TEKS IF REQ'D

8 3/8"

ROOF AND FLASHINGRE: ARCH

BRICK VENEER

6" LIGHT GAUGE WALLTYPE W1 W/ 16 GA TRACKTOP AND BOTTOM

L5x5x5/16xCONT

1 1/2" LOW ROOFDECK

STEEL JOIST BEYOND

RIGID CONN~ RE: J/S-521

(2) #10 TEK SCREWS~ TRACK TO EACH DECK FLUTE

RE: ARCH

T.O. PARAPET

170'-0"

LINTEL

L8x4 LINTEL ATTACHEDTO STUDSRE: A/S-511

DEEP LEG SLIP TRACK @ BASERE: J/S-005 'SIM'~ NO CONN TO STUDS

G

SOFFIT FRAMINGRE: ARCH

INFILL BEAM WEB ASREQ'D FOR BRICKVENEER TIE SUPPORT

L6x6x3/8xCONT @ FIRSTBOTTOM CHORDPANEL POINT

3/16 3

L3x3x1/4 KICKER @ 5'-0" O.C.

3/16 2TYP EA END

LTGA STUDS W/DEFLECTION HEADRE: PLAN

BRICK VENEER

8 3/8"


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








06/28/2013 ISSUE FOR COB #2 - BP 02



10/03/2013 ISSUE FOR COB #10

10/3

/2013 1

2:1

8:0

6 P

M

C:\

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\12036 U

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entr

al_

ale

xs.r

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S-513S-513S-513S-513




12036.0


3/4" = 1'-0"S-513

A CONT BRICK RELIEF ANGLE @ PUNCHED WINDOW

1

3/4" = 1'-0"S-513

B CURTAINWALL @ LEVEL 5 DECK 3/4" = 1'-0"S-513

C CANTILEVERED HSS @ LEVEL 5 DECK

2 2

3/4" = 1'-0"S-513

D STAIR STRINGER CONN @ FLOOR LINE 1/4" = 1'-0"S-513

E INTERMEDIATE STRINGER SUPPORT

3/4" = 1'-0"S-513

F INTERMEDIATE STRINGER SUPPORT 3/4" = 1'-0"S-513

G SLIP CONN @ STRINGER SUPPORT COLUMN

22

2

2

3/4" = 1'-0"S-513

H STAIR SUPPORT @ EXT GIRT

2

3/4" = 1'-0"S-513

J HORIZ GIRT CONN

COB #2

3/4" = 1'-0"S-513

K PARAPET @ EXT WALL (IN-LINE STUDS)

3/4" = 1'-0"S-513

L EXT WALL @ LOW ROOF 3/4" = 1'-0"S-513

M EXT WALL @ LOW ROOF 3/4" = 1'-0"S-513

N EXT WALL @ BEAM (IN LINE STUDS)

COB 10

COB 10COB 10

COB 10

A B8 3/8" 6" 6"





EXTERIOR SHEATHING



4

D.106"6"5 3/8"

RE: ARCH

T.O. CURTAINWALL

158'-0"

RE: PLAN

T.O.C.





CURTAINWALL SYSTEM

CONC PAVERS





1/2"

5"

D.10

158'-0"

RE: PLAN

T.O.C.

6"6"5 3/8"

3"

2'-0

"3"


1/43 SIDES

5

1/4 6






HSS POST


4.8

5" @ G.L. D

3 5/8" @ G.L. 4.8


T.O. LANDING

T.O.S. =




1/2"

1 1/2"

1 1/2"



L


5/16" FULL HT STIFF

1/4

4

_______S-513

F

_______S-513

G


8" LTGA STUD WALL


4

5 1/4"1/2"


1 1/2"1 1/2"

PL5/8"x6 1/4"x0'-7"~ BOLTED CONNBY OTHERSCENTER CONNON STRINGER

2"3"

2"


1/4


4

3/16



5"

1"

F



3/16


HSS GIRT ~ RE: PLAN

STAIR

1/2"

1/41/2" RETURN

EA LEG

3/16

3/16


1/4" CAP PL



HSS GIRT ~ RE: PLAN

1.3

8"

3/16 3-12

12"

MA

X

LIGHT GAUGESTUD INFILLRE: ELEV

1/4HSS TO BEAM


3-126" @ TOP

PL 1/4x 10"xCONTIN BETWEENHSS POSTS

5/16" FULL HEIGHT STIFFENERS@ HSS POSTS

LIGHT GAUGESTUDS W/DEFLECTIONHEADS

L2 1/2xL2 1/2 x1/4 KICKERS@ HSS POSTS

3/16TYP

1 1/2" METAL DECK

STEEL JOISTRE: PLAN

16 GA TRACK xCONT

RE: ARCH

T.O. PARAPET

1.3

8" LTGA STUDS TYPE W5

HSS POST BEYONDRE: K/S-513 (NOT SHOWN)

170'-0"

LINTEL

PL 3/8x6"xBM DEPTH - 1/2"@ WITHIN 1'-0" OF STIFFENERS~ INCREASE PLATE LENGTH ABOVEBEAM FLANGE AS REQ'D TO WELD LINTELTO PLATE

BENT PL 5/8"x 9" 4" x CONTGALVANIZE OR ZINC RICH PRIMER

1/4 6

1/4 6

STEEL BEAMRE: PLAN

DECK SUPPORT PLRE: K/S-513

STIFFENER & KICKER BEYONDRE: K/S-513

ROOFING, INSULATIONAND FLASHINGRE: ARCH

BRICK VENEER

RE: ARCH

T.O. PARAPET

5"

2 1/2" LTGA STUDW/ DEFLECTIONHEAD BELOW LINTELATTACH TO DECK FLUTES~ ADD PL 18 GA x 8"xCONTSCREWED TO DECK W/ #10TEKS IF REQ'D

8 3/8"

ROOF AND FLASHINGRE: ARCH

BRICK VENEER

6" LIGHT GAUGE WALLTYPE W1 W/ 16 GA TRACKTOP AND BOTTOM

L5x5x5/16xCONT

1 1/2" LOW ROOFDECK

STEEL JOIST BEYOND

RIGID CONN~ RE: J/S-521

(2) #10 TEK SCREWS~ TRACK TO EACH DECK FLUTE

RE: ARCH

T.O. PARAPET

170'-0"

LINTEL

L8x4 LINTEL ATTACHEDTO STUDSRE: A/S-511

DEEP LEG SLIP TRACK @ BASERE: J/S-005 'SIM'~ NO CONN TO STUDS

G

SOFFIT FRAMINGRE: ARCH

INFILL BEAM WEB ASREQ'D FOR BRICKVENEER TIE SUPPORT

L6x6x3/8xCONT @ FIRSTBOTTOM CHORDPANEL POINT

3/16 3

L3x3x1/4 KICKER @ 5'-0" O.C.

3/16 2TYP EA END

LTGA STUDS W/DEFLECTION HEADRE: PLAN

BRICK VENEER

8 3/8"


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


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06/28/2013 ISSUE FOR COB #2 - BP 02



10/03/2013 ISSUE FOR COB #10

10/3

/2013 1

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S-513S-513S-513S-513




12036.0


3/4" = 1'-0"S-513

A CONT BRICK RELIEF ANGLE @ PUNCHED WINDOW

1

3/4" = 1'-0"S-513

B CURTAINWALL @ LEVEL 5 DECK 3/4" = 1'-0"S-513

C CANTILEVERED HSS @ LEVEL 5 DECK

2 2

3/4" = 1'-0"S-513

D STAIR STRINGER CONN @ FLOOR LINE 1/4" = 1'-0"S-513

E INTERMEDIATE STRINGER SUPPORT

3/4" = 1'-0"S-513

F INTERMEDIATE STRINGER SUPPORT 3/4" = 1'-0"S-513

G SLIP CONN @ STRINGER SUPPORT COLUMN

22

2

2

3/4" = 1'-0"S-513

H STAIR SUPPORT @ EXT GIRT

2

3/4" = 1'-0"S-513

J HORIZ GIRT CONN

COB #2

3/4" = 1'-0"S-513

K PARAPET @ EXT WALL (IN-LINE STUDS)

3/4" = 1'-0"S-513

L EXT WALL @ LOW ROOF 3/4" = 1'-0"S-513

M EXT WALL @ LOW ROOF 3/4" = 1'-0"S-513

N EXT WALL @ BEAM (IN LINE STUDS)

COB 10

COB 10COB 10

COB 10

srovira

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srovira

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srovira

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srovira

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srovira

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E

HIGH BEAM

KNEE WALL362S162-33 @ 16" O.C.

HSS3x3 STUB POST UP

16 GA x 12" WD PLFOR KNEE WAL ATTACHEMENT

STEEL BEAM

STEEL JOIST BEYOND

HIGH ROOF BEAM (SKEWED TOMAIN BEAM)

SOFFIT FRAMING ~ RE: ARCH

6"

1 1/2" ROOF DECKEXTEND OVERKNEE WALL

3/16

EXTERIOR SHEATHING

E

6"

KNEE WALLRE: A/S-521

ROOF DECK

STEELJOIST

STEEL BEAM

EXTERIOR STUD WALL

SLIDE CLIP CONN

BEAM BEYOND

1 1/2" ROOF DECK~ RE: SCHEDULE

HIGH BEAM

1

CURTAIN WALL SYSTEMCANTILEVERS ABOVE CONNTO ROOF EDGE ANGLE

1/4 3-12

RE: PLAN

T.O.S.

170'-0"

CURTAINWALL DEFLECTIONCONN

CONT L4x4x1/4

CRA 2x2x16GA xCONTW/ #10 SCREWS@ 12" O.C.

362S162-33 @ 16" O.C.

INSULATION & ROOFING~ RE: ARCH

ROOF DECK

STEEL BEAM

3 7/8"

3"

CC.6

1/4

2 1/2"

1/2" WT4x9W/ (3) 3/4"BOLT CONNTO BEAM

RE: PLAN

T.O.S.

HSS HANGERW/ 3/4" BASEPLATE & (4)1/2"ø BOLTS@ BM GA

1/4

CANTILEVEREDBEAM @ LOWROOFRE: PLAN

STEELGIRDERRE: PLAN

KS-521

_______________________

5/16 FULL HTSTIFF EA SIDEOF WEB @ BMCENTER LINE

A B

(3) #10 SCREWS @ BRACE &@ TOP STUD CONN

CONT L5x5x5/16

STEEL ROOF DECK

STEEL JOIST CONN~ RE: E/S-004

STEEL BEAM

362S162-54 KICKER @ EVERYOTHER STUD ~ (3) #10 SCREWSEA END ~ RE: J/S-521 FOR CONN@ HIGH END

WINDOW SYSTEM

EXTERIOR SHEATHING~ TYP

2"x2"x18GA CRA (CONT)@ EA CORNER

362S162-33 @ 16" O.C.~ TYP

RIGID CONN ~ RE: P/S-005


172'-10 1/2"

T.O. STUD

1'-0

"

RE: PLAN

T.O.S.

6"

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

4 15/16"

2'-7

3/4

" 1'-9

1/2

"

1

3

ROOFING ~ RE: ARCH

1 1/2" METAL DECK~ RE: PLAN

CONNECT DECK TOWT ~ RE: SCHEDULE

WT10.5x22 ~ RE: PLANFOR EXTENTS

COPE WT @ EA JOIST3/16 2

SPLICE PL3/8"x7"x1'-0" W/(2) 3/4"ø A325N-SC BOLTS

1 1/

2"3"

2 1/

2"

1 1/2"

1 1/

2"

4

STEEL BEAM TO COLUMNCONN ~ RE: N/S-003 1/2"

1 1/2"1 1/2"

3"

WT DRAG

ROOFING& INSULATION~ RE: ARCH

PL5/16"x3 1/2"x0'-6" W/(2) 3/4"ø A325N-SC BOLTS


C.5



1/4"/FTHSS3x2 1/2x3/16 EA JOIST SPACEW/ 1/4" CAP PL EA END ~ 2" MAXGAP BTWN JOIST & HSS

2 1/

2"

2-12

A B

175'-0"

T.O. PARAPET

1'-0"

CONT L5x5x5/16

STEEL ROOF DECK

STEEL JOIST

STEEL BEAM

362S162-54 KICKER @ EVERYOTHER STUD ~ (3) #10 SCREWSEA END

RIGID CONN ~ SIM TO P/S-005W/ (4) SCREWS & (5) PAF EASTUD

RE: PLAN

T.O.S.

RELIEF ANGLE ~ RE: K/S-511

BRICK VENEER ~ KERF @RELIEF ANGLE

WINDOW SYSTEM

1'-0

"

L6x6x3/8x CONT W/ 4x4x0'-4"L16GA CRA @ EA KICKER ~(3) #10 SCREWS TO KICKER~ (2) 0.157"ø PAF TO ANGLE

RE: R/S-005 FOR CONN WHEREJOIST ARE PARALLEL TO WALL

3/16

3

5"

1

3/16TYP

PL 1/4x3"x3"

3/16

1/4" PL @ BEAMWEB

L2x2x1/4 KICKER@ W8x

W8x STEELBEAM

HSS HANGER

1/4" 12" METAL DECK ~ RE: PLAN

8" JOISTS ~ RE: PLAN ~ MATCHLOCATION OF STUDS

CONN TRACK TO GAUGE PL W/(2) #10 SCREWS @ EA STUD

5 1/4" SHAFT WALL ~ CONN TOSTRUCTURE BY OTHERS

L6x4x5/16x CONT (LLH) W/ STEELSHIMS UNDER GAUGE PL @ 1'-0" O.C.~ TACK WELD TO ANGLE

CONN EA JOIST TO STUDSW/ (3) #10 SCREWS

600S162-43 STUDS @ 16" O.C.

CONT TRACK TOP & BOTTOM

14GA x1'-0"x CONT PLSCREWED TO DECK TOPFLUTES @ 8" O.C. IN 1stTWO FLUTES

STEEL JOIST BEYOND

B.O.D.

172'-0 3/16"

3/16 2

5"

INSULATION & FINISH~ RE: ARCH

EQ

6"E

Q

12"x6" SHOP FABRICATEDHOLE IN WEB OF W16x

3/4" RADIUS ~ TYP

W16x CANOPY BEAM

BEAM BEYOND

1'-0"

D

MECHSHAFT

SHAFT WALLRE: ARCH

5"BENT PLATE SADDLEBEYOND @ JOISTPL 1/4"x4"

7"

1/4" SHEAR PL W/(2) 3/4"ø BOLTS

2 1/

2"

WT8x18

10"

ANGLE FRAMEL8x6 BEYONDW/ L2x2x0'-3"BEARING SEAT@ WT (NOT SHOWNFOR CLARITY)

C

1/4 2

5/16" FULL HTSTIFF

STEEL DRAGJOIST

STEEL DRAG BEAM W/(3) 3/4"ø SC BOLTS 3/16

3 SIDES TYP

63 5/8" 6"

172'-10 1/2"

VARIES

1/4

RIGID CONNEACH STUD

SOFFIT SHAPE TOMATCH E/S-521

L3x3x1/4 BRACE@ 4'-0" O.C.

362S162-54 KICKER @ EACH BRACE(4'-0" O.C.)

3 5/8" x18GA SOFFITFRAMING

CONT L5x5x5/16

STEEL DECK

STEEL BEAM

CONT 362S162-54

362S162-54 HANGER ON CRA3x3x16GA @ 4'-0" O.C. TYPEACH BEAM

6

CONT EDGE ANGLE(L4x4x1/4)

L3x3x1/4 BRACE @ 48" O.C.

CONT L6x4x3/8 (LLV) SLOPING W/ DECK

ROOF DECK

W12 (SLOPED)

STEEL BEAM (W16) FLAT & DROPPED

L3x3 @ 48" O.C.

1/4 4EACH PL

1/4EACH EDN

1/4

1/4 4

SS-521

_______________________

1/4 4EACH PL

1/4

1/4 4

ROOF DECK

CONT L6x4x3/8(SLOPES W/ DECK

EDGE BEAM(FLAT & DROPPED)

PL1/4x8 IN WB

ANGLE BRACES NOTSHOWN FOR CLARITY

A B

175'-0"

T.O. PARAPET

CONT L5x5x5/16

STEEL ROOF DECK

STEEL JOIST

STEEL BEAM

SLIDE CLIP CONN~ RE: K/S-005

RE: PLAN

T.O.S.

RELIEF ANGLE ~ RE: A/S-513


WINDOW SYSTEM

1'-0"

BOX HEADER ~ RE: A/S-513


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

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A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








6/1

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S-521S-521S-521S-521

ROOF FRAMINGDETAILS



12036.0


3/4" = 1'-0"S-521

A ROOF STEP @ OUTDOOR SPACE 3/4" = 1'-0"S-521

B KNEE WALL @ ROOF STEP 3/4" = 1'-0"S-521

C CURTAINWALL @ LOW ROOF 3/4" = 1'-0"S-521

D HANGER @ LOW ROOF 3/4" = 1'-0"S-521

E BUILT-UP PARAPET CONDITION

3/4" = 1'-0"S-521

F WT DRAG 3/4" = 1'-0"S-521

G WT DRAG @ COLUMN 3/4" = 1'-0"S-521

H DRAG BEAM @ ROOF 3/4" = 1'-0"S-521

J PARAPET CONDITION 3/4" = 1'-0"S-521

K HANGER @ LOW ROOF

3/4" = 1'-0"S-521

L ELEVATOR ROOF 1 1/2" = 1'-0"S-521

M WEB OPENING @ CANOPY

1

1

3/4" = 1'-0"S-521

N WT @ MECH SHAFT1

3/4" = 1'-0"S-521

P CONNECTION @ DRAG TRUSS

2

3/4" = 1'-0"S-521

Q BRACE @ ROOF EDGE

2

1 1/2" = 1'-0"S-521

R BRACE @ ROOF EDGE 1 1/2" = 1'-0"S-521

S BRACE @ ROOF EDGE

22

3/4" = 1'-0"S-521

T PARAPET CONDITION3

E

HIGH BEAM

KNEE WALL362S162-33 @ 16" O.C.

HSS3x3 STUB POST UP

16 GA x 12" WD PLFOR KNEE WAL ATTACHEMENT

STEEL BEAM

STEEL JOIST BEYOND

HIGH ROOF BEAM (SKEWED TOMAIN BEAM)

SOFFIT FRAMING ~ RE: ARCH

6"

1 1/2" ROOF DECKEXTEND OVERKNEE WALL

3/16

EXTERIOR SHEATHING

E

6"

KNEE WALLRE: A/S-521

ROOF DECK

STEELJOIST

STEEL BEAM

EXTERIOR STUD WALL

SLIDE CLIP CONN

BEAM BEYOND

1 1/2" ROOF DECK~ RE: SCHEDULE

HIGH BEAM

1

CURTAIN WALL SYSTEMCANTILEVERS ABOVE CONNTO ROOF EDGE ANGLE

1/4 3-12

RE: PLAN

T.O.S.

170'-0"

CURTAINWALL DEFLECTIONCONN

CONT L4x4x1/4

CRA 2x2x16GA xCONTW/ #10 SCREWS@ 12" O.C.

362S162-33 @ 16" O.C.

INSULATION & ROOFING~ RE: ARCH

ROOF DECK

STEEL BEAM

3 7/8"

3"

CC.6

1/4

2 1/2"

1/2" WT4x9W/ (3) 3/4"BOLT CONNTO BEAM

RE: PLAN

T.O.S.

HSS HANGERW/ 3/4" BASEPLATE & (4)1/2"ø BOLTS@ BM GA

1/4

CANTILEVEREDBEAM @ LOWROOFRE: PLAN

STEELGIRDERRE: PLAN

KS-521

_______________________

5/16 FULL HTSTIFF EA SIDEOF WEB @ BMCENTER LINE

A B

(3) #10 SCREWS @ BRACE &@ TOP STUD CONN

CONT L5x5x5/16

STEEL ROOF DECK

STEEL JOIST CONN~ RE: E/S-004

STEEL BEAM

362S162-54 KICKER @ EVERYOTHER STUD ~ (3) #10 SCREWSEA END ~ RE: J/S-521 FOR CONN@ HIGH END

WINDOW SYSTEM

EXTERIOR SHEATHING~ TYP

2"x2"x18GA CRA (CONT)@ EA CORNER

362S162-33 @ 16" O.C.~ TYP

RIGID CONN ~ RE: P/S-005


172'-10 1/2"

T.O. STUD

1'-0

"

RE: PLAN

T.O.S.

6"

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

4 15/16"

2'-7

3/4

" 1'-9

1/2

"

1

3

ROOFING ~ RE: ARCH

1 1/2" METAL DECK~ RE: PLAN

CONNECT DECK TOWT ~ RE: SCHEDULE

WT10.5x22 ~ RE: PLANFOR EXTENTS

COPE WT @ EA JOIST3/16 2

SPLICE PL3/8"x7"x1'-0" W/(2) 3/4"ø A325N-SC BOLTS

1 1/

2"3"

2 1/

2"

1 1/2"

1 1/

2"

4

STEEL BEAM TO COLUMNCONN ~ RE: N/S-003 1/2"

1 1/2"1 1/2"

3"

WT DRAG

ROOFING& INSULATION~ RE: ARCH

PL5/16"x3 1/2"x0'-6" W/(2) 3/4"ø A325N-SC BOLTS


C.5



1/4"/FTHSS3x2 1/2x3/16 EA JOIST SPACEW/ 1/4" CAP PL EA END ~ 2" MAXGAP BTWN JOIST & HSS

2 1/

2"

2-12

A B

175'-0"

T.O. PARAPET

1'-0"

CONT L5x5x5/16

STEEL ROOF DECK

STEEL JOIST

STEEL BEAM

362S162-54 KICKER @ EVERYOTHER STUD ~ (3) #10 SCREWSEA END

RIGID CONN ~ SIM TO P/S-005W/ (4) SCREWS & (5) PAF EASTUD

RE: PLAN

T.O.S.

RELIEF ANGLE ~ RE: K/S-511


WINDOW SYSTEM

1'-0

"

L6x6x3/8x CONT W/ 4x4x0'-4"L16GA CRA @ EA KICKER ~(3) #10 SCREWS TO KICKER~ (2) 0.157"ø PAF TO ANGLE

RE: R/S-005 FOR CONN WHEREJOIST ARE PARALLEL TO WALL

3/16

3

5"

1

3/16TYP

PL 1/4x3"x3"

3/16

1/4" PL @ BEAMWEB

L2x2x1/4 KICKER@ W8x

W8x STEELBEAM

HSS HANGER

1/4" 12" METAL DECK ~ RE: PLAN

8" JOISTS ~ RE: PLAN ~ MATCHLOCATION OF STUDS

CONN TRACK TO GAUGE PL W/(2) #10 SCREWS @ EA STUD

5 1/4" SHAFT WALL ~ CONN TOSTRUCTURE BY OTHERS

L6x4x5/16x CONT (LLH) W/ STEELSHIMS UNDER GAUGE PL @ 1'-0" O.C.~ TACK WELD TO ANGLE

CONN EA JOIST TO STUDSW/ (3) #10 SCREWS

600S162-43 STUDS @ 16" O.C.

CONT TRACK TOP & BOTTOM

14GA x1'-0"x CONT PLSCREWED TO DECK TOPFLUTES @ 8" O.C. IN 1stTWO FLUTES

STEEL JOIST BEYOND

B.O.D.

172'-0 3/16"

3/16 2

5"

INSULATION & FINISH~ RE: ARCH

EQ

6"E

Q

12"x6" SHOP FABRICATEDHOLE IN WEB OF W16x

3/4" RADIUS ~ TYP

W16x CANOPY BEAM

BEAM BEYOND

1'-0"

D

MECHSHAFT

SHAFT WALLRE: ARCH

5"BENT PLATE SADDLEBEYOND @ JOISTPL 1/4"x4"

7"

1/4" SHEAR PL W/(2) 3/4"ø BOLTS

2 1/

2"

WT8x18

10"

ANGLE FRAMEL8x6 BEYONDW/ L2x2x0'-3"BEARING SEAT@ WT (NOT SHOWNFOR CLARITY)

C

1/4 2

5/16" FULL HTSTIFF

STEEL DRAGJOIST

STEEL DRAG BEAM W/(3) 3/4"ø SC BOLTS 3/16

3 SIDES TYP

6

63 5/8" 6"

172'-10 1/2"

VARIES

1/4

RIGID CONNEACH STUD

SOFFIT SHAPE TOMATCH E/S-521

L3x3x1/4 BRACE@ 4'-0" O.C.

362S162-54 KICKER @ EACH BRACE(4'-0" O.C.)

3 5/8" x18GA SOFFITFRAMING

CONT L5x5x5/16

STEEL DECK

STEEL BEAM

CONT 362S162-54

362S162-54 HANGER ON CRA3x3x16GA @ 4'-0" O.C. TYPEACH BEAM

6

CONT EDGE ANGLE(L4x4x1/4)

L3x3x1/4 BRACE @ 48" O.C.

CONT L6x4x3/8 (LLV) SLOPING W/ DECK

ROOF DECK

W12 (SLOPED)

STEEL BEAM (W16) FLAT & DROPPED

L3x3 @ 48" O.C.

1/4 4EACH PL

1/4EACH EDN

1/4

1/4 4

SS-521

_______________________

1/4 4EACH PL

1/4

1/4 4

ROOF DECK

CONT L6x4x3/8(SLOPES W/ DECK

EDGE BEAM(FLAT & DROPPED)

PL1/4x8 IN WB

ANGLE BRACES NOTSHOWN FOR CLARITY

A B

175'-0"

T.O. PARAPET

CONT L5x5x5/16

STEEL ROOF DECK

STEEL JOIST

STEEL BEAM

SLIDE CLIP CONN~ RE: K/S-005

RE: PLAN

T.O.S.

RELIEF ANGLE ~ RE: A/S-513


WINDOW SYSTEM

1'-0"

BOX HEADER ~ RE: A/S-513

JOIST BLOCKING @ 2'-6" O.CRE: M/S-005~ TYP @ ROOF DECK SOFFIT

L3x3x1/4 BRACINGTACK WELD @ CENTER~ RE: PLAN FOR LOCATIONS

3/16 2TYP

CONT 362S162-54 W/(2) #10 SCREWS TOEACH JOIST

362S162-54 HANGER ON CRA3x3x16GA @ 4'-0" O.C. TYPEACH BEAM~ (2) #10 SCREWS EA END& (2) #10 SCREWS @ RUNNER

362S162-43 JOISTS @ 16" O.C.

METAL PANEL SOFFITRE: ARCH

D

RE: PLAN

1 1/8"

METAL PANEL FASCIARE: ARCH

FOR ADDITIONAL INFORMATIONRE: Q/S-521

14 GA PL x 14"xCONTW/ (3) #10 TEK TO LOWER FLUTE@ 16" O.C.

CRA 4x4x16 GAW/ (3) #10 TEKS TO PL/DECK

362S162-54 @ EVERY OTHER STUDW/ (2) #10 EA END

3 5/8" SOFFIT JOISTS @ 16" O.C.

3 5/8" BLOCKING (2) BAYS @EA FASCIA STUD~ MATCH FASCIA STUD GAUGE

L8x4x1/2xCONT @ SOUTHL5x5x5/16xCONT @ NORTH

1/4 3-12


CONSULTANT:

ISSUE:

OWNER:

PROJECT:


DRAWN BY:

PROJECT NO:

SHEET TITLE:

APPROVED BY:

CHECKED BY:

SHEET OF

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6




AF

BR

JR








06/28/2013 ISSUE FOR COB #2 - BP 02



10/03/2013 ISSUE FOR COB #10

10/3

/2013 1

2:1

8:0

7 P

M

C:\

Users

\ale

xs.R

EI\D

ocum

ents

\12036 U

CC

S_v2013-c

entr

al_

ale

xs.r

vt

S-521S-521S-521S-521

ROOF FRAMINGDETAILS



12036.0


3/4" = 1'-0"S-521

A ROOF STEP @ OUTDOOR SPACE 3/4" = 1'-0"S-521

B KNEE WALL @ ROOF STEP 3/4" = 1'-0"S-521

C CURTAINWALL @ LOW ROOF 3/4" = 1'-0"S-521

D HANGER @ LOW ROOF 3/4" = 1'-0"S-521

E BUILT-UP PARAPET CONDITION

3/4" = 1'-0"S-521

F WT DRAG 3/4" = 1'-0"S-521

G WT DRAG @ COLUMN 3/4" = 1'-0"S-521

H DRAG BEAM @ ROOF 3/4" = 1'-0"S-521

J PARAPET CONDITION 3/4" = 1'-0"S-521

K HANGER @ LOW ROOF

3/4" = 1'-0"S-521

L ELEVATOR ROOF 1 1/2" = 1'-0"S-521

M WEB OPENING @ CANOPY

1

1

3/4" = 1'-0"S-521

N WT @ MECH SHAFT1

3/4" = 1'-0"S-521

P CONNECTION @ DRAG TRUSS

2

3/4" = 1'-0"S-521

Q BRACE @ ROOF EDGE

2

1 1/2" = 1'-0"S-521

R BRACE @ ROOF EDGE 1 1/2" = 1'-0"S-521

S BRACE @ ROOF EDGE

22

3/4" = 1'-0"S-521

T PARAPET CONDITION3

1" = 1'-0"S-521

U BEAM BRIDGING @ ROOF DECK

COB 10

3/4" = 1'-0"S-521

V FASCIA @ ROOF EDGECOB 10

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general notes - uccs home solar... · the slab and other portions of the superstructure. isolation...

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