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HomeMy WebLinkAbout10 TOP BAR INDICATE RS 3" CLR �I-�•I Ili i+i iii APPROVED HOOK WHERE INDICATED SUBGRADE NOTES: 1. SEE PLAN FOR DIMENSIONAL ORIENTATION OF NON -SQUARE FOOTINGS 2. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, UNLESS NOTED OTHERWISE 3. DISTRIBUTE S BARS AS REQUIRED BY ACI 318 PARAGRAPH 15.4.4.2 TYPICAL FOOTING REINFORCING PLACING PLAN S-601 SCALE: NTS FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING (EW BOTTOM) REMARKS W L T F40 4'-0" 4'-0" 12" 5 - #6 16" F50 5'-0" 5'-0" 24" 6-#6 - F60 6'-0" 6'-0" 24" 6-#7 - F70 7'-0" 7'-0" 24" 7-#7 18" F80 8'-0" 8'-0" 24" 7 - #7 - F90 9'-0" 9'-0" 24" 8 - #7 31/2" F100 10'-0" 10'-0" 24" 9 - #7 17" F110 11'-0" 11'-0" 24" 10 - #7 PERP F120 12'-0" 12'-0" 24" 10-#8 4 1/2" 1 F 120A 12'-0" 12'-0" 36" 13 - #9 12'-0" F130 13'-0" 13'-0" 26" 11 -#8 - F140 14'-0" 14'-0" 26" 12 - #9 F150 15'-0" 15'-0" 26" 13 - #9 NOTE: ALL FOOTINGS MARKED "F.. -BF" ARE BRACED FRAME FOOTINGS. PROVIDE TOP REINFORCING BARS IDENTICAL TO BOTTOM BARS AT BRACED FRAME FOOTINGS. SHEAR LUG - SEE SCHEDULE FOR SIZE & ORIENTATION FOR ANCHOR BOLT SIZE - SEE SCHEDULE FOR COLUMN SIZE -SEE PLAN INCREASE BASE PL DIM AS REQUIRED FOR BRACE CONNECTION @ GUSSET PL - DO NOT EXCEED PIER DIMENSIONS. O� I `"1° BASE PLATE LAYOUT DETAIL S-601 SCALE: NTS GUSSET PL @ BRACED FRAME AS REQUIRED BASE PLATE DETAILING SCHEDULE MARK WIDTH TV (in) LENGTH 'L' (in) THICKNESS 't' (in) ANCHOR ROD DIAMETER (in) SHEAR LUG ORIENTATION TO WEB DEPTH (in) THICKNESS (in) FILLET WELD BP1 16" 16" 1" 3/4" - - - - BP2 17" 17" 11/4" 3/4" - - - - BP3 18" 18" 3/4" 3/4" - - - - BP4 20" 20" 1" 3/4" 31/2" 1" 1/4" PARALLEL BP5 17" 17" 11/4" 3/4" 31/2" 1" 1/4" PERP B P6 17" 17" 1 1 1/4" 1 3/4" 4 1/2" 1 1 1/4" 1/41' PERP 9/15/2010 1:32:45 PM C:U.ocat Revit Files\Midwest CDC\85609807 Midwest CDC Structural 2010 09 13 RConnor.M S1 S2 ZONE 1 ZONE 2 ZONE 3 ZONE 2 ZONE 1 I • • • • • • • • • • • • • • • • • • LONGITUDINAL BARS (LONG) TRANSVERSE BARS (SHORT) II III III II I' -III III III III III III III lil �' APPROVED SUBGRADE NOTES: 1. SEE PLAN FOR COMBINED FOOTING DIMENSIONS 2. ZONE 2 IS CENTERED AT SUPPORT, SEE COMBINED FOOTING SCHE 3. DISTRIBUTE S BARS AS REQUIRED BY ACI 318 PARAGRAPH 15.4.4.2 2 COMBINED FOOTING REINFORCING PLAN S_ SCALE: NTS E FOR DIMENSION OF ZONES COMBINED FOOTING SCHEDULE 2'-0" 2'-0" WIDTH DIMENSIONS LONGITUDINAL REINFORCEMENT TRANSVERSE REINFORCEMENT I Pi • • • • (LONG BARS) (SHORT BARS) - MARK REMARKS T I • 1 P3 19103 3'-0" 20-#8 #4 @ 12" REFER TO PLAN FOR PIER LOCATION P4 SHORT DIRECTION LONG DIRECTION THICKNESS TOP BOTTOM ZONE 1 ZONE 2 T-0" ZONE 3 #4 @ 12" REFER TO PLAN FOR PIER ORIENTATION & LOCATION - - 9'-0" C60 9'-0" 6'-0" 2'-0" - 6 - #6 - - 9-#5 - - 12'-0" C80 8'-0" 12'-0" 2'-0" - 8-#8 - - 12 - #9 16'-0" C81 8'-0" 16'-0" 2'-0" 8-#9 8-#9 - - 16-#9 F C u P1 \nnnTW i 2'-0" 2'-0" WIDTH 1'-0" 1'-0" o MEN I Pi • • • • i • - Philadelphia, - T I • 1 P1 \nnnTW i P2 WIDTH 2'-0" I moms 2'-0" 2'-0" WIDTH o ! I i O - MEN REMARKS Pi • • • • 0\ • • • - Philadelphia, - 18 - #8 I P2 WIDTH 2'-0" I moms MARK WIDTH STUBBInS VERTICAL BARS MEN REMARKS Pi 2301 Chestnut Street 2'-0" 8-#8 #4 @ 12" TIES - SEE SCHEDULE VERT BARS - SEE SCHEDULE TIES - SEE SCHEDULE, ALTERNATE SIDE w/ 90° HOOK T— VERT BARS - SEE SCHEDULE TIES - SEE SCHEDULE, ALTERNATE SIDE w/ 900 HOOK VERT BARS - SEE SCHEDULE 31 PIER DETAIL S-601 SCALE: NTS H U Z LL WIDTH 1'-0" 2'-0" P3 WIDTH CE 2'-0" I H Z Lu J O P4 TIES - SEE SCHEDULE VERT BARS - SEE SCHEDULE KLino MARK WIDTH STUBBInS VERTICAL BARS TIES REMARKS Pi 2301 Chestnut Street 2'-0" 8-#8 #4 @ 12" P2 Philadelphia, Pennsylvania 18 - #8 #4 @ 12" REFER TO PLAN FOR PIER ORIENTATION P3 19103 3'-0" 20-#8 #4 @ 12" REFER TO PLAN FOR PIER LOCATION P4 2'-0" T-0" Consultants: Seals: TIES - SEE SCHEDULE, ALTERNATE SIDE w/ 90° ' HOOK LL� ST,S:TF OF - VERT BARS - SEE SCHEDULE %�S! ° 1 f'' William A. Gillespie, IN License No. PE11011725 General Notes: CONCRETE PIER SCHEDULE MARK WIDTH LENGTH VERTICAL BARS TIES REMARKS Pi 2'-0" 2'-0" 8-#8 #4 @ 12" P2 2'-0" 4'-0" 18 - #8 #4 @ 12" REFER TO PLAN FOR PIER ORIENTATION P3 T-0" 3'-0" 20-#8 #4 @ 12" REFER TO PLAN FOR PIER LOCATION P4 2'-0" T-0" 12-#8 #4 @ 12" REFER TO PLAN FOR PIER ORIENTATION & LOCATION P5 2'-6" T-0" 14 - #8 #4 @ 12" REFER TO PLAN FOR PIER ORIENTATION & LOCATION Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCI► Program requirements. 'JU i uCi I vCsu iNuui 1 ISSUE 4: IFB/IFP 115 SEP 10 Project North 85609807 -Midwest -CDC -Structural- Central.rvt ---- ......�----..._, ..._ Drawing Sheet Title: SCHEDULES AND DETAILS S-601 DRAWING LIST DRAWING LIST X a ABBREVIATIONS, SYMBOLS & LEGENDS x U. EGRESS DIAGRAM X co SITE PLAN x U. UTILITY PLAN X f SANITARY SEWER - PLAN / PROFILE x C-400 GRADING PLAN x C-401 SHEET x C -500A NUMBER DRAWING TITLE tip 00 GENERAL A-000 DRAWING LIST X A-001 ABBREVIATIONS, SYMBOLS & LEGENDS x A-002 EGRESS DIAGRAM X 02 CIVIL C-001 TITLE SHEET x C-100 EXISTING TOPOGRAPHY x C-101 DEMOLITION PLAN X C-200 SITE PLAN x C-300 UTILITY PLAN X C-301 SANITARY SEWER - PLAN / PROFILE x C-400 GRADING PLAN x C-401 STORM SEWER - PLAN / PROFILE x C -500A EROSION CONTROL PLAN (PHASE 1) x C-5008 EROSION CONTROL PLAN (PHASE 2) x C-501 EROSION CONTROL DETAILS C-502 STORM WATER POLLUTION PREVENTION PLAN C-600 SITE DETAILS C-601 SITE DETAILS C-602 SITE DETAILS C-603 SITE DETAILS C-604 SITE DETAILS 04 STRUCTURAL S-001 GENERAL NOTES, SCHEDULES AND ABBREVIATIONS x S-111 FOUNDATION / SLAB -ON -GRADE PLAN x S-121 ROOF FRAMING PLAN X S-201 BRACED FRAME ELEVATIONS AND DETAILS x S-301 CONCRETE SECTIONS AND DETAILS X S-601 SCHEDULES AND DETAILS x S-701 TYPICAL CONCRETE SECTIONS AND DETAILS x S-711 TYPICAL STEEL SECTIONS AND DETAILS x S-721 TYPICAL.METAL DECK SECTIONS AND DETAILS x 06.1 ARCHITECTURAL - FLOOR PLANS A-101 FLOOR PLAN X A-102 ROOF PLAN X 06.2 ARCHITECTURAL - CEILING PLANS A-301 I REFLECTED CEILING PLAN 06.3 ARCHITECTURAL - EXTERIOR ENCLOSURE A-400 EXTERIOR ENCLOSURE ASSEMBLIES x A-410 EXT ELEVATIONS - NORTH & EAST X A-411 EXT ELEVATIONS - SOUTH & WEST X A-412 INTERIOR PRECAST ELEVATIONS X A-420 BUILDING SECTIONS X A-430 EXT WALL SECTIONS X A-431 WALL SECTIONS X A-440 EXTERIOR CONSTRUCTION DETAILS (HORIZONTAL) x A-470 PRECAST CONCRETE DETAILS X A-490 ROOF DETAILS x 06.4 ARCHITECTURAL - PARTITIONS, DOORS AND OPENINGS 4-500 PARTITION TYPES 4-510 DOOR AND OPENING SCHEDULE x 06.5 ARCHITECTURAL BUILDING CORE A-640 I DETAILS 911412010 5:08:18 PM C-.Ioo _Revit ResVA;dwast CDC18SW9807 Midwest CDC Amhitwwre_2010 0914 MAndersonxvt DRAWING LIST RAISED ACCESS FLOOR DETAILS CL HOT AISLE CONTAINMENT A-803 PERFORATED METAL WALL @ DC co FMS RISER DIAGRAM U. MECHANICAL LEGEND & GENERAL NOTES f MECHANICAL SYMBOLS Iq MECHANICAL FLOOR PLAN M-102 SHEET n NUMBER DRAWING TITLE _ 06.7 ARCHITECTURAL - TYPICAL INTERIOR DETAILS A-801 RAISED ACCESS FLOOR DETAILS A-802 HOT AISLE CONTAINMENT A-803 PERFORATED METAL WALL @ DC 08 MECHANICAL IC -001 SYMBOLS AND ABBREVIATIONS IC -101 AIR SYSTEM CONTROL DIAGRAM IC -201 CHILLED WATER SYSTEM CONTROL IC -401 FMS RISER DIAGRAM M-001 MECHANICAL LEGEND & GENERAL NOTES M-002 MECHANICAL SYMBOLS M-101 MECHANICAL FLOOR PLAN M-102 MECHANICAL ROOF PLAN M-401 PARTIAL PLAN A MECHANICAL DRAWING TITLE M-402 PARTIAL PLAN B MECHANICAL M-601 MECHANICAL FLOW DIAGRAMS M-900 MECHANICAL SCHEDULES 09 FIRE PROTECTION FP -001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS FP -101 FIRE PROTECTION FLOOR PLAN FP -801 FIRE PROTECTION DETAILS 10 PLUMBING PU-101 1 PLUMBING UNDERSLAB PLAN 10.1 PLUMBING P-001 PLUMBING LEGEND & GENERAL NOTES P-102 PLUMBING ROOF PLAN P-800 PLUMBING DETAILS P-900 PLUMBING SCHEDULES 11 ELECTRICAL E-001 ELECTRICAL SYMBOLS E-002 ELECTRICAL ABBREVIATIONS AND SCHEDULES E-101 FIRST FLOOR LIGHTING PLAN E-201 FIRST FLOOR POWER PLAN E-201 UG FIRST FLOOR UNDERGROUND POWER PLAN E-301 FIRST FLOOR GROUNDING PLAN E-302 LIGHTNING PROTECTION PLAN E-601 SINGLE LINE DIAGRAM - SHEET 1 E-602 SINGLE LINE DIAGRAM - SHEET 2 DRAWING TITLE E-603 SINGLE LINE DIAGRAM - SHEET 3 E-801 ELECTRICAL POWER MONITORING SYSTEM BLOCK DIAGRAM E-802 UPS WIRING BLOCK DIAGRAM E-803 RELAY, METERING & MONITORING DIAGRAM - UNIT SUB -1A E-804 RELAY, METERING & MONITORING DIAGRAM - MDS -15A E-805 RELAY, METERING & MONITORING DIAGRAM - MDS -15B E-806 RELAY, METERING & MONITORING DIAGRAM - GPS -15A E-809 ELECTRICAL DATA CENTER 1 OVERHEAD LAYOUT DRAWING LIST ELECTRICAL DUCTBANK DETAILS E-811 ELECTRICAL SITE DETAILS U. GROUNDING DETAILS E-813 I ELECTRICAL DETAILS LL COMMUNICATIONS DATA CENTER DETAILS 1 OF 2 E COMMUNICATIONS DATA CENTER DETAILS 2 OF 2 T-805 COMMUNICATIONS BID ALTERNATIVE 1 FABRIC EXTENDER OPTION SHEET M NUMBER DRAWING TITLE C0 E-810 ELECTRICAL DUCTBANK DETAILS E-811 ELECTRICAL SITE DETAILS E-812 GROUNDING DETAILS E-813 I ELECTRICAL DETAILS 12 TELECOMMUNICATIONS LEGEND & GENERAL NOTES T-101 COMMUNICATIONS CABLE TRAY T-201 COMMUNICATIONS FLOOR PLAN T-801 COMMUNICATIONS BACKBONE SINGLE LINE T-802 COMMUNICATIONS TELCO ROOMS DETAILS T-803 COMMUNICATIONS DATA CENTER DETAILS 1 OF 2 T-804 COMMUNICATIONS DATA CENTER DETAILS 2 OF 2 T-805 COMMUNICATIONS BID ALTERNATIVE 1 FABRIC EXTENDER OPTION 15 FIRE ALARM AND SECURITY FS -001 FIRE ALARM AND SECURITY SYMBOLS AND ABBREVIATIONS FS -111 SECURITY FLOOR PLAN FS -211 PRE ALARM FLOOR PLAN FS -601 SECURITY SINGLE LINE DIAGRAMS FS -802 SECURITY DETAILS �qca , am tIlil�ll4l�I�i�N�lL�g� KLino STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.kiingstubbins.com Consultants: Seals: U Braford White Fiske, IN License No. AR11000043 General Notes: Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PGI Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: DRAWING LIST Drawing Sheet Number: A-000 Owners Drawing Sheet No.: LIFE SAFETY CODE ANALYSIS 2 Life SafetylCode Analysis 24,968 SF Single Story Building fully Sprinkled 2.1 Applicable Building Codes and Standards The following is a list of codes, standards, and regulations being utilized in the development of this project. See individual discipline sections for additional, trade -specific codes and reference standards applicable to work. • 2008 project State Building Code. • 2006 International Building Code (IBC) with State amendments. • Accessibility Code ANSI A-117.1 2003. • 2008 Project State Mechanical Code. • 2006 International Mechanical Code (IMC) with State amendments. • Project State Plumbing Code (UPC 1997). • 2009 Project State Electrical Code. • 2008 National Electrical Code (NEC) with State amendments. • 2008 Project State Fire Code. • 2006 International Fire Code (IFC) with State Amendments. • 2008 Project State Building Code, Chapter 11. • Project State Energy Conservation Code (1992 CABO). Additional specific NFPA standards applicable to this facility, including but not limited to: • NFPA 10, Standard for Portable Fire Extinguishers. • NFPA 13, Standard for the Installation of Sprinkler Systems. • NFPA 72, National Fire Alarm Code. 2.2 Occupancy Classification Group B Business Occupancy Incidental use Area; H 3 occupancy 2,085 generator room, 15,300 gallon Fuel tank 2.3 Construction TypEThe construction Type 11 B construction, Unlimited area per 507.2 2.4 Fire Resistance Requirements for Building Elements Minimum fire resistance ratings for Type II -B construction per IBC1 Table 601, Structural Frame Including Columns, Girders, Trusses 0 HR Bearing Walls - Exterior: 0 -Hr. Bearing Walls - Interior: 0 -Hr. Nonbearing Walls and Partitions - Exterior: Based on Fire Separation Distance (FSD) per Table 0 -Hr.; z 30 ft FSD Nonbearing Walls and Partitions - Interior: 0 -Hr. Floor Construction Including Supporting Beams and JoistO-Hr. Roof Construction Including Supporting Beams and Joists: 20 ft above floor immediately below; where it would be 04 r 0 -Hr. Exterior Doors and Windows (Table 704.8): For FSD less that specified to right see IBC Table 70iNo Limit; > 20 ft FS Opening Protection;) -Hr Exit Enclosure Walls: 0 -Hr. Incidental use storage rooms exceeding 100 SF (Table 302.1.0 HR 2.5 Means of Egress Use Group B Building, the Occupant load :1 person per 100 gross square feet 2.5.1 Remoteness Minimum separation distance between exits or exit access doorways, measured in a straight line between exits or exit access doors: IBC 2006113 of length of maximum overall diagonal. 10152.1 Exception #2. 2.5.2 Travel Distance B - Business300 ft. 2.5.3 Egress Width per Occupant Fully Sprinklered Table 1005.1 Level egress components 0.15 inches per occupant. 2.6 Dead Ends Fully Sprinklered B - Business 50 ft 2.7 Common Path of Travel Fully Sprinklered B -Business 100 ft. 2.8 Corridors Corridor Element Requirement 1017.2 Minimum Width 44 inches where occupant load > 50; 36 inches where occupant load < 50;exception #2 24 inches for access/utilization of MEP Systems and Equipment Exception #1 Enclosure 0 hours (IBC 1016.1) 1. The air -handling system serving the corridor is shutdown upon activation of the air -handling unit smoke dete tors as required by the International Mechanical Code. 2. The air -handling system serving the corridor is shutdown upon detection of sprinkler waterflow where the building is equipped throughout with an automatic sprinkler system. 2.9 Interior Finishes Interior wall and ceiling Finish Requirements Classification (IBC 803CIass A: Flame spread 0-25 Class B: Flame spread 26-75 Class C: Flame spread 76-100 Smoke Development (IBC 803.1) For all classifications 0 - 450 Interior Finish Requirements (IBC 2006 Table 803.5) Fully Sprinklered Building Group B Exit Access Corridors and Other ExitwaCiass B Rooms and Enclosed Spaces Class C 2.10Piumbing Requirements 2.11 Actual population of Building is less than gross calculation 20,300 GSF / 1 Occ. per 100 GSF = 203 Building Population (Fixtures required by code 28) A variance will be required. Water closets 1 provided 6 required Urinals 1 provided 1 required Lavatories 1 provided 4 required Drinking fountains 1 provided 3 required Service Sink, 1 provided 1 required 9/14/2010 5:08:55 PM C:ILO* Revit FdosWidwest CDCt85G09807 Midwest CDC Architecture 2010 0914 Wnderson.M ABBREVIATIONS SYMBOLS A .! A/C AIR CONDITION JAN JANITOR AD AREA DRAiN AFF ABOVE FINISHED FLOOR K (NOT USED) 0' 4' 8' 16' AHU AIR HANDLING UNiT ALUM ALUMINUM L LAB LABORATORY B LAV LAVATORY 2View Name BOS BOTTOM OF STEEL LPT LOW POINT A 1 O 1 SCALE: 1/811 1 }-Otr C M -� EL. 18'-0" C CELSIUS MACH RM MACHINE ROOM CF/Cl CONTRACTOR FURNISHED/ MAX MAXIMUM CONTRACTOR INSTALLED MW MINIMUM 22.1 22.2 CF/Ol CONTRACTOR FURNISHED/ MIN MINUTE OWNER INSTALLED MO MASONRY OPENING CG CORNER GUARD _ CH COAT HOOK N CJ CONSTRUCTION JOINT; NA NOT APPLICABLE CONTROL JOINT NIC NOT IN CONTRACT CL CENTERLINE NOM NOMINAL CLO CLOSET NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT CONC CONCRETE O CORR CORRIDOR OC ON CENTER CUH CABINET UNIT HEATER OD OUTSIDE DIAMETER; MATCH LINE ...� ..AHI . SEE A2222 OUTSIDE DIMENSION D OF/Cl OWNER FURNISHED/ _ _ _,,, _ . _ D DEEP CONTRACTOR INSTALLED DEMO DEMOLITION OF/01 OWNER FURNISHED/ DF DRINKING FOUNTAIN OWNER INSTALLED DIA DIAMETER OFD OVERFLOW DRAIN DR DOOR OH DR OVERHEAD DOOR DS DOWNSPOUT OPH OPPOSITE HAND v 2'-6" � ORIG ORIGINAL 7L I EIFS EXTERIOR INSULATION AND P FINISH SYSTEM PLAS PLASTER 1 1 EJ EXPANSION JOINT PVC POLYVINYL CHLORIDE A2222 A2222 EL ELEVATION Eos EDGE OF SLAB Q (NOT USED) EQ EQUAL 1 ERD EXISTING ROOF DRAIN R A�22 EWC ELECTRIC WATER COOLER R RADIUS; RISER EXIST EXISTING RCP REFLECTED CEILING PLAN 1 1 EXP EXPOSED RD ROOF DRAIN EXT EXTERIOR REF REFRIGERATOR A2222 2A2222 4 REST RESTROOM F RH RELATIVE HUMIDITY 3 1 F FAHRENHEIT RM ROOM FA FIRE ALARM RO ROUGH OPENING FACP FIRE ALARM CONTROL PANEL RTU ROOF TOP UNIT FEC FIRE EXTINGUISHER CABINET RWL RAIN WATER LEADER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION S FE FIRE EXTINGUISHER SD SMOKE DETECTOR N FEC FIRE EXTINGUISHER CABINET SECT SECTION FHC FIRE HOSE CABINET Sim SIMILAR FIN FINISH SST STAINLESS STEEL ROOM NAME 2222 FO FNISHED OPENING FOC FACE OF CONCRETE T FOM FACE OF MASONRY T TREAD XX.X#.XX XA FOS FACE OF STUD TEL TELEPHONE FOW FACE OF WALL TEMP TEMPORARY FRG FIBER REINFORCED GYPSUM TOC TOP OF CONCRETE FSP FIRE STANDPIPE TOM TOP OF MASONRY 1 TOP TOP OF PARAPET A2222 G TOS TOP OF SLAB; TOP OF STEEL GFRC GLASS -FIBER -REINFORCED TOW TOP OF WALL CONCRETE TYP TYPICAL 22 GFRG GLASS -FIBER -REINFORCED GYPSUM GL GLASS U 124 GWB GYPSUM (WALL) BOARD UL UNDERWRITERS' LABORATORIES UON UNLESS OTHERWISE NOTED FLOOR EL, 18'-0" H H HIGH V HB HOSE BIBB VEST VESTIBULE O HM HOLLOW METAL ViF VERIFY IN FIELD HPT HiGH POINT HR HOUR W LABEL HT HEIGHT W WIDE WD WOOD WH WALL HYDRANT ID INSIDE DIAMETER; INSIDE DIMENSION WP WORKING POINT INFO INFORMATION X,Y,Z (NOT USED) lid BACKER ROD OF FILLER OS SEALANT THE PRECEDING LIST OF ABBREVIATIONS IS PRESENTED AS A GENERAL GUIDE AND DOES NOT NECESSARILY SHOW ALL ABBREVIATIONS USED. OTHER GENERALLY ACCEPTED ABBREVIATIONS MAY BE FOUND AMONG THE DRAWINGS - REFER TO NCS FOR DEFINITIONS. ALL ABBREVIATIONS SHOWN ABOVE MAY NOT BE USED WITHIN THIS DRAWING SET. FEC a FOU, NORTH ARROW PLAN NORTH BOLD, TRUE NORTH LITE GRAPHIC SCALE 1/8"=1'-0" DRAWING TITLE SPOT ELEVATION TAG GRID LINE GRiD LINE BUBBLE & NUMBER MATCH LINE TAG FIRE RESISTIVE RATED LINE 1 HOUR FiRE RESISTIVE RATED LINE 2 HOUR WALL DIMENSION LINES BUILDING SECTION TAG DETAIL SECTION TAG INTERIOR ELEVATION TAG EXTERIOR ELEVATION TAG DOOR REFERENCE TAG ROOM OR AREA NAME & NUMBER TAG WALL AND PARTITION TYPE INDICATOR TAG DETAIL REFERENCE TAG DETAIL REFERENCE BUBBLE KEYNOTE INDICATOR TAG FURNITURE, FIXTURE & EQUIPMENT TAG l�L�;�;fL�i:L>II=L>�•�iIIL�I�I WINDOW REFERENCE TAG LEADER LINES CENTER LINE BREAK LINE ROUND BREAK LINE REVISION DELTA REFERENCE TAG REVISION CLOUD FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER, WALL MOUNT KLino STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.klingstubbins.com Consultants: Seals: tWH/ Ss OR..,.... T ^y' ARR'1'1'000�043- Braford White Fiske, IN License No. AR11000043 General Notes: Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. it is to be safeguarded and disseminated in accordance with the Critical infrastructure information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: ABBREVIATIONS, SYMBOLS & LEGENDS Drawing Sheet Number: A-001 Owner's Drawing Sheet No.: EXIT DOOR 48 .15 320 0 DOOR 48 .15 320 0 EXIT DOOR 36 .15 240 X EGRESS DIAGRAM A� SCALE: 118" =1'-0" 9/1W010 10:08:17 AAC:1Loma _RevR-F< OSWidwest CDC185609607 Midwest CDC AmMeeWre_2010 0915 MAnderson.M EXIT EX EXIT 48 .15 320 1 EGRESS DIAGRAM LEGEND: EGRESS ELEMENT (DOOR OR STAIR) CLEAR OPENING (INCHES) EGRESS WIDTH PER OCCUPANT (INCHES) ALLOWABLE OCCUPANT LOAD ACTUAL OCCUPANT LOAD �---- 190` --� TRAVEL DISTANCE (FEET) 2 HR FIRE RATED PARTITION NOTE: ALL PARTITIONS ARE A MINIMUM OF 1 HR RATED KLinG STUBBins 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.klingstubbins.com Consultants: Seals: GXsrF;� 0 o C1-11 T Braford White Fiske, IN License No. AR11000043 General Notes: Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., if is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: EGRESS DIAGRAM Drawing Sheet Number: A-002 Owner's Drawing Sheet No.: DL _ _ _ , — _ _ _ _ _ J ELEC 1 ELEC 4 ELEC 5 I -- — . _ — — — — — — — — ..... -- 113 108 � 107 ' UTILITY YARD �. 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In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., if is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: EGRESS DIAGRAM Drawing Sheet Number: A-002 Owner's Drawing Sheet No.: GENERAL NOTES: 1. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS, UNO. 2. NO CHANGE IN SIZE, DIMENSION OR POSITION OF STRUCTURAL ELEMENTS SHALL BE MADE WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 3. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND/OR SUBMITTING SHOP DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED TO THE STRUCTURAL ENGINEER OF RECORD. 4. REFER TO ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS, INSERTS, DEPRESSIONS, EQUIPMENT PADS, DRIPS, REVEALS, FINISHES, AND OTHER SUCH PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS. 5. SUBMIT DIMENSIONED AND COORDINATED SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES THROUGH STRUCTURAL ELEMENTS. ANY ADDITIONAL OPENINGS NOT SHOWN ON SHOP DRAWINGS WILL REQUIRE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 6. TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW UTILITIES AND BUILDINGS AND ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DURING CONSTRUCTION. RESTORATION OF DAMAGED AREAS SHALL BE TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER. 7. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION REGARDING FINISHES, WATERPROOFING, LOCATIONS OF NON -LOAD BEARING PARTITIONS, EXTERIOR FACE OF BUILDING, ETC. 8. DO NOT REPRODUCE ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED. STRUCTURAL TESTS AND INSPECTIONS: 1. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE IBC 2006, CHAPTER 17, AND THE PROJECT SPECIFICATIONS. FOUNDATIONS AND EARTHWORK: 1. FOUNDATIONS HAVE BEEN DESIGNED WITH NET ALLOWABLE SOIL BEARING CAPACITIES BASED ON "SUBSURFACE INVESTIGATION & GEOTECHNICAL RECOMMENDATIONS", PREPARED BY ALT & WITZIG ENGINEERING, INC. ON JUNE 4, 2010. 2. THE FOUNDATION ELEVATIONS AND BEARING CAPACITIES ARE BASED ON THE SUBSURFACE EXPLORATION PERFORMED PRIOR TO CONSTRUCTION. FINAL EXACT BEARING ELEVATIONS MAY VARY BASED ON ACTUAL FIELD CONDITIONS. 3. FOOTINGS SHALL BEAR ON FIRM NATURAL SOIL OR PROPERLY COMPACTED FILL. SUBGRADE SHALL BE FREE OF ORGANIC MATERIAL AND UNSUITABLE SOIL. 4. THE MINIMUM NET ALLOWABLE BEARING CAPACITY OF FOUNDATION SUBGRADES SHALL BE AS FOLLOWS: a. COLUMN FOOTINGS - 2,500 PSF b. CONTINUOUS WALL FOOTINGS - 2,000 PSF 5. AFTER THE EXCAVATED AREAS ARE CLEANED OF LOOSE MATERIAL AND PRIOR TO PLACING CONCRETE, THE SUBGRADE FOR ALL FOUNDATIONS AND SLABS SHALL BE INSPECTED AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER. 6. THE CONCRETE FOUNDATION OR A 3" CONCRETE MUD MAT MUST BE PLACED THE SAME DAY THE SUBGRADE IS INSPECTED. IF THE SURFACE IS DISTURBED BEFORE CONCRETE IS PLACED, THE SUBGRADE SHALL BE RE -INSPECTED BY THE OWNER'S GEOTECHNICAL ENGINEER AT THE CONTRACTOR'S EXPENSE. 8. WHEN FILLING AGAINST OPPOSITE SIDES OF A WALL OR STRUCTURE, BACKFILL IN LIFTS SUCH THAT THE DIFFERENCE IN FILL ELEVATION ON OPPOSITE SIDES DOES NOT EXCEED 12". 9. WHERE EXCAVATION WOULD BE BELOW A LINE EXTENDING UPWARD AT A 2.0 H TO 1.0 V SLOPE FROM THE BOTTOM OF AN ADJACENT FOUNDATION OR UTILITY, PROVIDE ALL SHEETING, SHORING, AND BRACING NECESSARY AND TAKE CARE NOT TO UNDERMINE THE ADJACENT CONSTRUCTION. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND PERFORMANCE OF ALL DEWATERING AND EARTH RETENTION SYSTEMS. 11. UTILITIES SHALL NOT BE LOCATED BENEATH FOUNDATIONS UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS. 12. SEE SPECIFICATION DIVISION 31 FOR ADDITIONAL REQUIREMENTS. CAST -IN-PLACE CONCRETE 1. PROVIDE CAST -IN-PLACE CONCRETE FOR EACH CLASS OF CONCRETE SHOWN IN THE CONCRETE MATERIAL SCHEDULE AND AS REQUIRED BY CONSTRUCTION METHODS & SCHEDULES. 2. REINFORCING SHALL BE AS FOLLOWS: a. WELDED WIRE REINFORCMENT ASTM A185, SUPPLIED IN FLAT SHEETS. b. DEFORMED REINFORCING BARS ASTM A615, GRADE 60 UNO. 3. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS, UNO: a. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH OR WEATHER - 3" b. CONCRETE EXPOSED TO EARTH OR WEATHER (INCLUDES FOUNDATION WALLS COVERED WITH A WATERPROOF OR DAMP PROOF MEMBRANE) • #5 & SMALLER - 1 1/2" • #6 & LARGER - 2" c. CONCRETE NOT EXPOSED TO EARTH OR WEATHER (INCLUDES ROOF SLABS COVERED WITH A WATERPROOF MEMBRANE) • SLABS & WALLS - 3/4" • BEAMS & COLUMNS - 1 1/2" 4. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP SPLICES, LINO. LAP LENGTHS ARE INDICATED IN THE REINFORCING BAR DEVELOPMENT LENGTH TABLE NOTES. 5. WWR SHALL BE LAP SPLICED PER ACI 318 AND TIED SECURELY. 6. DOWELS SHALL MATCH AND BE CLASS B TENSION LAP SPLICED WITH THE MAIN REINFORCEMENT, UNO. 7. ALL CONCRETE SHALL BE REINFORCED AS INDICATED. WHERE REINFORCING IS NOT INDICATED PROVIDE THE FOLLOWING: a. WALLS & STRUCTURAL SLABS - #4 @ 12" EACH WAY, EACH FACE b. SLABS -ON -GRADE - 6x6 - W4.0 x W4.0 WWR c. CONCRETE FILLS ABOVE THE STRUCTURAL SLAB - #4 @ 12" EACH WAY, TOP d. CONCRETE SLAB ON METAL DECK - 6x6-W2.9xW2.9 WWR, UNO. 8. FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE IS NOT PERMITTED UNLESS INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. REBAR SHALL NOT BE HEATED WITH A TORCH IN THE FIELD. 9. DO NOT WELD REINFORCING UNLESS INDICATED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. 10. ALL CONSTRUCTION JOINTS SHALL BE WIRE BRUSHED, CLEANED, AND COATED WITH A BONDING AGENT OR MOISTENED WITH A CEMENT SLURRY SCRUBBED INTO THE JOINT IMMEDIATELY PRIOR TO PLACING NEW CONCRETE. 11. CHAMFER ALL EXPOSED CORNERS 3/4", UNO. 12. PLACE SLABS -ON -GRADE IN ALTERNATING STRIPS HAVING A MAXIMUM AREA OF 6000 SQUARE FEET AND A MAXIMUM LENGTH OF 60 FEET. ALLOW A MINIMUM OF 48 HOURS BETWEEN ADJACENT CONCRETE PLACEMENTS. 13. NO CONDUIT SHALL BE PLACED IN CONCRETE SLAB ON METAL DECK. 14. PROVIDE A WATERSTOP IN ALL WALL AND SLAB CONSTRUCTION JOINT COVERED WITH A WATERPROOFING MEMBRANE AND WHERE INDICATED. 15. SEE SPECIFACATION DIVISION 03 FOR ADDITIONAL REQUIREMENTS. 9/15/2010 1:32:35 PM C:\L ocal_Revd_Files\Midwest_CDC\85609807_Midwest CDC_Structural_2010 09 13 RConnor.rvt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ips MIN # ROWS OF BOLTS 8&10 20 2 12 & 14 40 3 16 & 18 60 4 21 75 5 24 95 6 27 110 7 30 125 8 11. IN SEATED BEAM AND EXTENDED PLATE CONNECTIONS, THE SEAT OR EXTENDED PLATE TO SUPPORT RESIST BOTH THE SHEAR AND MOMENT RESULTING FROM THE SUPPORTED BEAM REACTION ECCENT 12. IN SINGLE ANGLE AND BENT PLATE CONNECTIONS, THE CONNECTION OF THE ANGLE OR BENT PLATE 1 SHALL RESIST BOTH THE SHEAR AND MOMENT RESULTING FROM THE SUPPORTED BEAM REACTION E( 13. MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE COMBINED EFFECT OF THE FORCES RESULTIN( AND SHEAR INDICATED. WHEN THE DESIGN MOMENT IS NOT INDICATED THE CONNECTION SHALL BE CJ THE FULL MOMENT CAPACITY, ObMp, OF THE SUPPORTED BEAM. MOMENT CONNECTIONS MAY UTILIZE DIAMETER BOLTS. 14. ALL BEAMS FRAMING INTO CONCRETE WALLS SHALL BE DETAILED TO SUIT THE HORIZONTAL FIELD TO 15. DO NOT FIELD CUT STRUCTURAL STEEL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE STRUCT RECORD. 16. DO NOT SPLICE STEEL MEMBERS EXCEPT WHERE SPECIFICALLY DETAILED ON THE DRAWINGS WITHOI APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 17. THIS STRUCTURE IS CONSIDERED A NON -SELF-SUPPORTING LATERAL STEEL FRAME. THE CONTRACT( ADEQUATE TEMPORARY BRACING AND SUPPORTS UNTIL ALL PERMANENT BRACING, MOMENT CONNE( CONNECTIONS TO SHEAR WALLS, AND FLOOR/ROOF SLABS ARE IN PLACE. 18. SEE SPECIFICATIONS DIVISION 05 FOR ADDITIONAL REQUIREMENTS. CODES & STANDARDS: 1. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS REFERENCED WITHIN, APPLY TO THE DESIGN AND CONSTRUCTION OF THIS PROJECT: a. 2008 INDIANA BUILDING CODE - 2006 INTERNATIONAL BUILDING CODE WITH AMMENDMENTS. b. ASCE 7-05, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES c. ACI 318-05, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE d. AISC, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, MARCH 9, 2005 e. AISC, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, MARCH 18, 2005 f. ACI 530-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES g. ANSI/SDI C1.0-2006, STANDARD FOR COMPOSITE STEEL FLOOR DECK h. ANSI/SDI RD1.0-2006, STANDARD FOR STEEL ROOF DECK TIONS TED SHEAR CONNECTIONS TO DESIGN ONNECTION SHALL (CITY. ) THE SUPPORT ;ENTRICITY. FROM THE MOMENT SABLE OF DEVELOPING VELDS OR MINIMUM 3/4" ICES. ENGINEER OF THE WRITTEN R SHALL PROVIDE (IONS, METAL DECKING: DESIGN LOADS: 1. METAL DECKING SHALL CONFORM TO THE FOLLOWING DESIGNATIONS: 1. OCCUPANCY CATEGORY: IV pSF) (PSF) I PSI. WIND SPEED 2. fED IN 2. SNOW LOADS 30 SHEETS OF DECK CONTINUOUS OVER A MINIMUM OF 3 SPANS. USE HEAVIER GAGE OR INCREASE MATERIAL a. GROUND SNOW LOAD, Pg 20 PSF GTH OF 70 KSI. b. IMPORTANCE FACTOR, Is 1.2 CONTINUOUS SPANS PER SHEET OF DECKING, ACTUAL CONSTRUCTION LOADINGS, AND PRESENCE O c. EXPOSURE FACTOR, Ce 0.9 SHORING. PROVIDE SHORING IF REQUIRED. d. THERMAL FACTOR, Ct 1.0 PROVIDE 5/8" DIAMETER PUDDLE WELDS AT EACH END AND AT INTERMEDIATE SUPPORTS OF DECK UNITS. e. FLAT ROOF SNOW LOAD, Pf 24 PSF SHALL BE PUDDLE WELDS SITE CLASS ARE NOT REQUIRED WHERE HEADED SHEAR STUDS ARE WELDED THROUGH THE DECK. 3. SUPERIMPOSED DEAD AND LIVE LOADS 4. TIONS TED SHEAR CONNECTIONS TO DESIGN ONNECTION SHALL (CITY. ) THE SUPPORT ;ENTRICITY. FROM THE MOMENT SABLE OF DEVELOPING VELDS OR MINIMUM 3/4" ICES. ENGINEER OF THE WRITTEN R SHALL PROVIDE (IONS, METAL DECKING: SUPERIMPOSED 1. METAL DECKING SHALL CONFORM TO THE FOLLOWING DESIGNATIONS: DEAD LOAD pSF) (PSF) COMPOSITE DECKS ASTM A653, Fy = 40 KSI MIN GALVANIZED G60, LINO. WIND SPEED 2. SPECIFIED DECK GAGES ARE MINIMUM, AND HAVE BEEN SELECTED BASED ON UNSHORED CONSTRUCTION AND INDIVIDUAL 30 SHEETS OF DECK CONTINUOUS OVER A MINIMUM OF 3 SPANS. USE HEAVIER GAGE OR INCREASE MATERIAL STRENGTH AS 1.0 REQUIRED TO COMPLY WITH SDI REQUIREMENTS FOR STRESS AND DEFLECTION, BASED ON THE ACTL AL NUMBER OF ±0.55 CONTINUOUS SPANS PER SHEET OF DECKING, ACTUAL CONSTRUCTION LOADINGS, AND PRESENCE O ABSENCE OF 1.0 SHORING. PROVIDE SHORING IF REQUIRED. BUILDING COMPONENTS & CLADDING DESIGN LOADS PER IBC 2006, SECTION 6.5.12.4 3. PROVIDE 5/8" DIAMETER PUDDLE WELDS AT EACH END AND AT INTERMEDIATE SUPPORTS OF DECK UNITS. MAXIMUM IMPORTANCE FACTOR, le SPACING OF WELDS ACROSS WIDTH OF THE UNITS SHALL BE 12" ON CENTER FOR COMPOSITE DECK. PUDDLE WELDS SITE CLASS ARE NOT REQUIRED WHERE HEADED SHEAR STUDS ARE WELDED THROUGH THE DECK. d. 4. LONGITUDINAL EDGES AND SIDE LAPS SUPPORTED BY STEEL MEMBERS SHALL BE FASTENED WITH 5/8' DIAMETER PUDDLE • SHORT PERIOD, Ss WELDS AT A MAXIMUM SPACING OF 24" ON CENTER FOR COMPOSITE DECK ALONG THE LENGTH OF TH PANEL. LONGITUDINAL • 1 -SECOND PERIOD, S1 ADJACENT SIDELAPS WITHOUT STEEL SUPPORT SHALL BE FASTENED WITH MINIMUM SIZE #10 SELF TAPPING SCREWS BETWEEN LONG -PERIOD TRANSITION PERIOD, T1 SUPPORTS AT A MAXIMUM SPACING NOT TO EXCEED 24" ON CENTER FOR COMPOSITE DECK. f. 5. LONGITUDINAL EDGE CLOSURES SHALL BE FASTENED BY TACK WELDING AT A MAXIMUM SPACING OF 4" ON CENTER. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE SHEET METAL SCREWS SHALL NOT BE USED. LATERAL LOAD RESISTING SYSTEM - 6. NO LOADS EXCEEDING 50 POUNDS SHALL BE PERMITTED TO BE HUNG FROM ANY STEEL DECKING. DUCTWORK, PIPING, ETC. 3 SHALL BE HUNG DIRECTLY FROM STRUCTURAL STEEL, SUPPLEMENTARY MEMBERS OR ANCHORS EMBEDDED IN THE 3 CONCRETE. SUPPLEMENTARY MEMBERS, IF USED, SHALL BE PROVIDED AT NO ADDITIONAL COST TOT E OWNER. 7. PROVIDE CONTINUOUS SHEET METAL CLOSURES AT ALL SLAB OPENINGS AND SLAB EDGES AND CONTINUOUS DECK MANUF CLOSURE AT ALL DECK ENDS. BM 8. PROVIDE, AS REQUIRED, ALL RIDGE AND VALLEY PLATES, COLUMN CLOSURES, CANT STRIPS, SUMP P TES AT PIPING BOT PENETRATIONS AND RECESSED SUMP PANS AT ROOF DRAINS. PROVIDE SUPPLEMENTAL FRAMING AT DPENINGS AS MECH/ELECT/PLUMBING REQUIRED FOR SUPPORT OF THE METAL DECK. ALL OPENINGS SHALL BE COORDINATED WITH ARCHI ECTURAL, MIN MECHANICAL, ELCETRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS. CLR 9. SEE SPECIFICATIONS DIVISION 05 FOR ADDITIONAL REQUIREMENTS. MEGAPASCAL (1) WHERE APPLICABLE, DRIFTING SNOW IS IN ADDITION TO THE LOAD SHOWN SUPERIMPOSED LIVE LOAD LOAD TABLE DEAD LOAD pSF) (PSF) a. WIND SPEED 185 MPH ROOF 94 30 (1) WHERE APPLICABLE, DRIFTING SNOW IS IN ADDITION TO THE LOAD SHOWN (2) NO LIVE LOAD REDUCTION JOINT 4. WIND (DESIGN PARAMETERS PER FEMA 361 PROCEDURE) AMERICAN CONCRETE INSTITUTE a. WIND SPEED 185 MPH b. EXPOSURE C c. DIRECTIONALITY FACTOR, Kd 1.0 d. GCpi ±0.55 e. IMPORTANCE FACTOR 1.0 f. BUILDING COMPONENTS & CLADDING DESIGN LOADS PER IBC 2006, SECTION 6.5.12.4 5. SEISMIC ANSI b. IMPORTANCE FACTOR, le 1.5 c. SITE CLASS C d. MAPPED SPECTURAL ACCELERATION ANCHOR ROD LLH • SHORT PERIOD, Ss 0.179 g ARCHITECTURAL • 1 -SECOND PERIOD, S1 0.079 g e. LONG -PERIOD TRANSITION PERIOD, T1 8 sec f. SEISMIC DESIGN CATEGORY C g. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE h. LATERAL LOAD RESISTING SYSTEM - CONCENTRIC BRACED FRAMES i. RESPONSE MODIFICATION COEF, R 3 j. SYSTEM OVERSTRENGTH COEF, Do 3 k. DEFLECTION AMPLIFICATION COEF, Cd 3 ABBREVIATIONS: ABV ABOVE JT JOINT ACI AMERICAN CONCRETE INSTITUTE K KIPS (1000 POUNDS) ACIP AUGERED CAST -IN-PLACE PILES kN KILONEWTON ADD'L ADDITIONAL kPa KILOPASCAL AE AIR -ENTRAINED I LITER AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LBS POUNDS APPROX APPROXIMATELY Ld REINF BAR DEVELOPMENT LENGTH AR ANCHOR ROD LLH LONG LEG HORIZ ARCH ARCHITECTURAL LLV LONG LEG VERT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS LP LOW POINT ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS LTWT LIGHT WEIGHT AWS AMERICAN WELDING SOCIETY m METER B BOTTOM mm MILLIMETER B/ BOTTOM OF MAX MAXIMUM BLDG BUILDING MANUF MANUFACTURER BM BEAM MECH MECHANICAL BOT BOTTOM MEP MECH/ELECT/PLUMBING CJP COMPLETE JOINT PENETRATION MIN MINIMUM CLR CLEAR MPa MEGAPASCAL CLSM CONTROLLED LOW STRENGTH MATERIAL MTL METAL CMU CONCRETE MASONRY UNIT N NEWTON CO CLEAN OUT NLWT NORMAL WEIGHT COL COLUMN (N) NEW CONC CONCRETE OC ON CENTER CONT CONTINUOUS OPNG OPENING COORD COORDINATE OPP OPPOSITE COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE PJP PARTIAL JOINT PENETRATION db REINFORCING BAR DIAMETER PSF POUNDS PER SQAURE FOOT DIA DIAMETER PSI POUNDS PER SQAURE INCH DN DOWN PT POST -TENSION DTLS DETAILS R RISER DWG DRAWING REF REFERENCE DWLS DOWELS REINF REINFORCING OR REINFORCEMENT EA EACH REQ'D REQUIRED EF EACH FACE SCHED SCHEDULE EL ELEVATION SC SLIP CRITICAL ELECT ELECTRICAL SDI STEEL DECK INSTITUTE ELEV ELEVATOR SDL SUPERIMPOSED DEAD LOAD EMBED EMBEDMENT SEC SECONDS EOS EDGE OF SLAB SIM SIMILAR EQ EQUAL SOG SLAB -ON -GRADE EQUIP EQUIPMENT STD STANDARD EW EACH WAY SJI STEEL JOIST INSTITUTE (E) EXISTING STL STEEL EXP EXPANSION STRUCT STRUCTURAL FT FOOT/FEET T TOP OR TREAD FTG FOOTING T/ TOP OF FP FIRE PROTECTION TOF TOP OF FOOTING GALV GALVANIZE TOS TOP OF STEEL GL GRIDLINE THK THICK H HIGH OR HORIZONTAL TMS THE MASONRY SOCIETY HK HOOK TYP TYPICAL HORIZ HORIZONTAL LINO UNLESS NOTED OTHERWISE HP HIGH POINT V VERTICAL HS HIGH STRENGTH VERT VERTICAL HSA HEADED SHEAR ANCHOR W/C WATER-CEMENTITIOUS MATERIAL RATIO IN INCH(ES) W WIDTH IP INFLECTION POINT WD WOOD WP WORK POINT WWR WELDED WIRE REINFORCEMENT CONCRETE MATERIAL SCHEDULE 3000 PSI MAXIMUM BAR SIZE MAX AGGREGATE ENTRAINED OTHER BARS MAXIMUM CASE 1 F'c WATER/ DRY UNIT AGGREGATE CLASS AIR SLUMP'` ±1 CHLORIDE ELEMENT (psi) CEMENTITIOUS(lb/ft-)SIZE WEIGHT 19 DESIGNATION CONTENT (in) CONTENT 28 43 RATIO 30 (in) (ASTM C33) (%) 28 (%) SLAB -ON -GRADE 4,000 0.48 147 3/4 2S N/A 4/8 0.30 FOOTINGS 4,000 0.48 147 3/4 is 5% ±1% 4/8 0.30 CONCRETE WALLS & PIERS 4,000 0.48 147 3/4 3S 5% ±1% 4/8 0.30 SLABS ON STEEL DECK 4,000 0.48 147 3/4 2S N/A 4/8 0.30 INTERIOR CURBS & EQUIP PADS 3,000 0.5 147 3/4 2S N/A 4/8 0.30 TOPPINGS & FILLS 4,000 0.48 115 1/2 5S N/A 4/8 0.30 EXTERIOR SLAB 4,000 0.45 147 3/4 2S 5 1/2%± 1/2% 4/8 0.15 ` VALUES SHOWN ARE MAX SLUMP OF THE CONCRETE AS PLACED WITHOUT SUPERPLASTICIZERS OVER MAX SLUMP IF SUPERPLASTICIZERS ARE USED. [...] THESE VALUES ARE ONLY FOR ELEMENTS PERMANENTLY EXPOSED TO WEATHER, FOR INTERIOR EXPOSURE DELETE AIR CONTENT. REINFORCING BAR DEVELOPMENT LENGTHS (INCHES) 3000 PSI 4000 PSI BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 #3 21 32 15 23 19 28 14 21 #4 28 43 20 30 25 37 19 28 #5 36 53 25 38 31 46 24 36 #6 43 64 30 46 37 56 28 43 #7 62 93 44 67 54 81 42 62 #8 71 107 51 76 62 93 47 71 #9 80 120 57 86 69 104 53 80 #10 89 134 63 95 77 116 59 89 #11 98 147 70 105 85 127 65 98 1. TOP BARS AS DEFINED BY ACI 318-05 2. CASE 1: CLEAR SPACING OF BARS DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db. CASE 2: BARS DEVELOPED OR SPLICED WITH CLEAR COVER AND/OR SPACING NOT MEETING THE REQUIREMENTS OF CASE 1. 3. SPLICE LENGTHS: A. CLASS A TENSION SPLICE = 1.0 Ld, 12 in MIN B. CLASS B TENSION SPLICE = 1.3 Ld, 12 in MIN C. COMPRESSION SPLICE = 30db, 12 in MIN 4. DEVELOPMENT AND SPLICE LENGTH OF EPDXY COATED BARS SHALL BE 1.5 TIMES THE LENGTHS REQUIRED FOR NON-EPDXY COATED REINFORCEMENT. P 215.569.2900 F 215.569.5963 W www.kiingstubbins.com Consultants: Seals: `\���\N� A. . G14 ����/�i/i L %p 1+0.1'011725 %O /GIAI..G`�Ca�� William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 DESIGN DEVELOPMENT 20 JUL 10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: GENERAL NOTES, SCHEDULES AND ABBREVIATIONS Drawing Sheet Number: S-001 Owner's Drawing Sheet No.: A A.5 B C 40' 3" 20'-3" 20'-1 1/2" 20'-1 1/2" T/FDN WALL T/FDN WALL EL. -1'-8" EL. -1'-4" I �g �OGOO i IA V-4 3/4 S-301 S-301 f io PIA P1A - I I I /F�-- M SLOPE DN OL T/SLAB HP EL -7 5/8" P4A (-2 1/2"' F80 P2A (-2 1/2") PROVIDE TURN DOWN SLAB AT PERIMETER PER DTL 9/S-701 - TYP UNO -� P4A (-2 1/2") F80 I , I 1 1 V-3 1/2. h STEPPED 0Q FOOTING I 31'-2" Le 31'-2" [ -4'-0" ] E 1 + S-301 Q� STEPPED FOOTING 39'-3" 4 37'-0" FUTURE G G.7 H COL 39'-6" 2'-8" 71 27'-10" 11'-8" i i I I I I I I i i 1 + + o 0Q 0Q STEPPED FOOTING I I ---- I - r 5-101 -I-E,- '-0" NOTES: 1. REFERENCED TUM ELEVATION 843.15'= TOP OF SLAB ELEVATION 0'-0", UNLESS NOTED OTHERWISE. 2. J 1'-0", UNLESS NOTED OTHERWISE AS (X' -X") FROM REFERENCE DATUM. L _'_ J 3. I = 4-0", UNLESS NOTED OTHERWISE AS [X' -X'7 FROM REFERENCE DATUM. I ` I P1 I I P1 I S-001 FOR GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS. I 1 I ( REFER TO DRA 1 JP1 7. 1-5'-6" ] NG S-601 FOR FOOTING AND PIER SCHEDULES AND DETAILS. - F60 REFER TO DRA F50 L FOR ALL FLOOR I P4 I MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS. 10. ALL FOOTINGS I I P4 I I P4 BASE PLATES S I I P5 I 1 1 12. SOG 1 - DE NOTES 6" NORMAL WEIGHT SLAB -ON -GRADE REINFORCED WITH 1 6x -W4.0xW4.0 WWR OVER VAPOR RETARDER OVER 6" COMPACTED POROUS 1 i F80 -BF 111 I0 13. SOG 2 - DE t F90 6x 11 ( I I L OVER COMPACTED SUBGRADE. I G1 - DE NOTES 1 1/4" x 1/8" BEARING GALVANIZED STEEL BAR GRATING AT 1 3 16" OC. 15. BF.. - DE qOTES LATERAL BRACED FRAME. [ 0 7 16. P.. - DE [4-0"] I- - -J--- -F110-BF ---�--- F120A-BF ---� F120A-BF POUR ALONG PERIMETER TO MATCH OUTSIDE EDGE OF SLAB OR WA LL. 18. F.. - DE 140TES SPREAD FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING. 19. 9 OTES DIMENSION TO BE COORDINATED WITH MECHANICAL UNIT. 20. REFER TO ARC ITECTURAL DRAWINGS FOR DIMENSIONS LOCATING SLAB DEPRESSIONS, 91 11 PITS, TRENCHE AND WALLS. 1 1 v I 11 3 CONTROL JT - TYP I SLOPE� DN I m STEPPED I(A I S-301 T/SLAB LP T/SLAB HP FOOTING Cl) m m m EL -8 1/4" EL -4" I 11 1 STEPPED 1 FOOTING o 1 I V 0Q Fs 2 I D+ �Q III I SOG 1 � - Z°o/,,011bo}o�t u 1 - - �Q`o F h 6'-6'o+ 1- I- I�I I T/SLAB I I ISOLATION JT @ 1 - - - - - --- - - - - j -- - �t� - - - - - EL -3'-0" - - -�-- - - - COLUMN - TYP- - - - - - - 1 I I - - - - I I r 1 P4 I I II I I I J 1 I P4 1 I I P4 I 1 1 P11 �-- L -J II I IP2 l l i, 9" THICK MIN EXT EQUIP PAD - I F80 -BF III I L- I J I F110 �- I I REFER TO TYP DETAIL ON S-701 I STEPPED - - I I [-6'-0"] - - - - -I F130 L 1 - COORD W/MEP & ARCH DWGS ( FOOTING III I [ -6 0 l 140 ,_ , 1 FOR LOCATION Jill [-6 0'] Ili ISOLATION JOINT @ 1 I 3 0 l I U- `° I I m l m PAD PERIMETER s-301 " o° I CD I I I I I 1 �o F1400� I I/lb I oo u ( �.� STEPPED [ 7 1 `*' tK T/PAD I ��+ F I - - �Q FOOTING _ _ _ _ _ - - - - - - - I 1 III14 EL 0" TYP 0Q I I 1 STEPPED 1 I I I I I I 1 \ BF5 I I FOOTING 1 1 I oo - - -ISOLATION JOINT PIER PERIMETER @ --- - - - I I - _ - I - - - 1 _ - - ---- - - - - _ _ - - - _ _ _ - -_- ---[� - - - - - - —�6 5 - - ----- - ----Z--�-� - �.o+ S� Q� Q� h Qry 1 -TYP I 41 ( __T °° P4 1 I [4_0��] _=I_�_J- o P2 1 ILID _- ( 1 ��[- 1 - -0'j 1 ;-------- I 7 r----�---- 0Q 7 --------� r �4'�' I I I I P4 1 JN T/PIT 1 1 I I I I I 1 o o I EL -3'-0" 1 I I o f 5' -0"x12' -0"x2'-0" I I S-301 I 1 S-301 I - ~ _ - J F120 - - - - I I I- I I 1 - F90 - - I L - - - - - - I I - - J F140 [-4'-0'7 3 fO 5=391 00 I u L - - — J I I _-- I - .. - T/PIT 1 FOOTING W/#7 @ 12" 1 I EW BOT [ -1'-0" ] - - ---� F150 I N — — [-6 -0r -------��- 1 ----- _— — — BF6 P2 [ -1'-0" ] 1 _ -_�_- — — — — — — — — ---------- 1 - BF6 ( P4 [ -2'-6" __--=- -=1 ______ --- I 1 I P 1 1 EL -8'-0" STEPPEDSTEPPEDFUELSTORAGE ::�i :�i- I m i I I m I I 10'-0 �� [a -01t I I -' SEE PARTIAL PLAN � I 2/S-101 FOR SLAB TANKTANUP ORT -) I 1 I F140 FOOTING O_ i F 236] FOOTING NF 1 AT EL 0'-0" t - _ _ - 120 160 KIPS MAX - 1 1 W10x15 GALV I 1 1I tk �Q r- I-- tx QQ S-301 6-"J -' o l N S-301 1�_p� * - TYP T/PIT TYP L5x3x3/8" LLV 1 I � i 1 SOG 1 I 1 11'-0'. * I - - EL -2'-0" GALV TYP I• i I I I i1 P2 I N I STEPPED FTG I ( 6 T/GRATING EL 0" SEE TRENCH I 1 DETAIL ONRS G 1 L_ j-- J S-301 5 0 T/TRENCH TYP I I I F110 I I 7 I I S-301 MECH UNIT 3500# EL -2'-0" I I i SOG 1 I TYP FUEL STORAGE -1111 1 j 11 III TANK SUPPORTrn� 1 �,� ho �I 1 1 1 It TANK WT 11160 1 1 1 1 I I m �ti �ti „ + s -0x12 -0x1 -o 11 11 I_ ,��- FOOTINGW/#5 12"STEPPED KIPS MAX I I I Qo Qo Qo @ BOT 11 �L o+o�� FOOTING r� ---- I Pi o+rO� ��. I S-301----°+00 Pi ------ - I 1 PIA I-21/2") - - - �- - PIA - - 91 - u - - �p+� Q.�- I �Qti ---- [ �,_p„ ] -----_-- I - ----�-- I OQti ------ [ _o„ ] I ----- P1$I- -J1�- I1 1 SEE ARCH - '-- L --! -- - v2) P1A1 1- - 1 1 _____ ________ ________ _____ -- �� 1 I1 i TD/SLABEWG F- -T (-2 1/2") 1 , 4 1 l 1 1 P1 I l I I P11 1 I u I P� I 11 1 I Pi I I I I I 7NJ S-301 I P�1 1 10Q I �- I Pr 1 SP1 -------- I --- I -- l r -� -I - - - r, 1 - - 1 L P1 - - - -- - 1L-- - -� I- - - --� -1 - coF60 �F50 -4'-0" ] is °+°+ F80 STEPPED r FOOTING T/FDN WALL C81 [-4'-0'7 2A S-301 E I � _L3x3x1/4 DECK Sl o Inoil 1 CONN TO FDN WALL `r' I I W/ 3/4" DIA GALV STL DRILL & EPDXY AHRS @ 2'-0" OC MAX > > L6x4x5/16 LLV - REFER L-4 TO 5/S-301 FOR CONN INFO It 9 2S-301 PARTIAL PLAN S-101 SCALE: 1/8" = 1'-0" NOTES: 1. S1' - DENOTES 2 1/2" NORMAL WEIGHT CONCRETE TOPPING ON 3" - 18 GAGE COMPOSITE METAL DECK (TOTAL DEPTH = 5 1/2") REINFORCED WITH 6x6-W2.9xV\2.9 WWR. 9/15!2010 1:32:37 PM C:\Local Revit Files\Midwest CDC185609807 Midwest CDC Structural 2010 09 13 RConnor.M [ 4-0" ] is io [ -4'-0" l I C81 [-4'-0'7 [ -6'-6" ] STEPPED FOOTING zo F40 [-4'- 0 7 STEPPED FOOTING C81 2A [-4'-0"] I S-301 8'-7" p 00 TNVALL EL 6"F80 F110 F100 12'-0" 12'-0" 6'-8" 12'-0" 1 S-301 C�80 / 1 S-31 C81 tk� C? C80 I 4 S-301 KLinG STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: COMBINED FOOTING DESIGNED FOR FUTURE COLUMN LOAD W/ TRIBUTARY WIDTH OF 30'-0" IN EW DIRECTION SEE ARCH DWG FOR T/SLAB EL I I . C60 Seals: �t William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 -J DESIGN DEVELOPMENT 20 JUL 10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: FOUNDATION/ SLAB -ON -GRADE PLAN Drawing Sheet Number: S-101 Owner's Drawing Sheet No.: FOUNDATION/SLAB-ON-GRADE PLAN 5-101 SCALE: 1/8" = '-0" NOTES: 1. REFERENCED TUM ELEVATION 843.15'= TOP OF SLAB ELEVATION 0'-0", UNLESS NOTED OTHERWISE. 2. TOP OF PIER = 1'-0", UNLESS NOTED OTHERWISE AS (X' -X") FROM REFERENCE DATUM. 3. TOP OF FOOTING = 4-0", UNLESS NOTED OTHERWISE AS [X' -X'7 FROM REFERENCE DATUM. 4. TOP OF WALL = 1'-0", UNLESS NOTED OTHERWISE FROM REFERENCE DATUM. 5. REFER TO DRAWING S-001 FOR GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS. 6. REFER TO DRA NG S-201 FOR LATERAL BRACE FRAME ELEVATIONS AND DETAILS. 7. REFER TO DRA NG S-601 FOR FOOTING AND PIER SCHEDULES AND DETAILS. 8. REFER TO DRA NG S-701 FOR TYPICAL CONCRETE SECTIONS AND DETAILS. 9. FOR ALL FLOOR SLOPES, DRAINS, PADS, CURBS AND DEPRESSIONS NOT SHOWN REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS. 10. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, UNLESS NOTED OTHERWISE. 11. BASE PLATES S ALL BE TYPE BP1, UNLESS NOTED OTHERWISE. 12. SOG 1 - DE NOTES 6" NORMAL WEIGHT SLAB -ON -GRADE REINFORCED WITH 6x -W4.0xW4.0 WWR OVER VAPOR RETARDER OVER 6" COMPACTED POROUS FI L OVER COMPACTED SUBGRADE. 13. SOG 2 - DE NOTES 6" NORMAL WEIGHT SLAB -ON -GRADE REINFORCED WITH 6x -W4.0xW4.0 WWR OVER VAPOR RETARDER OVER 12" COMPACTED POROUS FI L OVER COMPACTED SUBGRADE. 14. G1 - DE NOTES 1 1/4" x 1/8" BEARING GALVANIZED STEEL BAR GRATING AT 1 3 16" OC. 15. BF.. - DE qOTES LATERAL BRACED FRAME. 16. P.. - DE 140TES CONCRETE PIER, SEE SCHEDULE FOR SIZE AND REINFORCING. 17. P..A - DE 140TES P.. PIER PER SCHEDULE ON DRAWING S-601 WITH ADDITIONAL CONCRETE POUR ALONG PERIMETER TO MATCH OUTSIDE EDGE OF SLAB OR WA LL. 18. F.. - DE 140TES SPREAD FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING. 19. * - DE OTES DIMENSION TO BE COORDINATED WITH MECHANICAL UNIT. 20. REFER TO ARC ITECTURAL DRAWINGS FOR DIMENSIONS LOCATING SLAB DEPRESSIONS, PITS, TRENCHE AND WALLS. TNVALL EL 6"F80 F110 F100 12'-0" 12'-0" 6'-8" 12'-0" 1 S-301 C�80 / 1 S-31 C81 tk� C? C80 I 4 S-301 KLinG STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: COMBINED FOOTING DESIGNED FOR FUTURE COLUMN LOAD W/ TRIBUTARY WIDTH OF 30'-0" IN EW DIRECTION SEE ARCH DWG FOR T/SLAB EL I I . C60 Seals: �t William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 -J DESIGN DEVELOPMENT 20 JUL 10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: FOUNDATION/ SLAB -ON -GRADE PLAN Drawing Sheet Number: S-101 Owner's Drawing Sheet No.: A A.5 B 40' 3" 20'-3" 20'-1 1/2" 20'-1 1/2" I I I I I I I I 5 I S-311 WIND POST, TYP @ 4 LOCS. 2'-2" CONN TO BOT OF BEAM WNERT SLOTTED CONN. I ULTIMATE HORIZ DESIGN Ru=15k LOAD IN NS DIRECTION = 15K HSS16x16x3/8 41 W21 x44 10' Mr C — — — O X 0 N O M X 3 - � C? T/GRATING EL 12'-4" F- T/STEEL EL 12'-2 3/4" 0 N O M Cn 4 � 4 S-311 N O X 4.8-- - - - - - Ru=15k 1 I I to _ N ING PLAN X O CO N W10x15 n W10x39 NOTES: 1 vX I O LO W10x39 X '� It tOX n X W10x39 I 0 co X �j > C14 > REFER TO DRAWIN IT W10x15 4. REFER TO DRAWING) I � 5. W10x39 S-311 FOR STEEL SECTIONS AND DETAILS. 6. REFER TO DRAWINGS W30x90 7. REFER TO DRAWN S-721 FOR TYPICAL METAL DECK SECTIONS AND DETAILS. W10x39 8. I TION OF ALL ROOF OPENINGS, REFER TO MECHANICAL, � I ELECTRICAL, PLUMI I7 I W10x39 L BE EQUALLY SPACED BETWEEN COLUMNS, UNLESS NOTED LL - 10. S1 - DENOTES �� I m C7 COMPOSITE 0 I 6x6- .9xW2.9 WWR. M X 11. G1 - DENOTES 1 1/4" x 1/8" BEARING GALVANIZED STEEL BAR GRATING AT IT .�, OC. 12. BF.. - DENOTES LATERAL BRACED FRAME W10x39 13. [...] - DENO ES NUMBER OF 3/4" DIA x 4 1/2" LONG HEADED SHEAR CONNECTORS Vol, 3 OTHERWISE. INSTALL MINIMUM 1 STUD PER FOOT UNLESS NOTED OTHERWISE. -311 14. (...) - DENOTES W30x9 15. - DENOTES F-, W10x39 16. - DENOTES MOMENT CONNECTION. 17. Ru - DENOTES I I W10x39 = IS PERPENDICULAR TO BUILDING FACADE. DESIGN HSS CONNECTION m LUMN TO RESIST REACTION INDICATED. � I o M 1 ir W10x39 1 W30x90 1 W1 0x39 I W10x39 0 co X T W10x39 I - - - - LID O Ru=15k HSS16x16x3/8 I 9!15/2010 1:32:38 PM C:\Local Revit Files\Midwest CDC\85609807 Midwest CDC Structural 2070 09 13 RConnor.rvt W10x15 M ch LL C14 ImC14N N 1 W10x15 XIN X N 31'-2" W21 x50 N O X D 2( 1 I I �LL N N ING PLAN N CO N W10x15 n N NOTES: 1 vX I O LO SEE PLAN FOR TOP X '� It tOX n X N C14 3 �j > C14 > REFER TO DRAWIN >X C14 > W10x15 4. REFER TO DRAWING) S-201 FOR LATERAL BRACE FRAME ELEVATIONS AND DETAILS. 5. 31'-2" W21 x50 N O X D 2( 31'-2" W21 x50 KLinG STUBBInS FUTURE 2301 Chestnut Street E F G G.7 H (COL Philadelphia, Pennsylvania 19103 39'-3" 37'-0" 39'-6" 2'_8" P 215.569.2900 F 215 569 5963 N X IT W21 x50 N X IT W24x76 [54] S1 N X v Im O I Z W10x15 v 1 N w 0 M W21 x50 [22] + TYP I_ I o ct INXM U- � m N N I 3� 1 W10x15 CV W10x15 M O Ru=28k 1 I I �LL N N ING PLAN N CO 1 X N NOTES: 1 vX I LO SEE PLAN FOR TOP LID It 2. TOP OF STEEL = 5 112" N C14 3 FROM REFERENCE DATUM. > 31'-2" W21 x50 KLinG STUBBInS FUTURE 2301 Chestnut Street E F G G.7 H (COL Philadelphia, Pennsylvania 19103 39'-3" 37'-0" 39'-6" 2'_8" P 215.569.2900 F 215 569 5963 N X IT W21 x50 N X IT W24x76 [54] S1 N X v Im O I Z W10x15 v 1 N w 0 M W21 x50 [22] + TYP I_ I o ct INXM U- � m N N I 3� 1 W10x15 CV W10x15 M O Ru=28k 0 X 0 O X N N C -01O to to cc W27x84 [38] W27x84 [38] all - _ BF5 BF5 _ _ W30X 9 (52] 1 PROVIDE CHANNELS AT COMPOSITE DECK OPENING TYP - SEE DTL 5/S-711 FOR ADDL INFO N CV CVLO M O O O O CV O X X X X X X > X C14 C14 C14 C14 C14 > r ?: 3:N NN X d 3 N x W10x15 W10x19 TYP 314 I a I MX LL X M r 'mcN—N W10x15 Ru=15k, TYP HSS12x12x5/16 HSS12x12x5/16 HSS8x8x1/4 @ HSS8x8 Ru=22k (16'-0") Ru=22k Ru=22k (16'-0") Ru=22k (21'-6") Ru=15k Ru=28k I HSS16x8x1/2 LLH (19'-2") apt f4 Q W21 x44 [14] 0 W21 x50 [43] W21 x50 [43] Ru=15k HSS12x12x5/16 (13'-6") Ru=15k Ru=22k HSS12x12x5/16 (13'-6") Ru=22k Ru=22k = . HSS12x12x5/16 (1 '-6") Ru=22k _ . HSS8x8x1/4 1 W24x76 [40] QOM QOM O Ru=15k, TYP PRECAST BARRIER COL, TYP @ 3 o O (13'-6") WIND POST HSS8x8x3/8 (9'-0") LOCS. CONN TO BOT OF BEAM W/ BELOW HSS16x8 VERT SLOTTED CONN. ULTIMATE HORIZ DESIGN LOAD IN NS 5 DIRECTION = 30K S-311 1 I I �LL LL Im 1 ING PLAN N CO 1 X N NOTES: 1 vX 0 X 0 O X N N C -01O to to cc W27x84 [38] W27x84 [38] all - _ BF5 BF5 _ _ W30X 9 (52] 1 PROVIDE CHANNELS AT COMPOSITE DECK OPENING TYP - SEE DTL 5/S-711 FOR ADDL INFO N CV CVLO M O O O O CV O X X X X X X > X C14 C14 C14 C14 C14 > r ?: 3:N NN X d 3 N x W10x15 W10x19 TYP 314 I a I MX LL X M r 'mcN—N W10x15 Ru=15k, TYP HSS12x12x5/16 HSS12x12x5/16 HSS8x8x1/4 @ HSS8x8 Ru=22k (16'-0") Ru=22k Ru=22k (16'-0") Ru=22k (21'-6") Ru=15k Ru=28k I HSS16x8x1/2 LLH (19'-2") apt f4 Q W21 x44 [14] 0 W21 x50 [43] W21 x50 [43] Ru=15k HSS12x12x5/16 (13'-6") Ru=15k Ru=22k HSS12x12x5/16 (13'-6") Ru=22k Ru=22k = . HSS12x12x5/16 (1 '-6") Ru=22k _ . HSS8x8x1/4 1 W24x76 [40] QOM QOM O Ru=15k, TYP PRECAST BARRIER COL, TYP @ 3 o O (13'-6") WIND POST HSS8x8x3/8 (9'-0") LOCS. CONN TO BOT OF BEAM W/ BELOW HSS16x8 VERT SLOTTED CONN. ULTIMATE HORIZ DESIGN LOAD IN NS 5 DIRECTION = 30K S-311 i� N to Ln X c0 to M X 00 W24x76 [50] HSS16x16x3/8 (12'-0") N X W24x76 [ O X m W27x84 r BI v M U') M X 00 I I I I Ru=28k Ru=28k ROOF �LL FRAN ING PLAN S-102 SCALE: 1/8" = 1'-0' N NOTES: f� I 1. SEE PLAN FOR TOP OF SLAB ELEVATION MEASURED FROM REFERENCE DATUM. It 2. TOP OF STEEL = 5 112" BELOW TOP OF SLAB ELEVATION, UNLESS NOTED OTHERWISE THUS (X' -X") MEASURED FROM REFERENCE DATUM. 3. REFER TO DRAWIN S-001 FOR GENERAL NOTES, DESIGN CRITERIA AND ABBREVIATIONS. 4. REFER TO DRAWING) S-201 FOR LATERAL BRACE FRAME ELEVATIONS AND DETAILS. 5. REFER TO DRAWING S-311 FOR STEEL SECTIONS AND DETAILS. 6. REFER TO DRAWINGS -711 FOR TYPICAL STEEL SECTIONS AND DETAILS. 7. REFER TO DRAWN S-721 FOR TYPICAL METAL DECK SECTIONS AND DETAILS. 8. FOR SIZE AND LOC TION OF ALL ROOF OPENINGS, REFER TO MECHANICAL, ELECTRICAL, PLUMI 3ING AND ARCHITECTURAL DRAWINGS. 9. FILLER BEAMS SHA L BE EQUALLY SPACED BETWEEN COLUMNS, UNLESS NOTED OTHERWISE. 10. S1 - DENOTES �� 2 1/2" NORMAL WEIGHT CONCRETE TOPPING ON 3" - 18 GAGE COMPOSITE METAL DECK (TOTAL DEPTH = 5 1/2") REINFORCED WITH 6x6- .9xW2.9 WWR. 11. G1 - DENOTES 1 1/4" x 1/8" BEARING GALVANIZED STEEL BAR GRATING AT �� 1 3/16" OC. 12. BF.. - DENOTES LATERAL BRACED FRAME 13. [...] - DENO ES NUMBER OF 3/4" DIA x 4 1/2" LONG HEADED SHEAR CONNECTORS SPACE D UNIFORMLY ALONG BEAM, STARTING FROM ENDS, UNLESS NOTED OTHERWISE. INSTALL MINIMUM 1 STUD PER FOOT UNLESS NOTED OTHERWISE. 14. (...) - DENOTES GIRDER OR BEAM MIDSPAN CAMBER. 15. - DENOTES DIMENSION TO BE COORDINATED WITH MECHANICAL DRAWINGS. 16. - DENOTES MOMENT CONNECTION. 17. Ru - DENOTES DENOTES FACTORED HORIZONTAL REACTION OF HSS MEMBERS. FORC = IS PERPENDICULAR TO BUILDING FACADE. DESIGN HSS CONNECTION TOC LUMN TO RESIST REACTION INDICATED. i� N to Ln X c0 to M X 00 W24x76 [50] HSS16x16x3/8 (12'-0") N X W24x76 [ O X m W27x84 r BI v M U') M X 00 I I I I Ru=28k Ru=28k 58] .6 . 25 Ru_28k Ru=28k HSS16x8x1/2 LLH (19'-2") a W24x62 [36]- W24x62 [36] I CV M M r T Ul) LO LO 00 I 00 I 00 Ru=28k I I 1A S-311 27'-10" 11'-8" W www.klingstubbins.com I I Consultants: I I I I I W24x55 50 T/SLAB HP HSS16x16x3/8 (12'-0") Ru=28k EL 24-6 1/2" N �i �I W27x8. f0 X t0 W21 x50 [57] BF6 W18x40 [42] 1 S-311 'v M LO 0 X 00 W10x15 Seals: eta}` •°• r 11111011725 S-311 - ; {c 04 X 0 .r STATE Of ' Q W10x15 ����/JJ111111111��� I [39] William A. Gillespie, IN License No. PE11011725 Y General Notes: N N 3 I 1A S-311 0"! W10x15 1 � CV X X cc 00 W10x15 X N rn 1 Y N N11 1 ® W16x26 o W10x15 M o W10x15 Cn CV 7'-2" . W10x15 W10x15 1 o_ � - X W CO iV 22" x 22" X OPNG C W10x15 = 2 W10x15 0 S-311 ,�, W10x15 Project Title: to 00 X X > >_ Confidential Client > > CX co CDC W10x15 2" EOG TYP. W10x15 22" x 22" OPNG W10x15 6'-7„' This document contains Protected Critical Infrastructure I N Information. In accordance with the provisions of the Critical o Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., lt is CIO W10x15 o exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. W16x26 *E/L SLAB LP Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and 22'-5 1/2” disseminated in accordance with the Critical Infrastructure 2'- 0" Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. I I Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 DESIGN DEVELOPMENT 120JUL10 Key Plan: Project North CAD File: 85609807 Midwest CDC Structural Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: ROOF FRAMING PLAN Drawing Sheet Number: S-102 Owner's Drawing Sheet No.: �LL Im 1 N N f� I It v 1 58] .6 . 25 Ru_28k Ru=28k HSS16x8x1/2 LLH (19'-2") a W24x62 [36]- W24x62 [36] I CV M M r T Ul) LO LO 00 I 00 I 00 Ru=28k I I 1A S-311 27'-10" 11'-8" W www.klingstubbins.com I I Consultants: I I I I I W24x55 50 T/SLAB HP HSS16x16x3/8 (12'-0") Ru=28k EL 24-6 1/2" N �i �I W27x8. f0 X t0 W21 x50 [57] BF6 W18x40 [42] 1 S-311 'v M LO 0 X 00 W10x15 Seals: eta}` •°• r 11111011725 S-311 - ; {c 04 X 0 .r STATE Of ' Q W10x15 ����/JJ111111111��� I [39] William A. Gillespie, IN License No. PE11011725 Y General Notes: N N 3 I 1A S-311 0"! W10x15 1 � CV X X cc 00 W10x15 X N rn 1 Y N N11 1 ® W16x26 o W10x15 M o W10x15 Cn CV 7'-2" . W10x15 W10x15 1 o_ � - X W CO iV 22" x 22" X OPNG C W10x15 = 2 W10x15 0 S-311 ,�, W10x15 Project Title: to 00 X X > >_ Confidential Client > > CX co CDC W10x15 2" EOG TYP. W10x15 22" x 22" OPNG W10x15 6'-7„' This document contains Protected Critical Infrastructure I N Information. In accordance with the provisions of the Critical o Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., lt is CIO W10x15 o exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. W16x26 *E/L SLAB LP Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and 22'-5 1/2” disseminated in accordance with the Critical Infrastructure 2'- 0" Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. I I Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 DESIGN DEVELOPMENT 120JUL10 Key Plan: Project North CAD File: 85609807 Midwest CDC Structural Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: ROOF FRAMING PLAN Drawing Sheet Number: S-102 Owner's Drawing Sheet No.: 4 3 2 24'-0" 24'-0" , ABF1 ELEVATION AT COLUMN LINE A S-201 SCALE: 1/8" = 1'-0" NOTES: 1. BRACE FORCES INDICATED ARE FACTORED LOADS. 2. (C) - DENOTES COMPRESSION FORCE. 3. (T) - DENOTES TENSION FORCE. BEAM - SEE PLAN TYP T/STEEL EL SEE PLAN COLUMN - SEE PLAN TYP T/PIER EL SEE PLAN C D E EBF5 ELEVATION AT COLUMN LINE 3 S-201 SCALE: 1/8" = 1'-0" 5 25'-5" 4 3 24'-0" 7 EQ EQ EQ Ik ti CA lof s icy % jVtkk"Z) �, 'S��T I sYr�J � I— �rx y ��N cl� o+moI 17 I I � BBF2 ELEVATION AT COLUMN LINE B S-201 SCALE: 1/8" = 1'-0" F 'I T/STEEL EL SEE PLAN i i i T/PIER EL SEE PLAN i EQ 37'-0" EQ T/STEEL EL SEE PLAN T/STEEL EL SEE PLAN T/PIER EL SEE PLAN FBF6 ELEVATION AT S-201 SCALE: 1/8" = 1'-0" NON -SHRINK GROUT NOTE: 1. CONNECTION DESIGN, PLATES, BOLTS AND WELDS SHALL ACCOUNT FOR ANY ECCENTRICITIES. BRACE CONNECTION AT COLUMN WEB S-201 SCALE: NTS 9/75/2010 1:32:40 PM C:\Local Revit Files\Midwest CDC185609807 Midwest CDC Structural 2010 09 13 RConnor.M 27'-10" 3 2 1 G. EQ BF3 ELEVATION AT COLUMN LINE E S-201 SCALE: 1/8" = 1'-0" 'I i GUSSET PLATE (t = 1/2" MIN) SEE PLAN COORDINATE GUSSET PLATE i 19103 TYPICAL -WELD TO SIZE AND CONFIGURATION WITH STEEL COLUMN �C,+o DEVELOP BRACING ARCH & MECH REQUIREMENTS — �s ,o DESIGN FORCE SHOWN J ON ELEVATIONS i WELD TO DEVELOP / WELD TO DEVELOP BRACE DESIGN IV BRACE DESIGN / /� FORCE VERTICAL FORCE VERTICAL / COMPONENT COMPONENT DIAGONAL BRACE - SEE ELEVATION FOR SIZE & DESIGN FORCES STEEL COLUMN WELD TO DEVELOP / BRACE DESIGN I / / FORCE HORIZONTAL / I/ GUSSET PLATE (t = 1/2" MIN) ERECTION BOLT COMPONENT I / / COORDINATE GUSSET PLATE SIZE o / AND CONFIGURATION WITH ARCH / & MECH REQUIREMENTS W.P. I W.P. ERECTION BOLT T/FOOTING OR BASE PLATE & ANCHOR BOLTST/FOOTING OR T/PIER EL - SEE COLUMN BASE PLATE Alk T/PIER EL SEE FOUNDATION PLAN DETAIL SEE FOUNDATION PLAN NON -SHRINK GROUT NOTE: 1. CONNECTION DESIGN, PLATES, BOLTS AND WELDS SHALL ACCOUNT FOR ANY ECCENTRICITIES. BRACE CONNECTION AT COLUMN WEB S-201 SCALE: NTS 9/75/2010 1:32:40 PM C:\Local Revit Files\Midwest CDC185609807 Midwest CDC Structural 2010 09 13 RConnor.M 27'-10" 3 2 1 G. EQ BF3 ELEVATION AT COLUMN LINE E S-201 SCALE: 1/8" = 1'-0" 'I i T/STEEL EL SEE PLAN kP i 19103 0 0 P 215.569.2900 �C,+o F 215.569.5963 �s ,o W www.kiingstubbins.com J i T/PIER OR FOOTING EL i SEE PLAN COLUMN LINE 3.3 DIAGONAL BRACE - SEE ELEVATION FOR SIZE & DESIGN FORCES / I TYPICAL - WELD TO / I / DEVELOP BRACING / DESIGN FORCE / SHOWN ON ELEVATION I / / WELDS TO DEVELOP BRACE DESIGN FORCE HORIZONTAL COMPONENT NOTE: 1. CONNECTION DESIGN, PLATES, BOLTS AND WELDS SHALL ACCOUNT FOR ANY ECCENTRICITIES 2. BRACING SHOWN IS SCHEMATIC, S E BRACING ELEVATIONS FOR MEMBER TYPE AND SIZE 2BRACE CON ECTION AT COLUMN FLANGE S-201 SCALE: NTS BASE PLATE & ANCHOR BOLTS - SEE COLUMN BASE PLATE DETAIL NON -SHRINK GROUT 4 26'-3" EQ EQ +'`�� tiss +7 Q i OIL T/STEEL EL SEE PLAN T/STEEL EL OIL SEE PLAN 2 1 KLinG STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.kiingstubbins.com T/STEEL EL Consultants: SEE PLAN T/PIER OR FOOTING EL SEE PLAN �DBF4 ELEVATION AT COLUMN LINE G S-201 SCALE: 1/8" = 1'-0" T/STEEL EL SEE PLAN Seals: ,��' • G % S T F,9 • tS,O �r ►40.110 7 �0 / A L �O 1`!!!!0%G William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC T/PIER EL T/PIER EL SEE PLAN SEE PLAN This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing GBF7 ELEVATION AT COLUMN LINE B HBF8 ELEVATION AT COLUMN LINE F Regulation, 6 C.F.R. Part 29 and PCII Program requirements. 5-201 SCALE: 1 /8" = 1'-0" S-201 SCALE: 1/8" = 1'-0" GUSSET PLATE (t COORDINATE GUS SIZE AND CONFIGI WITH ARCH & MEC REQUIREMENTS TYPICAL - WELD TO DEVELOP BRACING DESIGN FORCE SHOWN ON ELEVATION NOTES" 1. CONNECTION DESIGN, PLATES, BOLTS AND WELDS SHALL ACCOUNT FOR ANY ECCENTRICITIES 2. BRACING SHOWN IS SCHEMATIC, SEE BRACING ELEVATIONS FOR MEMBER TYPE AND SIZE 3CONCENTRIC BRACE CONNECTION S-201 SCALE: NTS .R ERECTION BOLT BRACING DESIGN FORCES SHOWN ON ELEVATIONS DIAGONAL BRACE - SEE ELEVATION FOR SIZE & DESIGN FORCES Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 DESIGN DEVELOPMENT 20 JUL 10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: BRACED FRAME ELEVATIONS AND DETAILS Drawing Sheet Number: S-201 Owner's Drawing Sheet No.: PRECAST CONC PANEL -SEE ARCH DWGS — FINISH GRADE - SEE SITE/CIVIL DWG 1/1ASECTION #4 COI -TYP #4 @ 1 T-0" MF.I #5@1 V-8 3/4" 7" RIGID INSULATION - SEE ARCH DWGS SOG - SEE PLAN I I T/SLAB EL l x — x SEE PLAN I � HAUNCHED SLAB EDGE - SEE NOTE 1 #4 @ 12" HEF #5 @ 12" VEF 4 - #4 CONT V-0" @ SECTION 1 8". @ SECTION 1A S-301 SCALE: 1/2" = 1'-0" NOTES: 1. ALTERNATE: 12" WIDE HAUNCHED SLAB EDGE IF SLAB IS POURED BEFORE PRECAST CONCRETE PANEL IS INSTALLED. SADDLE & WALL .6 SECTION S-301 SCALE: 1/2" = 1'-0" 9/15/2010 1:32:42 PM C:Iocal_Revit_Files\Midwest_CDC\85609807_Midwest CDC_Structural_2010 09 13 RConnor.rvt FUELSTORAGE TANK SADDLE - SEE MECH DWGS ISOLATION JOINT -TYP SOG - SEE PLAN T/SLAB EL SEE PLAN T/FOOTING EL SEE PLAN SEE PLAN FOR FOOTING INFO COL �3'-0" C L #4 @ 12" #4 @ 12" 1'-8 3/4" 6„— 6„� 3'-0” SEE #4 CONT SOG - SEE PLAN SOG -SEE PLAN PLAN T/SLAB EL Adk T/SLAB EL SEE PLAN SEE PLAN ”— ` `— 0 SEE SECTION 1/S-301 , FOR WALL & FOOTING INFO #4 @ 12" HEF #5 @ 12" VEF 0 1'-0" @ SECTION 1 811. @ SECTION 1A 2'-6" 2/2ASECTION AT DOOR OR LOUVER S-301 SCALE. 1/2 = V-0" WALL & FTG PRECAST CONC OR CMU WALL - ii SEE ARCH DWGS #4 @ 12" SOG - SEE PLAN 6'-0" LONG � T/SLAB EL "—" —"—"—" SEE PLAN 0 NO WALL AT #5 @ 12" VEF T/FOOTING r#4 EL -1'-0" @ 12" HEF T/FOOTING EL SEE PLAN 3 - #4 CONT Iw�!l�Itll 7 SECTION S-301 SCALE: 1/2" = 1'-0" 3 - #4 CONT 3SECTION S-301 SCALE. 1/2 = 11-011 #4 CONT PROVIDE BRACING FOR WALL UNTIL SLAB IS PLACED ISOLATION JOINT WATERSTOP SOG - SEE PLAN T/SLAB EL — X_ x SEE PLAN T/FOOTING EL SEE PLAN 0 COL) SEE '-0" PLAN COLUMN - SEE PLAN T/PIER EL SOG - SEE PLAN SEE PLAN 4. T/SLAB EL —"—"—x—x—x VARIES - SEE PLAN CONC PIER - SEE PLAN & SCHEDULE T/FOOTING EL SEE PLAN FOOTING - SEE PLAN 8 SECTION S-301 SCALE: 1/2" = 1'-0" H G. V-8 3/4" 1'-8" V PRECAST CONC PANEL - SEE ! ARCH DWGS — I � I I FINISH GRADE - SEE SITE/CIVIL DWGS —x—x—x ifl SEE SECTION 1/S-301 FOR WALL & FOOTING INFO 0 81, 11-01, ; 8-7 2'-6" 2,-4„ 4SECTION S-301 SCALE: 1/2" = 1'-0" #4 CONT - TYP — SLAB - SEE PLAN #4 @ 12" TYP — 2'-0" T-0" F WATERSTOP-TYP T/PIT SLAB EL — AbR SEE PLAN ;6" 1'-0" #4@12"EW 0 L6x4 LLV - SEE PLAN SOG 1 - SEE PLAN 0 PROVIDE BRACING FOR WALL UNTIL SLAB IS POURED PRECAST CONC PANEL -SEE ARCH DWGS ISOLATION JOINT TYP SOG - SEE PLAN TYP T/SLAB EL SEE PLAN #5@12"VEF #4@12"HEF T/FOOTING EL SEE PLAN 4 - #4 CONT 4 - 3/4" DIA GALV STEEL DRILL & EPDXY ANCHORS - 4" MIN EMB SOG - SEE PLAN T/SLAB EL SEE PLAN 2 - L3x3x1 /4" GRATING - SEE PLAN BEAM - SEE PLAN PIT WALL KLinG STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.kiingstubbins.com Consultants: Seals: 5SECTION 5-301 SCALE: 1/2" = 1'-0" J 3 ✓� , - �l L SLAB ON METAL f ill DECK - SEE PLAN L0 T/S LAB —x—x—,—x. William A. Gillespie, IN License No. PEI 1011725 EL 0 -0 #4 CONT L3x3x1/4" CONT W/1 /2" DIA x 6" LG HEADED STUD @ 12" OC ISOLATION JT - TYP T/SLAB EL SEE PLAN WATERSTOP-TYP #5 @ 12" VEF - TYP #4 @ 12" HEF - TYP DOWELS TO MATCH 9 SECTION S-301 SCALE: 1/2" = 1'-0" General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 115SEP10 DESIGN DEVELOPMENT 120 JUL10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: CONCRETE SECTIONS AND DETAILS Drawing Sheet Number: S-301 Owner's Drawing Sheet No.: VERT REINF - TYP T/FOOTING EL La SEE PLAN 0 �- 3 - #4 CONT 1'-0" 6" 16" 1'_0" 6" WALL FOOTING BEYOND 9 SECTION S-301 SCALE: 1/2" = 1'-0" General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 115SEP10 DESIGN DEVELOPMENT 120 JUL10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: CONCRETE SECTIONS AND DETAILS Drawing Sheet Number: S-301 Owner's Drawing Sheet No.: COL V-8 3/4" 6" I I I � I I CONT 1/4" BENT PLATE W/3/4" DIA x 4" LG HEADED STUD @ 24" OC I I PRECAST CONC PANEL I I I O - SEE ARCH 10 I ID I L6x4x3/8" LLH x 1'-0' LG I I AT LATERAL PRECAST PANEL CONN - COORD W/PRECAST PANEL MFR PROVIDE LATERAL CONN BY PRECAST MFR I I 6" 1 I I I (� HSS I I SEE PLAN 1/1A SECTION T/WALL EL SEE ARCH PRECAST CONC PANEL SPANNING COL TO COL -SEE ARCH S-311 SCALE: 3/4" = 1'-0" COL (L HSS SEE ARCH J 1 1/2" EDGE OF GRATINGSEE PLAN � GRATING II 5SECTION S-311 SCALE: 3/4" = 1'-0" 9/15/2010 1:32:44 PM C:\Local_Revit_Files\Midwest_CDC\85609807_Midwest_CDC_Strudural_2010 09 73 RConnor.M HSS -SEE PLAN SEE NOTE ON PLAN FOR CONNECTION WIND POST -SEE PLAN 1/4V3@12 FOR DECK ORIENTATION SEE PLAN SLAB ON METAL DECK - SEE PLAN T/SLAB EL SEE PLAN SEE SHEAR CONN AT SPANDREL DETAIL ON S-711 BEAM - SEE PLAN 1/4 3 SIDES T/STEEL EL SEE PLAN HSS @ SECTION 1A - SEE PLAN REMOVABLE GRATING - S ARCH DWG HSS - SEE PI PRECAST C( PANAL-SEE ARCH DWG BEAM - SEE'. H V-8 3/4" 6" GE BEAM 4" 1 1 /9" Fnr;— LATERAL CONN BY PRECAST MFR I I � I I I I � I I I I I I I SECTION S-311 SCALE: 3/4" = 1'-0" V-8" I 1 I I I I I I I I I I I� I I I I I I I I I I G7 PERCAST CONC PANEL -SEE ARCH DWG GRAVITY CONN BY PRECAST MFR T/SLAB EL SEE PLAN BEAM - SEE PLAN SEE SECTION 1/S-311 FOR ADDL INFO HSS --SEE PLAN T/STEEL EL OIL SEE PLAN HSS - SEE PLAN I I PRECAST CONC PANEL SPANNING COL TO COL - SEE ARCH DWGS GRATING - SEE PLAN T/GRATING SEE PLAN BEAM - SEE I I 1 1/2" EDGE 6 OF GRATING I I � I I ' I I I I I I I I I I � BEAM B 2'-2" 3SECTION S-311 SCALE: 3/4" = 1'-0" T/SLAB EL SEE PLAN SEE SECTION 1/S-311 FOR ADDL INFO SEE ARCH 1 1/2" EDGF OF GRATINI T/WALL EL SEE ARCH I I PRECAST CONC � PANEL SPANNING COL TO COL ' -SEE ARCH I I I I I I I I 4SECTION S-311 SCALE. 3/4 — 1 -011 -SEE PLAN KLino STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: Seals: ,i:�. rottrls STATE OF : Q 10h'A OV, 110 William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 Key Plan: Project North CAD File: 85609807–Midwest CDC–Structural–Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: STEEL SECTIONS AND DETAILS Drawing Sheet Number: S-311 Owner's Drawing Sheet No.: COL V-8 3/4" 6" I I I � I I CONT 1/4" BENT PLATE W/3/4" DIA x 4" LG HEADED STUD @ 24" OC I I PRECAST CONC PANEL I I I O - SEE ARCH 10 I ID I L6x4x3/8" LLH x 1'-0' LG I I AT LATERAL PRECAST PANEL CONN - COORD W/PRECAST PANEL MFR PROVIDE LATERAL CONN BY PRECAST MFR I I 6" 1 I I I (� HSS I I SEE PLAN 1/1A SECTION T/WALL EL SEE ARCH PRECAST CONC PANEL SPANNING COL TO COL -SEE ARCH S-311 SCALE: 3/4" = 1'-0" COL (L HSS SEE ARCH J 1 1/2" EDGE OF GRATINGSEE PLAN � GRATING II 5SECTION S-311 SCALE: 3/4" = 1'-0" 9/15/2010 1:32:44 PM C:\Local_Revit_Files\Midwest_CDC\85609807_Midwest_CDC_Strudural_2010 09 73 RConnor.M HSS -SEE PLAN SEE NOTE ON PLAN FOR CONNECTION WIND POST -SEE PLAN 1/4V3@12 FOR DECK ORIENTATION SEE PLAN SLAB ON METAL DECK - SEE PLAN T/SLAB EL SEE PLAN SEE SHEAR CONN AT SPANDREL DETAIL ON S-711 BEAM - SEE PLAN 1/4 3 SIDES T/STEEL EL SEE PLAN HSS @ SECTION 1A - SEE PLAN REMOVABLE GRATING - S ARCH DWG HSS - SEE PI PRECAST C( PANAL-SEE ARCH DWG BEAM - SEE'. H V-8 3/4" 6" GE BEAM 4" 1 1 /9" Fnr;— LATERAL CONN BY PRECAST MFR I I � I I I I � I I I I I I I SECTION S-311 SCALE: 3/4" = 1'-0" V-8" I 1 I I I I I I I I I I I� I I I I I I I I I I G7 PERCAST CONC PANEL -SEE ARCH DWG GRAVITY CONN BY PRECAST MFR T/SLAB EL SEE PLAN BEAM - SEE PLAN SEE SECTION 1/S-311 FOR ADDL INFO HSS --SEE PLAN T/STEEL EL OIL SEE PLAN HSS - SEE PLAN I I PRECAST CONC PANEL SPANNING COL TO COL - SEE ARCH DWGS GRATING - SEE PLAN T/GRATING SEE PLAN BEAM - SEE I I 1 1/2" EDGE 6 OF GRATING I I � I I ' I I I I I I I I I I � BEAM B 2'-2" 3SECTION S-311 SCALE: 3/4" = 1'-0" T/SLAB EL SEE PLAN SEE SECTION 1/S-311 FOR ADDL INFO SEE ARCH 1 1/2" EDGF OF GRATINI T/WALL EL SEE ARCH I I PRECAST CONC � PANEL SPANNING COL TO COL ' -SEE ARCH I I I I I I I I 4SECTION S-311 SCALE. 3/4 — 1 -011 -SEE PLAN KLino STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: Seals: ,i:�. rottrls STATE OF : Q 10h'A OV, 110 William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. 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COLUMN BASE DETAIL S-711 SCALE: NTS 9/15/2010 1:32:51 PM C:\Local_Revit_Files\Midmst_CDC\85609807 Midwest_CDC_Structural_2010 09 13 RConnor.rvt FACE OFSINGLE PLATE SHEAR DOUBLE ANGLE SHEAR BEAM WE�_I CONNECTION W/ HS CONNECTION W/ HS �� BOLTS IN STD OR SHORT BOLTS, SHORT SLOTTED 3"MAX­2�y, HORIZ SLOTTED HOLES HOLES IN ANGLES & STD 1 1/2" MIN i HOLES IN BEAM i li504 u 1111SA. . smJ NOTES: 1. PROVIDE EITHER STANDARD AISC SINGLE PLATE OR DOUBLE ANGLE CONNECTIONS. 2. BEAM TO BEAM CONNECTION SHOWN, BEAM TO COLUMN FLANGE SIMILAR. 3. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS. 2BEAM TO BEAM SHEAR CONNECTION 5-711 SCALE: NTS q SINGLE PLATE SH CONNECTION HS BOLTS IN STD OF SHORT HORIZ SLOTI HOLES AS REQ'D TO SUPPORT THE SHEA EXTENDED DOUBLE ANGLE SHEAR CONNECTION W/ SHORT SLOTTED HOLES, STD HOLES IN BEAM HS BOLTS AS REQ'D TO SUPPORT THE SHEAR LOAD INDICATED, MIN NUMBER OF ROWS PER LOAD INDICATED, MIN STRUCTURAL STEEL NUMBER OF ROWS NOTES g PER STRUCTURAL STEEL NOTES PROVIDE ADD'L BOL SPROVIDE ADD'L BOLTS AS REQ'D TO MAINTAIN 77 AS REQ'D TO MAINTAIN K DIMENSION + 1/4" 6" MAX SPACING K DIMENSION + 1/4" 6" MAX SPACING NOTES: 1. PROVIDE EITHER SINGLE PLATE OR DOUBLE ANGLE CONNECTIONS, SIM TO AISC STANDARD. 2. A SPANDREL MEMBER IS DEFINED AS AN MEMBER WITH MEMBERS FRAMING IN FROM ONE SIDE ONLY; THAT IS, BEAMS OR GIRDERS ON BUILDING PERIMETER, AROUND STAIRS AND SHAFTS, ETC. 3. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS. .3 SHEAR CONNECTION AT SPANDREL S-711 SCALE: NTS DOUBLE ANGLE SHEAR CONNECTION W/ HS BOLTS, SHORT SLOTTED HOLES IN ANGLES & STD HOLES IN BEAM NOTES: 1. PROVIDE EITHER STANDARD AISC SINGLE PLATE OR DOUBLE ANGLE CONNECTIONS. 2. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS. 4 BEAM TO COLUMN FLANGE SHEAR CONNECTION S-711 SCALE: NTS POUR STOP & - DECK CLOSURE ALL SIDES x x ;c SECTION A -A OPENING2" TO WEB OF CHANNEL OR TOE OF WF FLANGE, TYP A x x x x x ------------ L--> A C8x11.5, TYP UNO NOTES: 1. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND TELECOM DRAWINGS FOR SIZE AND LOCATION OF OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. APPLIES FOR OPENINGS GREATER THAN 12 INCHES IN ANY DIRECTION. 3. APPLIES FOR A GROUP OF SLEEVES WITH AN OVERALL OUTER SLEEVE TO OUTER SLEEVE DIMENSION GREATER THAN 12 INCHES PERPENDICULAR TO THE SPAN OF THE DECK. 5 FRAMING FOR OPENING THRU COMPOSITE DECK 5-711 SCALE: NTS KLino STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: Seals: 1 William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4: IFB/IFP 15 SEP 10 DESIGN DEVELOPMENT 20 JUL 10 Key Plan: Project North CAD File: 85609807_Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: TYPICAL STEEL SECTIONS AND DETAILS Drawing Sheet Number: S-711 Owner's Drawing Sheet No.: z g o_ Lu Lu V) STUDS WHERE INDICATED ON #4@12" ADD'L PLAN IY WWR, SEE PLAN U T/SLAB EL I I s SEE PLAN �x x -max COMPOSITE WWR, SEE PLAN METAL DECK, SEE PLAN STUDS WHERE INDICATED ON BEAM OR GIRDER, PLAN SEE PLAN GIRDER, SEE PLAN COMPOSITE METAL DECK SLAB REINFORCING 5-721 SCALE: NTS T-0" I Ll EOS SEE PLAN 1#4 CONT POUR STOP PER SDI REQUIREMENTS 2" MIN OVERLAP NOTE: 1. DECK PARALLEL TO BEAM. 2 CONCRETE SLAB EDGE PARALLEL TO BEAM 5-721 SCALE: NTS 3/16" 3" @ 6" 3/8" PLATE 3/16" 3" @ 6" SLAB EDGE 3/ 3/8" ANGLE AS REQ'D d Q d � II 0 0 � W 3/4" CHAMFER, UNO #4 @ 12" OC (ONE z II 11 SIDE IF W<=6", BOTH II h SIDES IF W > 6" 2 #3 CONT IF W > 6" `� he °4° 1 #3 CONT IF W <= 6" II q EXTEND INTO DECK FLUTE IF POSSIBLE 6 TYPICAL CURB ON COMPOSITE SLAB DETAIL 5-721 SCALE: NTS VA T' TYP lul I I I I 1 11 1 co I u If— STRUCTURAL I ii I iv I ,i I STEEL MEMBERS, =s=_=DI u I SEE PLAN I II I I II f IIII II II IIII I I! I I I I I I Iu1 ii ii 1°I 1#5x2'-6"TOP I u l l I I I ii I DIAGONAL AT EACH CORNER IIII I li I - _ - _ _ _ _ _ _ IIII I 1 #5 BOTTOM AT I ° I SPAN OF DECKI ° I EACH SIDE I II I I II I I II 1 ♦ __ I II I NOTE: 1. HOLES 2'-0" x 2'-0" AND SMALLER MAY BE CUT IN DECK 7 DAYS AFTER CONCRETE PLACEMENT. COMPOSITE METAL DECK SLAB REINFORCING AT OPENING S_721 SCALE: NTS 9/15/2010 1:32:53 PM C:\Local_Revit_Files\Midwest_CDC\85609807_Midwest CDC_Structural_2010 09 13 RConnor.rvt IN= L6x4x3/8" LLV IF DIM 'L' IS EQ TO OR LESS THAN 4'-0" & L6x6x3/8" IF DIM 'L' IS EQ TO OR LESS THAN 6-0", ANGLE FLUSH TOP W/ BM, TYP COORD OPENING SIZE AS REQ'D FOR SLEEVES 2" MAX* 3/16- 3/16" TYPICAL CORNER COLUMN TYPICAL INTERIOR COLUMN (OTHER COLUMNS @ SLAB EDGES SIMILAR) NOTES: 1. PROVIDE SUPPLEMENTARY DECK SUPPORT AS REQUIRED FOR BEARING OF FULL WIDTH OF ALL METAL DECK SHEETS. 2. USE THIS OR A SIMILAR DETAIL AT ALL LOCATIONS WHERE DECK SUPPORTS ARE INTERRUPTED FOR MORE THAN 6" SUCH AS: A. WHERE DIMENSION W IS GREATER THAN 6". B. BEAM TO COLUMN & BEAM TO BEAM MOMENT CONNECTIONS. C. WHERE SLEEVES OCCUR NEAR DECK SUPPORTS. 7SUPPLEMENTARY DECK SUPPORT 5_721 SCALE: NTS #4@12" ADD'L MU 9I EOS SEE PLAN 1#5 CONT POUR STOP & CLOSURE WWR, SEE PLAN STUDS WHERE INDICATED ON PLAN BEAM, SEE PLAN NOTE: 1. DECK PER ENDICULAR TO BEAM. 3 CONCRETE LAB EDGE PERPENDIC LAR TO BEAM 5-721 SCALE: NTS 3/4" DIA HSA WELDED TO BEAM FLANGE TO DELEVOP FULL CAPACITY OF THE STUD, TYP SPACING PER Q-12" t DECK PITCH MID SPAN BM 2ND STUD F --M r--i� r--\ 1Pr� ��� I i MID SPAN BM / I IN RIB �— PLACE STUDS IN 1 ST & 3RD PORTION OF RIB STUDS IN RIB CLOSEST TO END OF BEAM DECK PERPENDICULAR TO BEAM 2 1/4" MIN 3" MIN ti z# I z I 1` I I j0 I (V I I I •} I N I I I v WI • I • ��• DECK PARALLEL TO BEAM NOTE: 1. MAXIMUM CENTER -TO -CENTER SPACING OF STUDS SHALL NOT EXCEED 8 TIMES SLAB THICKNES, 36" MAX. 4 TYPICAL SHEAR STUDS ON COMPOSITE BEAM 5-721 SCALE: NTS TOTAL NUMBER OF STUDS REQ'D [30] [15] [10] [5] NUMBER OF STUDS REQ'D AT EACH SEGMENT OF BEAM NOTE: 1. DISTRIBUTE STUDS UNIFORMLY ALONG MEMBER UNLESS SPECIFIC DISTRIBUTION IS INDICATED AS SHOWN ABOVE. 5SHEAR STUD LAYOUT S_721 SCALE: NTS W EOS z a DECK SUPPORTS,SEE SUPPLEMENTARY DECK SUPPORT DETAIL , DECK SUPPORTSEE #5 x 4'-0" TOP SUPPLEMENTARY DECK EDGE OF SLAB, SEE SLAB EDGE DETAIL 4 #4 x � � TOP DIAGONAL #5 CONT �" ll SEE PLAN SUPPORT DETAIL EDGE OF SLAB,- L I J - l - ------- - SEE SLAB EDGE -_-4 _ _ CLOSURE DETAIL }- _ J r q L_ _ I FT -1 II 1 - - _ - _ , - #5 CONT g < > (7 I > I II I , „ I II I DECK SUPPORT WHEN , 3" TYP I II I ,' w w I II ' REQUIRED, SEE I ' TOP DIAGONAL II II TOP BARS, SEE w SUPPLEMENTARY �, I COMPOSITE METAL DECK I .� I I DECK SUPPORT DETAIL #5 TOP I I SLAB EDGE REINF DETAIL DECK SUPPORT WHEN 3'-0" I II I 3'-0" DECK SUPPORT WHEN TOP BARS, SEEI I I REQUIRED, SEE I SUPPLEMENTARY DECK II 1 REQUIRED, SEE SLAB EDGE SUPPORT DETAIL I ° I #5 CONT SUPLEMENTARY DECK DETAIL SUPPORT DETAIL #4 x T-0" TOP DIAGONAL NOTE: 1. SIMILAR DETAIL APPLIES T ALL SLAB CORNERS INTERIOR AND EXTERIOR 8 COMPOSITMETAL DECK SLAB REINFORCINGAT CORNER COLUMN =-721SCALE: NTS 9 COMPOSITE METAL DECK SLAB REINFORCING AT EXTERIOR COLUMN 5-721 SCALE: NTS 10 COMPOSITE METAL DECK SLAB REINFORCING AT INTERIOR COLUMN S-721 SCALE: NTS KLinG STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: Seals: ```�" n, tf/ '11/f/ o• rr : Va. 11011725 William A. Gillespie, IN License No. PE11011725 General Notes: Project Title: Confidential Client CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description I Date Key Plan: ISSUE 4: IFB/IFP 115 SEP 10 DESIGN DEVELOPMENT 20 JUL 10 Project North CAD File: 85609807 Midwest_CDC_Structural_Central.rvt Project No.: 85-6098-07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: TYPICAL METAL DECK SECTIONS AND DETAILS Drawing Sheet Number: S-721 Owners Drawing Sheet No.: 0 20'- 11/2" CHILLER TAP BOX A.5 40' 3" 20'- 11/2" r'------ —�- — — — i I REFER TO MECHANICAL FD ° DRAWINGS FOR PIPE SUPPORT I I ---- CONC. SLAB ON GRADF4 SLOPE TO DRAINS 1/8" PER FT. BROOM FINISH, I I UTILITY YAR 119 3977 SF I I itz I I 1 A-040 I A-411 3 — — L 1 A-411 1 I I I 1 A-440 i i i -'— CONC. SLAB ON GRADE. SLOPE TO I o DRAINS 118" PER FT. BRPOM FINISH. FD T.O.S. EL. -0'-75/810 I B C D E F 241'- 81 /2" 20'-3" 31'-2" 31'-2" 39'-3" 37'-0" 39'-6" 27' -10" UPS LOADBANK I 1 ( j TAP BOX 2 4 TAP BOGEN.04X 4 I AP BOX ER ALIG A.440 VENT TILE A-420 A-440 VENT TILE T RAF z7c A-44Q 4 AT RAF SIM A-440 SIM 113A 108A 107A 102 101A ( �I 5 I 44a ' �I -440 l/ ELEC 1 ; • ( 113 � I 1086 SF i I / 1 / a 1 E D. 6.D T 11 E E 9A ' jI 11 F 112G N 5 I ( I T1�' ( A-440 I � i D.G6.D E 7 1 Q56 E LEC 2 111 ELEC 3 109 S.C.. � ELEC 5 107 ELEC 6 105 SPRINKLER 102 '.. �•: f:,� .v=k y' "-CJ�YKVi�1`.11 678 SF 447 SF i 447 SF 680 SF 294 SF `1141 100 -1s w 0 4r }rt J g/'` W O I 4`Ai+f J ; �`� r. sU,.� :T) ��1i E� ...�YM�t Z '"vS�'S'': 3� d Y 4< ^4$ S.cs 3'^.4., `�i '�.d' 2''ca,,, z} D2.G6.D2 E ti r iG J ,:, s t,.:. 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A-4 1 A-411 3 1 ROOF PLAN A-102 SCALE: 1/8" = 1--0" encnn�n ��•14•�11 eA('. L�rral R.At FneslMidwest CDC185809807_M4west_CDC Archft-wre 20100915MAMwsm.Nt ao v T I TYP 6 A-490 — PARAPET MOUNTED AIR TERMINAL — LIGHTNING PROTECTION PENETRATION 2 T D F�;, 2 E ----------------------- I � i 0 i u - i � II I a i I r I FQ I u i 0 / I i t I N I ■E\ - I 0 I 0 AIR TERMINAL I EEHI I _g EE3- -- -- - 1 i I i I I i 1 NI TYP. `� N U' 9 --K�= = Z = z Z i z A-490 z w I W 0 a. (0 `° o I O o 'IL4 i 4 I 4'-9" 5'-6" 5r-6" 31/2" 5-6" 4'-7 1 I OPENING OPENING I �—OP1, NTNG 4LGRk1TING i ( I I i 4RD- 1OFD OFD RD' —•- SLOPEiI 1 SLOPE TO RD�3V i � �! TO RD ----------- = ---- --- ---66OPE1�4"---- I 2 A-420 l I I { 2 A-411' rF, G.7 C j r I O i I I I 1 i O � 0 I I I w I� a ' = f � I a i I a I o , V) CABLE PAD i I LIGHTING PROTECTION I CABLE ' l 1 U I i I i I I �1� I�I 1/4" PEF11 SLOPEONE El , A-490 ' I CONCRETE CURB FOR I I I ANTENNA MOUNTING ' (T.O. WALL EL.: + 27'-4 I I 1 i t I i I , TYP. �I 3 2 4 GA -412} A-490 I I 1 I � i f I I I I I R) ---'OFD i RD OFD OFD c 0 0 I SLOPE TO RD I F7 -71 SLOPE TO RD Pi 1I VI 1 1 A-41 - -O METAL GRATING KLinG STUBBins 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.klingstubbins.com Consultants: Seals: �` ' • aTF9 Q` e Ti 1 r Braford White Fiske, IN License No. AR11000043 General Notes: 1. COORDINATE LIGHTING PROTECTION LAYOUT WITH SHOP DRAWING Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 of seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 of seq., the implementing Regulation, 6 C.F.R. Part 29 and DCII Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: ROOF PLAN Drawing Sheet Number: A-1 02 Owner's Drawing Sheet No.: PRECAST CONCRETE PANEL EXTERIOR INTERIOR 6 EXTERIOR WALL ASSEMBLY TYPE 3 - PRECAST CONCRETE AT GENERATOR EXHAUST PLENUM A-400 SCALE: 1 1/2-1 =1 r-ot, RAF N 1 3SBS MODIFIED - TYPICAL BASE FLASHING A-400 SCALE: 3" = V-0" 9114/2010 5:11:32 PM C,.Iocal Rovi FdesWOwesf_CDC185609807 Midwest CDC_ArcKdeeWre 2010 0914 MAnderson.M FACE BRICK PRECAST CONCRETE PANEL EXTERIOR 1- - 8 3/4" @ COL. LINES'1' & -5- 11' -A VA" A rill I INF W INTERIOR 5 EXTERIOR WALL ASSEMBLY TYPE 2 - VENEER BRICK ON PRECAST CONCRETE X00 SCALE: 1 1/2" =1'-0" WHITE SYNTHETIC CHIP SURFACING L-1 GPe Q �Q ASPHALT 3 \ y�0 # I 4 - i •- s \ 3 i 1 R TO DWG 2/A-400 FOR ROOF ASSEMBLY. 2SBS MODIFIED AXONOMETRIC i-400 SCALE: 3" = 1'-0" \ i SIMPSON HELI -TIE @ 4'-0" O.C. IN E -W & N -S DIRECTIONS — 3" LIGHTWEIGHT CONCRETE — 2 LAYERS INSULATION — FULLY ADHERED — PRIMER & VAPOR BARRIER CONCRETE DECK PRECAST CONCRETE INSULATED PANEL EPDXY PAINT — VAPOR BARRIER EXTERIOR t 6" 3" 3" 8" INTERIOR 7 EXTERIOR WALL ASSEMBLY TYPE 4 INSULATED PRECAST CONCRETE A-400 SCALE: 1 1/2" = 1'-0" FACE BRICK PRECAST CONCRETE INSULATED PANEL EPDXY PAINT — VAPOR BARRIER EXTERIOR INTERIOR 4 EXTERIOR WALL ASSEMBLY TYPE 1 - VENEER BRICK ON INSULATED PRECAST CONCRETE A-400 SCALE: 1 1/2" =1'-0" SEALANT AT VAPOR BARRIER I00if Imom[ SBS MODIFIED -BITUMEN SIMPSON HELI -TIE I■ies BUILT UP ROOF MEMBRANE O.C. IN E -W & N -S !■■E[ DIRECTIONS I■■■[ 3" LIGHTWEIGHT CONCRETE w INNER - INNER :; ; ; ; =::= > WIRE REINFORCING INNER - +•� T IEEE[ 2 LAYERS OF 2" RIGID ROOF - EE■Es tEEes INSULATION, FULLY ADHERED looms • ;° ;e s '- loaf■[ 4. ISA[ lino[ ° I■■■[ IEEE[ INNER IEmEt lE■■[ IEEE[ INNER looms I■■o[ -_ INNER Innis iii■[ I■E■[ INNER leve[ IEEEs ■o■t INNER INNER le■E[ imm■[ ' i■■es 1st■i[ ' lite[ Im■is lei■[ INNER li:\/1 INTERIOR 7 EXTERIOR WALL ASSEMBLY TYPE 4 INSULATED PRECAST CONCRETE A-400 SCALE: 1 1/2" = 1'-0" FACE BRICK PRECAST CONCRETE INSULATED PANEL EPDXY PAINT — VAPOR BARRIER EXTERIOR INTERIOR 4 EXTERIOR WALL ASSEMBLY TYPE 1 - VENEER BRICK ON INSULATED PRECAST CONCRETE A-400 SCALE: 1 1/2" =1'-0" SEALANT AT VAPOR BARRIER ROOF ASSEMBLY - SBS MODIFIED A—,4,00 SCALE: 1 1/2" =1'-0" KLino STUBBins SBS MODIFIED -BITUMEN SIMPSON HELI -TIE @ 4'-0" BUILT UP ROOF MEMBRANE O.C. IN E -W & N -S DIRECTIONS 3" LIGHTWEIGHT CONCRETE w 6X6 - W3.5 X W3.5 WELDED '_ :: ' • ; .:: :; ; ; ; =::= > WIRE REINFORCING - +•� T 2 LAYERS OF 2" RIGID ROOF - INSULATION, FULLY ADHERED • ;° ;e s '- VAPOR BARRIER 4. CONCRETE ROOF DECK, ° REFER TO STRUCT. DWGS ROOF ASSEMBLY - SBS MODIFIED A—,4,00 SCALE: 1 1/2" =1'-0" KLino STUBBins 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.kiingstubbins.com Consultants: Seals: Braford White Fiske, IN License No. AR11000043 General Notes: Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. it is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: EXTERIOR ENCLOSURE ASSEMBLIES Drawing Sheet Number: ='A11111 Owner's Drawing Sheet No.: CANVAS AWNING H I G.7 I G T F GEN. POWER TAP BOX 2NORTH ELEVATION A-41 O SCALE: 1/8" = 1'-0" anorzuiu y:zunu AM c:\Wcai_Kevit_Fiies\Midwest_CDC\85609807_Midwest_CDC_Architecture_2010 09 16 MAnderson.M •- mmmnmmam� oto Euwununn= umu� unwf 12'-0" E D C B E.2 2 A-420 I 1 1 I i i 12'-0" F - z O 0 GEN. CONTROL SPANDREL GLASS IN TAP BOX ALUMINUM FRAME, WALL -MOUNT 12'k 0" 12'-0" z z O O VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 1 UPS LOADBANK TAP BOX 12' -OF' 12'-0" 12'-0" JOINT F - z O 2 A.5 A.8 i I i I / TEMPORARY CHILLER CONNECTIONS I O.H. COILING DOOR —� LI�E OF FACE OF PRECAST (BEYOND) Fl/ 1 12' - 0" 11' - 3 7/8" 1'- 1 1/8" z z O _z 0 O A I T.O. PARAPET 27'-4" R OF (LOW POINT) 23'-0" B.O. STL 20'-0" T.O. WALL @ UTILITY YARD .. ; LEVEL 1 0" M.O. - 12'- 10'-0" 6'-53/4f' JOINT (j- JOINT VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 2 CHILLER TAP BOX 5 4 3.3 3 2 1 EXTERIOR LIGHT, WALL -MOUNT I CANVAS AWNING 8'- 11 3/8" 12'- 0" JOINT (� JOINT EAST ELEVATION A-41 O SCALE: 1/8" = 1'-0" 12'-012'-0" JOINT (-E JOINT — SPANDREL GLASS IN ALUMINUM FRAME, WALL -MOUNT 12'-0" JOINT 12'-0" JOINT 12'-0" JOINT T.O. PARAPET 27'- 4" ROOF (LOW POINT) 23'- 0" v B.O. STL - - 20'-0" 10'- 2 3/4" - VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 1 LEVEL0" KLinG STUBBIDS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 Consultants: Seals: q��✓O' a T C Go CH N Braford White Fiske, IN License No. AR11000043 General Notes: Legend: SPANDREL PRECAST CONC PANEL HUNG FROM STEEL COLUMNS OR BEAM � r fi REMOVABLE PRECAST PANEL Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date ISSUE 4 - IFB/IFP 15 SEP 10 Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: EXT ELEVATIONS - NORTH & EAST Drawing Sheet Number: A-41 0 Owner's Drawing Sheet No.: 3'-'1103/ " 12'-0" 7,-t /I — REVEAL a rant ml� il>rtHdB��Im®�A�mLQil.Qit>.®21nI'MISMf N11101MUMMINiOm103a®®:tea` ls�Dmi�[1.�it� i►��im'�DraVtli`pan.�s.@��n��s!l�Qil�it.`i!A`t A�Ihmoi.Ott.��t®��,%E6W lm�vm`i ►+stlE�n.`>Em�DELHOW m�a��\�������..'��t►w•m��®am®®�m®�a�ma®a©®®.®�o�'��os�sas'®•sm.'�ss���.®�a��.mta��®��s-e�.at��'�.®�s���®����exe'��'®'®����� E Yl�it>!1(�Si '�VQ�t.�f2s�i .:�il,�ita®�`v9�te>b� Wi1EH9�WL`ltfi f LVm+19.`fEU�9iL�ia��lARll�Vits`Ob i@�miO.gSRss'il��.tlit.� �fl.�m��iA�l1![1#`�Ii►®E\� ViAVIA`:II1��8 1. a` `ills��wtl[ta'�iIA�t1161i �Ra�\`H3����.�V3tl3rWl.�tArf[A`lHOW [HHtHH#iHilffiliLllllfllL3iiHilBlilliH[{Blibt %LlkN�hNmim %NNE �t I►tf ®a1 �i�\IAV®�il►a`ill;fiil��it�`H1a ��iL ® G• • ►�►�►\�r' �tl\\�YB�II�fI;:C1iK►�'VILLI.`itA�3Y��ts`�i.Hl�,a�_,_I►iHa�I3r'�A'ilA��i�.itis.I��ili'tl@:Etl►i��'��la�b.'�•Igd�ii.tlCtlil+®�•l�`iI6`flli-�'��►i�t1 I� HHAHilii10HH1fHs1ffiIQIiHiIHId � _— �� �'. �� A._�.�..- ,......."�O 111HH11tHHfliIHHHHHIIIHI ....�.....� '� A - till . ,'i:k t ?rt711 . 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INSULATION AT GAP BETWEEN PRECAST AND BEAM AT 1 1 ( 1 rlCAICTMAT1r%K1 TNAWf1A1 r!^M /L\ 9/15=1010:52:26 AAC-.U= l ReVit FlesW dwest CDCW$60980T Miduvest CDC_AMMaCWre_010 0915 MAndwson.nrt PRECAST JOINT NO FASTENERS THIS SIDE OF JOINT 1/4" THICK ALUM. PLATE EMBED IN SEALANT AT ALL EDGES AND AT BEAM i BOLTED CONNECTION TO PRECAST CONCRETE PANEL I 413Ej A-411 sca 4 1" STEEL TO PRECAST OPENING, INSULATED 0 0 0 F-0 OPENING IN PRECAST PANEL OPENING IN ALUM. PLATE 0 I I 0 0 0 1/2" OFFSET FROM STL. TO OPENING IN ALUM. PLATE _-,1" STEEL TO PRECAST OPENING, INSULATED 114" THICK ALUM. PLATE OPENING iN ALUM. PLATE EMBED IN SEALANT AT ALL EDGES AND AT BEAM ; OPENING iN PRECAST PANEL z t o { t o t t I t I O O O O 1/2" OFFSET FROM STEEL TO OPENING 1N ALUM. PLATE kM PENETRATION CLOSURE PLATE .E: 1"= V-0" X , It t 1 T.O. PARAPET 27'-4" ROOF LOW POINT 23'-0" B.O. STL 20'-0" 1t1� 4. A-41.1 9 718" 2'_ 11 7/8n, r 31j 3 114" T-8 3/4" 4'- 6" T- 11 314" a I A 1 SIM LEVEL 1 PIPE PENETRATION AT PRECAST, 9" DIAMETER. EXHAUST PLENUM ON COL LINE 5 4" STEP AT DOOR TO MECH 1 12'-0" 12'-0" 01. 12'-0" 12' 10" 12'-0" 12'-0" 1 10'-55/8" 1 1'-1 1/8" CL TYPICAL FOR (12) THIS WALL CL CL i z V-11/8" '-111 J 4- 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 0 12'-0" 12'-0" 2'-114 1'-11/8" CE z z z z z z z z z ►— z z 0 0 0 00 0 0 0 0 0 0 0 VENEER BRICK ON PRECAST VENEER BRiCK ON PRECAST VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 2 CONCRETE PANEL ASSEMBLY TYPE 1 CONCRETE PANEL ASSEMBLY TYPE 2 WEST ELEVATION @ 3 COLUMN LINE 'B' A-411 SCALE: 1/8" = V-0" 9/15=1010:52:26 AAC-.U= l ReVit FlesW dwest CDCW$60980T Miduvest CDC_AMMaCWre_010 0915 MAndwson.nrt PRECAST JOINT NO FASTENERS THIS SIDE OF JOINT 1/4" THICK ALUM. PLATE EMBED IN SEALANT AT ALL EDGES AND AT BEAM i BOLTED CONNECTION TO PRECAST CONCRETE PANEL I 413Ej A-411 sca 4 1" STEEL TO PRECAST OPENING, INSULATED 0 0 0 F-0 OPENING IN PRECAST PANEL OPENING IN ALUM. PLATE 0 I I 0 0 0 1/2" OFFSET FROM STL. TO OPENING IN ALUM. PLATE _-,1" STEEL TO PRECAST OPENING, INSULATED 114" THICK ALUM. PLATE OPENING iN ALUM. PLATE EMBED IN SEALANT AT ALL EDGES AND AT BEAM ; OPENING iN PRECAST PANEL z t o { t o t t I t I O O O O 1/2" OFFSET FROM STEEL TO OPENING 1N ALUM. PLATE kM PENETRATION CLOSURE PLATE .E: 1"= V-0" X , It t 1 T.O. PARAPET 27'-4" ROOF LOW POINT 23'-0" B.O. STL 20'-0" 91/8"-----J T- 31/4" 12'- 0" REVEAL z 0 12'-0" 12'-0" REVEAL JOINT REVEAL AT PRECAST CONCRETE SPANDREL PANEL, TYP. WEST ELEVATION A-41 TSCALE: 1/8" = 1'-0" 12'- REVEAL 2'-REVEAL 12'-0" 12'-0" CE JOINT REVEAL GALV. MTL BAR GRATING WITH HPC FINISH TO MATCH LOUVERS AT EXISTING BUILDING 701 12'-0" 12'-0" 2'- 5 1 t,,91/8" JOIN REVEAL GL 6 z z >0 W w VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 1 (BEYOND) VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 2 LEVEL 1 0"= KLInG STUBBins 1t1� r i ... -<. •, .. ' . .>•-:-•r ... >r,.-...>`.,.,..rr'� ,-,,.s. `�.._,�...-'.....:,-,.,.,.......,.,.:.. ,......ter ..,,„ -.. ,,..:�,-,...._r_, ....: y.,,,.:,.. ,...1:,.,.... .. .b - t^ _ .. .. ,. .•t ... r. a ,.:. T.O. PRECAST PANEL EL: +0' - 6" LOUVER OIL FILL PORT VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 2 AT GENERATOR P 215.569.2900 EXHAUST PLENUM ON COL LINE 5 12'-0" 12'-0" 12'-0" 6'-8" 12'-0" 12' 10" 12'-0" 12'-0" 1 10'-55/8" 1 1'-1 1/8" CL G CL CL z Z Z Z Z Z Z 0 0 0 0 0 0 0 91/8"-----J T- 31/4" 12'- 0" REVEAL z 0 12'-0" 12'-0" REVEAL JOINT REVEAL AT PRECAST CONCRETE SPANDREL PANEL, TYP. WEST ELEVATION A-41 TSCALE: 1/8" = 1'-0" 12'- REVEAL 2'-REVEAL 12'-0" 12'-0" CE JOINT REVEAL GALV. MTL BAR GRATING WITH HPC FINISH TO MATCH LOUVERS AT EXISTING BUILDING 701 12'-0" 12'-0" 2'- 5 1 t,,91/8" JOIN REVEAL GL 6 z z >0 W w VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 1 (BEYOND) VENEER BRICK ON PRECAST CONCRETE PANEL ASSEMBLY TYPE 2 LEVEL 1 0"= KLInG STUBBins 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.klingstubbins.com Consultants: Seals: Braford White Fiske, IN License No. ARI 1000043 General Notes: Legend: SPANDREL PRECAST CONC PANEL HUNG FROM STEEL COLUMNS OR BEAM REMOVABLE PRECAST PANEL Project Title: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: Project North CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Drawing Sheet Title: EXT ELEVATIONS - SOUTH & WEST Drawing Sheet Number: A-41 1 Owner's Drawing Sheet No.: :-ON le9gS 6uUneJp sPuam0 Z �V—v :lagwnN IMIS 6u!nnejn SNOIlVA 13 1S` 031:ld ?10R:MN1 :9lPl1884S 6uw+ejl3 oul 'suiggnjS6u!!>j 6002 :4y6uddoO LO'8609'98 :'ON 1000M :al!d (3VO WON loafad :weld Aa)l •s;uewei!nbei we'150M 110d PUe 6Z laed '21•d'0 9'uo!;eln69U 6uguawaldw! ay} `•bas;e 6£6 §§'O'S'n 9'loV uo!;ewwo;u1 ain4on4se4ul X.po ey; taM aouepl000e ul paleulwess!p pue popien6a}es eq o; sl ;l -sellieued an!Ies#s!u!wpe pue leulwpo u! llnsal Aew eseelai pezuoglneun •snmel einsolos!p leool pue aim miwis pue (z59 § -O-S-n 9) pV uogeu,uolul;o wopeaid et4l japun aseelea wo j ldwaxe s!;!''bas;e 6£ 6 §§ '0'S'n 9 'joV uo!Ieuuo;ul amlon4sea;ul le .Wo OLD 10 suo!slnold ay; y}!m aouepl000e ul •uo.4euuo;ul amPn4se4ul ImWO p810910M suleluoo luawnoop s!q1, oQo 1N3110 -lVl I N301-IN00 :81l!1 loafad 13NVd ISV03Ud 312VAOW321 W n VW39 W SNWnlOO 13318 WOZId EJNnH 13NVd ONOO 1SVOMAd 13UGNVdS :puabal :seloN leJaue0 Eb00006 6W 'oN 0Su9011 N1 'ONSW OMM Plole38 4;,;l, 9k- �,x :sleas :sluellnsuoO woo-su!ggnls6u!IN, mm m M £969'699'96Z d 006Z'699*9 V d £0666 e!uenjSsuuad 'e!gdlapel!yd 199.4s Inulsego 60£z s u 11 A i.0 70- 1333_1 .0- .0HOZ_ V Il,S C�§ 6073//31_ A-,\ «t- ILZ — �...3dii'd d 'O'l t, z'. m r o; „O, I,tl1 z :31VOS Z VV_VI WnN31d W H03W ld NOUVA 13 JON3iNl IJ1.3NVd 13NVd 1r 13NVd Ir 13NVd it 13NVd lr l3NVd ! 13NVd lr 13NVd it -13NVd itFW ir %YO/E I IL UY/E UOIY 0L i6 Mi//E YC/L OL 10 U .94 % Nt.84YE / U 19 U �l AA0� 10, (J.. �, Y /E- N.940� l8 � - •UViE LLO/� 0� t0 •r r YY • 02 o , Ul 02 � • � .' - - • • •- .: • '• - � � � • •• • • , • •. . • -,- ' ,• • • , .. • , • • • ,. . , -,• - • , . ,. din '_ •• - . • . dln ' ' •' IJ' I // I • r-----.--.---..--------�1 r - ------ - - - - - - - -- - -ter 4t I _ •-- "�- ------ - - --- - - ----� N' - - --�' - - -- - fV, �-- - - i - 711 Al dl < s <,N. 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SWV39 (Z) 210d _lVOIdlU 'N0ll:V813N3d 1V WV38 (INV ISVOMId N33M138 dVJ IV NU"inSNI 'WV38 !V CINV S3003 11V iNVlV38 NI 03843 11nd '13NVd 913UONOO ISV03Z1d 01 N01103NNOO 031108 H11M N0IlV813N3d WV38 IV Mine= -'N0lH!.-V `31V1d WnNiWnlV w'uoMWMSl60ocoi J oao ��^+aW toeso9ssl�c?� ► w!rn �!^�a t nJMoo:sV6010W/6 BENTONITE WA% 2 T1 SBS -MODIFIED ROOF ASSEbBLY FT 3 3.3 1 A-420 I I T I T.O. PARAPET - P 27'-4„ I RPROOFING SYSTEM -- 2 BUILDING SECTION A-420 SCALE: 1/8" =1'-0" RAISED ' ACCESS BENTONITE WATERPROOFING FLOOR 1 1 ",— BENTONITE WATERPROOFING SYSTEM 2 B � A -42o D TE F G I I I I I SBS -MODIFIED ROOF ASSEMBLY I I ( BENTONITE WATE PROOFING SYSTEM 2 A-420 1 BUILDING SECTION A-420 SCALE: 1/8" = 1'-0° 9115120101:09:08 PM C:UzoaLRevi Fdes\MWwest CDC185609807 Mldwast CDC Archftedure 2010 0915 MAnderson.rvt �i1 ORRID R B.O. STL 20'-0„ I I 1 I A-431 I I i 4}-�-�- _LEVEL 1 I O„ 1 KLino STUBBInS - 2301 Chestnut Street � Philadelphia, Pennsylvania I 19103 P 215.569.2900 F 215.569.5963 W www,klingstubbins.com o 00 COO - } I I [ I I U11 xtF�� IF h 'Y y Kv `ttom DATA 1 MECH 1 y qE s 3✓3 M �' R 3 i'��31 3 3�4'1"�ri 1 ?Px`. h t h G *'" ,�'�-. �. 112 7 114 RPROOFING SYSTEM -- 2 BUILDING SECTION A-420 SCALE: 1/8" =1'-0" RAISED ' ACCESS BENTONITE WATERPROOFING FLOOR 1 1 ",— BENTONITE WATERPROOFING SYSTEM 2 B � A -42o D TE F G I I I I I SBS -MODIFIED ROOF ASSEMBLY I I ( BENTONITE WATE PROOFING SYSTEM 2 A-420 1 BUILDING SECTION A-420 SCALE: 1/8" = 1'-0° 9115120101:09:08 PM C:UzoaLRevi Fdes\MWwest CDC185609807 Mldwast CDC Archftedure 2010 0915 MAnderson.rvt �i1 ORRID R B.O. STL 20'-0„ I I 1 I A-431 I I i 4}-�-�- _LEVEL 1 I O„ 1 KLino STUBBInS 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www,klingstubbins.com Consultants: Seals: m 11a%0A 1 i 'YCH ! 1 SG,```��` llltitilll Braford White Fiske, IN License No. ARI 1000043 General Notes: Project Title: CONFIDENTIAL CLIENT CDC G.7 I -I This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. It is to be safeguarded and I ( disseminated in accordance with the Critical Infrastructure _ T.O. PARAPET Information Act, 6 U.S.C. §§ 131 et seq., the implementing — 27'-4'0 Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Number Description Date B.O. STL ts! El D a 20' — r I I I 1 T.O. 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In accordance with the provisions of the Critical Infrastructure information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. it is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Project North 1) Drawing Sheet Title: DOOR AND OPENING SCHEDULE Drawing Sheet Number. A-51 0 Owner's Drawing Sheet No.: DOOR AND FRAME SC ULE )OR # 01A 011 01D 102 103 104 105A 1051 i06A I06B 107A 107E 10BA 108B 109A 109B 110 11 0 111B 112A 112B 112C 112D 112E 112F 112G 113A 113B 114A 114E 114C 115 115A 116 117A 117E 117C 117D 119A 119E FROM CORRIDOR CORRIDOR CORRIDOR SPRINKLER TELCO A JAN ELEC 6 ELEC 6 ELEC 7 ELEC 7 ELEC 5 ELEC 5 ELEC 4 ELEC 4 ELEC 3 ELEC 3 TOILET ELEC 2 ELEC 2 DATA 1 EQUIP 4 (HOT AISLE)8' EQUIP 4 (HOT AISLE)8 EQUIP 4 (HOT AISLE)1 EQUIP 4 (HOT AISLE)ALUM EQUIP 4 (HOT AISLE)ALUM EQUIP 4 (HOT AISLE) ELEC 1 ELEC 1 MECH 1 MECH 1 MECH 1 STORAGE 115 STORAGE 115A TELCO B ELEC 8 ELEC 8 ELEC 8 ELEC 8 UTILITY YARD UTILITY YARD YARD MECH 1 TO EXTERIOR EXTERIOR EXTERIOR EXTERIOR CORRIDOR CORRIDOR CORRIDOR ELEC 7 CORRIDOR CORRIDOR EXTERIOR ELEC 7 EXTERIOR ELEC 7 ELEC 4 CORRIDOR CORRIDOR EXTERIOR CORRIDOR CORRIDOR EQUIP 4 EQUIP 4 EQUIP 4 EQUIP 4 EQUIP 4 EQUIP 4 EXTERIOR MECH 1 EXTERIOR UTILITY YARD CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR AIR PLENUM EXHAUST PLENUMHM EXTERIOR EXTERIOR EXTERIOR AIR PLENUM INT/EXT EXT EXT EXT EXT INT INT INT INT INT INT EXT INT EXT INT INT INT INT EXT INT ENT INT INT INT INT INT INT EXT INT EXT EXT INT INT INT INT EXT EXT EXT EXT EXT EXT EXT EXT FIRE RATING (MINUTES) MATERIAL FEMA HM FEMA HM FEMA HM FEMA HM 45 HM 45 HM 45 HM 45 HM 45 HM 45 HM FEMA HM 90 HM FEMA HM 90 HM 45 HM 45 HM 45 HM FEMA HM 45 HM 45 HM ALUM / GLASS ALUM / GLASS ALUM ! GLASS ALUM / GLASS ALUM / GLASS / GLASS FEMA HM 45 HM FEMA HM FEMA HM 45 HM 45 HM 45 HM 45 HM FEM A, 90 HM FEMA, 90 HM IN FEMA HM FEMA HM FEMA HM FEMA HM (SIMILAR) FEMA HM FEMA HM DOOR PANEL NOMINAL FINISH WIDTH HPC 2 @ 4'-0" HPC 4'-0" HPC 2 @4'-0" HPC 4'-0" PT 4'-0" PT 3'-0" PT 2 @ 4'-0" PT 3'-0" PT 2 @ 4'-0" PT 3'-0" HFC 2 @ 4'-0" PT 3' -fl" HPC 2 @ 4'-0" PT 3'-0" PT 3'-0" PT 2 @ 4'-0" PT 3'-0" HPC 4'-0" PT 2 @ 4'-0" PT 2 @ T-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0” HPC 42-0" PT 2 @ 4'-0" HPG 2 @ 4'-0" HPC 4'-0" PT 2 @ N-0" PT 2 @ 4" PT 3'-0" PT 3`-0" PT 2 @ 4'-0" PT 3-0 " HPC 3-0 ^ HPC 3'-0" HPC 4'-0" HPC 10'-0" HPC 11 4'-0" HPC 3'-0"0" NOM HEI(I 10rl4" 8' -4" 10'4" 8' 8' 7' 10' 7' 10' 7' 10' 7' 10' 7' T 10 7' 8' 10- 10 8' 8 8 1 1 1 1 L " " " " " ^ " " ^ 0" 0" " 0" " 0" 0" G" G^ G " 0" 0" "HM DOOR PANEL 1 314" 13/4" 1314" 1 314" 1 3/4hHM 1 3/4" 1 314" 1 3/4" 1 3/4" 13/4"X 13/4" 1 314" 13/4" 1314" " 1 314" 1 3/4^ 13/4" 3/4" 1 3/4„ 1 3/4" 13/4" 1 3/4" 1 314" 1 3/4" 1 3 4" 1 3/4 " 13/4" 1 3/4" 1314" 13/4" 13/4" 1 3/4" 1314" /4" LEI 14UTILITY SILL DETAIL X XHM X X X X X X X X X X X FRAME MATERIAL HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM ALUM ALUM ALUM ALUM ALUM HM HM HM HM HM HM HM HM HM HM HM HM HM HM FINISH HPC HPC HPCX HPC PT PT PT PT PT PT HPC PT HPC PT PT PT PT HPC PT PT HPC PT HPC HPC PT PT PT t?T PT PT HPC HPC HPC HPC HPC HPC120 HARDWARE SET ELECTRONIC NO. HARDWARE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FO[- - - - ' ' ' ' , ' = INTERIOR r = EXTERIOR = HOLLOW METAL = PAINT JM = ALUMINUM = STEEL = STAINLESS STEEL S= GLASS REMARKS DOUBLE EGRESS O.H. COILING DOOR KLino ST 2301 Chestnut Street Philadelphia, Pennsylvania 19103 P 215.569.2900 F 215.569.5963 W www.klingstubbins.com Consultants: Seals: Braford White Fiske, IN License No. AR11000043 General Notes: Project Titie: CONFIDENTIAL CLIENT CDC This document contains Protected Critical Infrastructure Information. In accordance with the provisions of the Critical Infrastructure information Act, 6 U.S.C. §§ 131 et seq., it is exempt from release under the Freedom of Information Act (5 U.S.C. § 552) and similar State and local disclosure laws. Unauthorized release may result in criminal and administrative penalties. it is to be safeguarded and disseminated in accordance with the Critical Infrastructure Information Act, 6 U.S.C. §§ 131 et seq., the implementing Regulation, 6 C.F.R. Part 29 and PCII Program requirements. Key Plan: CAD File: Project No.: 85.6098.07 Copyright: 2009 KlingStubbins, Inc Project North 1) Drawing Sheet Title: DOOR AND OPENING SCHEDULE Drawing Sheet Number. A-51 0 Owner's Drawing Sheet No.: