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Home My WebLink AboutS101RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel (� CLARK DEITRICH 35/8', 16 GAGE RIGID CONNECTION LT. GA. MTL. STUDS CLIP D975 OR MC683 @ 16" O.C. W/ 1/2' DIA. HILTI KWIK BOLT 3 EXPANSION EXIST. CONC. SLAB ANCHOR ON COMP. MTL. DECK EXIST. STEEL BEAM (SEE PLAN) TYPICAL 3 5/8" LOW WALL CONSTRUCTION DETAIL SCALE: 3A' = V-0- 0 Z S545 CLIP W/ (5) SCREWS BOX HEADER WITH WEB STIFFENERS (SEE SCHEDULE AND DETAIL"C") REMOVE FLANGE OF VERTICAL TRACK AT INTERSECTION WITH HORIZONTAL TRACK S545 CLIP W/ (5) SCREWS JAMB STUDS ATTACHED WITH TRACK (SEE SCHEDULE FOR NUMBER OF STUDS AND DETAIL -B-) TYPICAL BOXED HEADER CONNECTION SCALE. NOT TO SCALE LIGHT GAGE HEADER SCHEDULE MAXIMUM MEMBER TRACK FULL HEIGHT HEADER MARK OPENING SIZE SIZE STUDS ATTACHMENT DETAIL H1 23'-0' (2)800S250-54 60OT200-97 (2)600S16243 D H2 4'-0- (2) 600S162-03 60OT12543 (2) 60OS16243 A NOTES: 1. USE THIS SCHEDULE TO SIZE HEADERS DEPICTED ON THE STRUCTURAL PLANS. GENERAL NOTES DESIGN LIVE LOADS DL-1 FLOOR LIVE LOADS MEZZANINE .................................. 100 PSF THE ABOVE NOTED LIVE LOADS HAVE BEEN REDUCED AS PERMITTED BY THE 2014 INDIANA BUILDING CODE AND ASCE 7-10. DL-2 ROOF LIVE LOADS BASIC ROOF LIVE LOAD ......................... 30 PSF DL-3 ROOF SNOW LOADS GROUND SNOW LOAD .......................... 20 PSF FLAT ROOF SNOW LOAD ........................ 20 PSF SNOW EXPOSURE FACTOR ......................... 1.0 SNOW LOAD IMPORTANCE FACTOR .................. 1.0 THERMAL FACTOR ................................. 1.0 ALL SNOW LOADS ARE APPLIED IN ACCORDANCE WITH THE 2014 INDIANA BUILDING CODE AN D ASCE 7-10. DL-4 WIND LOADS ULTIMATE DESIGN WIND SPEED ................. 115 MPH NORMAL DESIGN WIND SPEED ................... 90 MPH RISK CATEGORY .................................... 11 EXPOSURE CATEGORY .............................. B INTERNAL PRESSURE COEFFICIENT ................. 0.18 ALL WIND LOADS ARE APPLIED IN ACCORDANCE WITH THE 2014 INDIANA BUILDING CODE AND ASCE 7-10. CAST -IN -PLACE CONCRETE C-1 ALL REINFORCED CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318-14) OF THE AMERICAN CONCRETE INSTITUTE. C-2 MINIMUM Pc REQUIRED AT 28 DAYS: FOUNDATIONS................................4000 PSI INTERIOR SLABS..............................4000 PSI EXTERIOR SLABS..............................5000 PSI CJ ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PSF+) WITH ALL CEMENT CONFORMING TO ASTM C150, TYPE I. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2' FOR FOOTINGS AND 3/4' FOR WALLS AND SLABS, CONFORMING TO ASTM C33. C4 REINFORCEMENT DEFORMED BARS .................ASTM A615, GRADE 60 WELDED WIRE FABRIC ......................ASTM A185 C-5 ALL LEVELING GROUT SHALL BE NON-METALLIC SHRINK -RESISTANT GROUT COMPLYING WITH CE-CRD-C621, AND SHALL HAVE A MINIMUM To OF 5000 PSI. C-6 MINIMUM CONCRETE COVER FOR REINFORCING STEEL: SLABS AND WALLS ................................ 314- BEAMS......................................... 1-1/2' CONCRETE EXPOSED TO WEATHER: #5 BARS AND SMALLER ..................... 1-1/2" BARS LARGER THAN #5........................ 2- CONCRETE IN CONTACT WITH EARTH .................3' ALL WELDED WIRE MESH IS TO BE PLACED 1' FROM TOP OF SLABS. C-7 CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CONCRETE OPENINGS AND/OR PENETRATIONS REQUIRED FOR OTHER TRADES PRIOR TO PLACING CONCRETE. C-8 CONDUITS OR PIPES EMBEDDED IN SLABS SHALL NOT HAVE AN OUTSIDE DIMENSION LARGER THAN 113 THE SLAB THICKNESS AND SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL NOT BE EMBEDDED IN CONCRETE. A-1 ALL EXPANSION ANCHORS SHALL BE 'HILTI KWIK-BOLT III' (AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC.) OR AN APPROVED EQUAL, MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 4, CLASS 1. A-2 ALL ANCHOR SPACING, EMBEDMENT, EDGE DISTANCE, AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. REFER TO SECTIONS AND DETAILS ON THE DRAWINGS FOR ADDITIONAL INFORMATION. LIGHT GAGE STEEL STUDS LS-1 ALL LIGHT GAGE STEEL FRAMING WORK SHALL MEET THE REQUIREMENTS OF THE "DESIGN OF COLD FORMED STRUCTURAL STEEL MEMBERS" OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI), 2012 EDITION. LS-2 ALL 16 GAGE STEEL STUDS SHALL BE GALVANIZED, AND SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A 653, GRADE A, WITH A MIN IMUM YIELD STRENGTH OF 50,000 PSI. LS-3 PROVIDE STUD BRIDGING IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER, BUT DO NOT EXCEED 5'-0' VERTICAL SPACING BETWEEN ROWS OF BRIDGING. LS-4 PROVIDE DOUBLE STUDS ON BOTH SIDES OF ALL WALL OPENINGS EXCEEDING 16' IN WIDTH. LS-5 PROVIDE RIGID CONNECTION CLIPS AT BASE OF ALL LOW WALL STUDS. ALL RIGID CONNECTIONS SHALL BE CLARK DIETRICH ANCHOR CLIPS, OR MOM ENT CLIPS, OR AN APPROVED EQUAL WITH THE FOLLOWING MIN IMUM PROPERITES: F1(SHEAR)................................... 11261bs F2(TENSION)................................. 2278 Ice MOMENT...................................2743 in-lbs LS-6 FASTEN RIGID CONNECTIONS TO STUDS WITH A MINIMUM OF(4)#12 SCREWS. FASTEN TO CONCRETE SLAB WITH (1)112- DIAMETER HILTI KWIK BOLT III IN EACH CLIP (2114' MINIMUM EMBEDMENT). MISCELLANEOUS M-1 VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS. IMMEDIATELY NOTIFY THE ENGINEER AND ARCHITECT OF ANY DISCREPANCIES FOUND DURING FIELD VERIFICATION. CLAIR CLIP 6',16 GAGE RIGID9 OOE TRCH— Fr—ON OiCOMC MTL. DECK W/ ill'ILI}I`\KWIK BOLT 3EXPANSIONEXIST. CONC. SLAB ANCHOR BEAM TYPICAL 6" LOW WALL CONSTRUCTION DETAIL SCALE: 314' = V-0' SECTION OF RUNNER TRACK FOR ATTACHMENT OF HEADER TO FULL HEIGHT OF STUD DETAIL "A" (HEADER ATTACHMENT) CAP TRACK WEB STIFFINERS AT END BEARINGS LIGHT GAGE STEEL JOISTS PER SCHEDULE BASE TRACK DETAIL "C" (TYPICAL LIGHT GAGE HEADER) MATCH SAGE (SEE SCHEDULE) DETAIL "B" (JAMB STUDS) BOX HEADER FULL HEIGHT STUDS (SEE SCHEDULE) (SEE SCHEDULE) 'il' , I,I, I I CLARK DIETRICH , I,I, H436 BOX -HEADER —,— ,i,l, CONNECTOR W/ (20) #10-16 SCREWS (12 @ HEADER, SINGLE JAMB STUD 8@JAMB) (SEE SCHEDULE) DETAIL "D" (HEADER ATTACHMENT) O.C. PPORT ISSUED FOR CONSTRUCTION ISSUED FOR BID ISSUED FOR PERMIT ISSUED FOR REDLINE REVIEW ISSUED FOR 50 % KICK OFF MEETING MEZZANINE/CANOPY FRAMING PLAN SCALE: 3132" = V-0" PLAN NOTES: 1. ELEVATION TOP -OF -EXISTING STEEL BEAM/JOIST BEARING = 114'4" UNLESS NOTED + OR - (FROM ELEVATION 114'-7') ON PLAN. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT/ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3. REFER TO DRAWING S301 FOR GENERAL NOTES AND TYPICAL DETAILS. 4. TYPICAL 3 518' LOW WALL CONSTRUCTION: 362S162-54 (3 518', 16 GAGE) LIGHT GAGE METAL STUDS SPACED AT 16 INCHES ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR SHEATHING REQUIREMENTS. 5. TYPICAL FULL HEIGHT WALL CONSTRUCTION: 600S162-03 (6', 18 GAGE) LIGHT GAGE METAL STUDS SPACED AT 16 INCHES ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR SHEATHING REQUIREMENTS. 6.'HX' - INDICATES LIGHT GAGE HEADER ABOVE OPENING IN WALL BELOW. REFER TO LIGHT GAGE HEADER SCHEDULE ON THIS DRAWING. 7. EXISTING DUCT DROP. FRAME LIGHT GAGE WALLAROUND DUCT. 8. TYPICAL 6' LOW WALL CONSTRUCTION: 60OS162-54 IS", 16 GAGE) LIGHT GAGE METAL STUDS SPACED AT 16 INCHES ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR SHEATHING REQUIREMENTS. KEY PLAN SCALE: V = 100'-0' Q) 1 ``N �P RITry Oig4 Q�JeG.G\STE,pFo7�c Na. PEI 1500090j P`. STATE OF . 4�4: REV. PCR DATE REVISIONS BY NO. NO. DWG. TITLE MEZZANINE FRAMING PLAN, GENERAL NOTES. SECTIONS AND DETAILS PROJECT GIANT EAGLE MARKET DISTRICT #6550 LOCATION THE BRIDGES DEVELOPMENT — 11505ILLINOIS STREET 03-27-19 CARMEL, IN 46032 OWNER GIANT EAGLE, INC. 03-27-19 ITSET0'!t ral Engineers,Inc2]SSwllow Hill Roatl,Builtling 100 sere rvser rw. Pittsburgh, Pennsylvania 15220 Phone : (4i2) 722-0880 -- Fax: (412) 722-0887 S101 TSE Project No.: 5700 WNeV 3 h w z 0 z DATE: 04/24/19 FINAL APPROVED PLAN -- TFB