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Home My WebLink AboutA002 - 100_BID AND PERMIT (08-27-20)STANDARD SYSTEMS SHAFTWALL SYSTEMS NOTE: * = AT FRAMING EXCEEDING 12'-0" HEIGHT, PROVIDE BRACINGFRAMING1 5/8" 2-1/2" 2-1/2" 2-1/2" 3-5/8" 3-5/8" 3-5/8" 6" 6" 6" 2-1/2" C-H STUDS 2-1/2" C-H STUDS 2-1/2" C-H STUDS 4" C-H STUDS 4" C-H STUDS 6" DBL E STUDS 6" DBL E STUDS </= 6'-0" > 6'-0" - </= 8'-0" > 8'-0" - </= 10'-0"DEPTHAT MID HEIGHT LOCATION, BUT NOT TO EXCEED 12'-0" MAX. SPAN 25--(0.0179") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0199") 22--(0.0294") 20--(0.0341") 25--(0.0199") 20--(0.0341") 25--(0.0199") 20--(0.0341")FRAMINGGAUGESTUD 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 24" 24" 24" 24" 24" 24" 24" 2-4"X16GA. METAL CEE STUDS 2-6"X18GA. METAL CEE STUDS 2-6"X16GA. METAL CEE STUDSSPACINGALLOWABLEL/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 LINTEL SIZEDEFLECTIONFURRING2 HOUR1 LAYER8'-3" 7'-3" 11'-0" 9'-9" 12'-0" 10'-6" 13'-0" 11'-6" 14'-6" 12'-9" 16'-0" 14'-0" 17'-3" 15'-0" 20'-0" 15'-0" 25'-3" 22'-0" 26'-6" 23'-3"RATED12'-1" 14'-11" 15'-3" 16'-11" 18'-2" 26'-3" 28'-0"ONE SIDE*PARTITION1 HOUR1 LAYER9'-6" 8'-3" 12'-6" 10'-9" 13'-0" 11'-6" 14'-0" 12'-3" 16'-0" 13'-6" 17'-3" 15'-0" 18'-3" 16'-0" 20'-0" 15'-0" 26'-0" 22'-9" 27'-6" 24'-0"RATED11'-8" 13'-7" 14'-0" 15'-10" 17'-6" 25'-3" 28'-0"EACH SIDEPARTITION2 LAYERS10'-6" 8'-9" 13'-6" 11'-3" 14'-0" 12'-3" 14'-9" 13'-0" 16'-9" 13'-6" 18'-0" 15'-9" 19'-0" 16'-6" 20'-0" 15'-0" 23'-9" 20'-9" 25'-6" 22'-3"EACH SIDEINTERIOR WALL LIMITING HEIGHTS LINTEL SCHEDULE U.N.O. REFER FLOOR PLAN FOR PARTITION TYPE CUT GYPSUM WALLBOARD TO FIT DECK FLUTES DEFLECTION TRACK ATTACHED WITH ANCHORS AT 2'-0" O.C.DO NOT ATTACH GYPSUM WALLBOARD TO TOP TRACK STRUCTURAL FLOOR OR ROOF ASSEMBLY FILL GAP WITH ACOUSTICAL SEALANT GYPSUM PARTITION AT STRUCTURE REFER FLOOR PLAN FOR PARTITION TYPE HB PTA SERIES PARTITION TOP ANCHOR OR OTHER APPROVED LATERAL SUPPORT METHOD STRUCTURAL FLOOR OR ROOF ASSEMBLY CMU PARTITION AT STRUCTURE BOND BEAM - REF STRUCTURAL COMPRESSIBLE FILLER IN JOINT AND FLOOR/ROOF1"FILL CAVITY WITH ACOUSTICAL INSULATION REFER FLOOR PLAN FOR PARTITION TYPE FIRECODE COMPOUND BOTH SIDES. 1/2" @ 1 HR; 1" @ 2HR DEFLECTION TRACK ATTACHED WITH ANCHORS AT 2'-0" O.C. DO NOT ATTACH GYPSUM WALLBOARD TO TOP TRACK STRUCTURAL FLOOR OR ROOF ASSEMBLY FIRE RATED GYPSUM PARTITION AT STRUCTURE REFER FLOOR PLAN FOR PARTITION TYPE HB PTA SERIES PARTITION TOP ANCHOR OR OTHER APPROVED LATERAL SUPPORT METHOD STRUCTURAL FLOOR OR ROOF ASSEMBLY FIRE RATED CMU PARTITION AT STRUCTURE BOND BEAM - REF STRUCTURAL1"FILL CAVITY WITH THERMAFIBER SAFING INSULATION J-MOLD FIRECODE COMPOUND BOTH SIDES. 1/2" @ 1 HR; 1" @ 2HR FILL CAVITY WITH THERMAFIBER SAFING INSULATION 1/4" JOINT #093 ZINC CONTROL JOINT GYPSUM WALLBOARD PER PARTITION TYPE GYPSUM PARTITION CONTROL JOINT CMU CONTROL JOINT BACKER ROD AND SEALANT JOINT EA. SIDE OF WALL FLANGED NEOPRENE CONTROL JOINT CONT. STOP HORIZ. BARS AT EACH SIDE OF JOINT VERTICAL REINFORCING PER STRUCTURAL SASH BLOCK CMU 3/8" ADDITIONAL STUD AS REQ'D 1/4" JOINT #093X ZINC CONTROL JOINT - FIRE RATED GYPSUM WALLBOARD PER PARTITION TYPE GYPSUM PARTITION CONTROL JOINT FIRE-RATED ADDITIONAL STUD AS REQ'D THERMAFIBER INSULATION CMU CONTROL JOINT FIRE RATED BACKER ROD AND SEALANT JOINT EA. SIDE OF WALL CERAMIC FIBER BLANKET WERE REQUIRED FOR FIRE RATING STOP HORIZ. BARS AT EACH SIDE OF JOINT VERTICAL REINFORCING PER STRUCTURAL SASH BLOCK CMU 1/2" STRUCTURAL FLOOR OR ROOF ASSEMBLY WALL HEIGHT C = EXTEND TO BOTTOM OF CEILINGWALL HEIGHT A = EXTEND WALL TO 6" ABOVE CEILINGWALL HEIGHT S = EXTEND WALL TO BOTTOM OF STRUCTURAL DECKBRACE TO STRUCTURE AT 4'-0" O.C. AT PARTIAL HEIGHT WALLS METAL STUDS. PROVIDE WIDTH PER WALL TYPE AND GAGE AS REQUIRED FOR HEIGHT 5/8" GYPSUM WALLBOARD TYP. BOTH SIDES (USE TYPE X FOR RATED ASSEMBLIES) SOUND ATTENUATION INSULATION AS SPECIFIED PER WALL TYPE CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT ALL JOINTS 45.00° ACOUSTICAL SEALANT AT ALL JOINTS DEFLECTION TRACK AT STRUCTURE TYPICAL WALL NOTES CEILING WHERE OCCURS FIRE RATING (AS OCCURS) HEIGHT ATTRIBUTE S - CONSTRUCT TO STRUCTURE ABOVE A - CONSTRUCT WALL TO 6" ABOVE CEILING C - CONSTRUCT WALL TO CEILING **IF NO ATTRIBUTE - CONSTRUCT WALL TO STRUCTURE. 1 HR W1A.S LOW WALL HEIGHT AS OCCURS 1 HR W1A.S 4' - 0" WALL TYPE - REFER SCHEDULE ON A002 WALL TYPE SYMBOL TYPICAL WALL NOTES A. VERIFY ALL RATED WALLS WITH LIFE SAFETY COMPLIANCE PLAN. B. ALL RATED WALL ASSEMBLY CONSTRUCTION SHALL BE SEALED WITH FIRE/SMOKE RATED SEALANT @ ALL JOINTS AND PENETRATIONS. PROVIDE SMOKE DAMPERS AT ALL DUCT PENETRATIONS THROUGH RATED WALLS. C. ALL ACOUSTICAL WALL ASSEMBLY CONSTRUCTION SHALL BE SEALED WITH ACOUSTICAL SEALANT AT ALL JOINTS AND PENETRATIONS. REFER TO TYPICAL ACOUSTICAL DETAILS. D. WATER RESISTANT GYPSUM WALLBOARD SHALL BE USED IN LIEU OF TYPE 'X' GYPSUM WALLBOARD IN ALL LOCATIONS WHERE CERAMIC AND PORCELAIN TILE FINISH IS USED; AS WELL AS ALL RESTROOMS, KITCHEN, MECHANICAL ROOMS, AND JANITOR CLOSETS. E. GAGE OF ALL INTERIOR METAL STUD FRAMING TO BE DESIGNED FOR 5 PSF WIND LOADS, STUD HEIGHT AND ADDITIONAL LOADING SUCH AS MILLWORK OR SUSPENDED ITEMS WITH DEFLECTION LIMITED TO L/240. F. ALL WALL FRAMING THAT EXTENDS ABOVE FINISH CEILING TO BE BRACED TO STRUCTURE ABOVE AT 4'-0" O.C. ALTERNATING DIRECTIONS AS LIMITING HEIGHTS REQUIRE. G. ALL WALL FRAMING NOTED TO EXTEND TO CEILING OR 6" ABOVE CEILING TO BE BRACED TO STRUCTURE AT 4'-0" O.C. ALTERNATING DIRECTIONS. H. REFER TO REFLECTED CEILING PLAN FOR CEILING MATERIALS AND HEIGHTS; REFER ROOM FINISH SCHEDULE FOR APPLIED FINISHES AND SPECIAL INSTRUCTION. J. PROVIDE METAL TRIM OR ZIP-STRIPS AT THE EDGES OF ALL GYPSUM WALLBOARD WHERE IT ABUTS ANOTHER MATERIAL AND WHERE EDGES ARE EXPOSED TO VIEW. K. DIVIDE ALL GYPSUM WALLBOARD AREAS WITH CONTROL JOINTS NOT EXCEEDING 30 FEET IN EITHER DIRECTION OR AS SHOWN OTHERWISE. PROVIDE RATED CONTROL JOINTS IN FIRE RATED PARTITIONS. COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT PRIOR TO INSTALLATION. L. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD IN ALL CORRIDORS, STAIRCASES AND OTHER SPACES AS NOTED ON PLANS. M. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. AT MASONRY WALLS. PROVIDE VERTICAL REINFORCEMENT PER STRUCTURAL DRAWINGS AND SPECIFICATIONS. FIRE RATING REF. DESIGN No. STC RATING TEST No.M4A - - - - - DESCRIPTION: 4" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.3 5/8"5 5/8" 7 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M6A - - - - - DESCRIPTION: 6" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No.M6B 1 HR UL U906 - - DESCRIPTION: 6" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No.M8A - - - - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No.M8B 1 HR UL U905 - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.5 5/8" 7 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M6C 2 HR UL U906 - - DESCRIPTION: 6" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.5 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M8C 2 HR UL U905 - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.7 5/8" 7 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M8D 3 HR UL U904 - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.9 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M10A - - - - - DESCRIPTION: 10" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.11 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M12A - - - - - DESCRIPTION: 12" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No. S2A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one of 1-5/8" steel studs 16" o.c.2 1/4"FIRE RATING REF. DESIGN No. STC RATING TEST No. S3A - - - - - INTERIOR FURRED WALL: One layer 5/8" X gypsum board applied vertically to one of 2-1/2" steel studs 16" o.c.3 1/8" FIRE RATING REF. DESIGN No. STC RATING TEST No. S4C - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c.4 7/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one of 3-5/8" steel studs 16" o.c.4 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4E 1 HR UL U419 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.4 7/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4B - - - - - INTERIOR FURRED WALL: One layer 5/8" X gypsum board applied vertically to one of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.4 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4D - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.4 7/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4F 2 HR UL U419 - - INTERIOR WALL: Two layers of 1/2" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.5 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No. S6C - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 6" steel studs 16" o.c.7 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.S6A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one of 6" steel studs 16" o.c.6 5/8"FIRE RATING REF. DESIGN No. STC RATING TEST No. S6E 1 HR UL U419 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation. FIRE RATING REF. DESIGN No. STC RATING TEST No. S6B - - - - - INTERIOR FURRED WALL: One layer 5/8" X gypsum board applied vertically to one of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation. FIRE RATING REF. DESIGN No. STC RATING TEST No. S6D - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation. FIRE RATING REF. DESIGN No. STC RATING TEST No.S6F 2 HR UL U419 - - INTERIOR WALL: Two layers of 1/2" X gypsum board applied vertically to each side of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.8" 6 5/8"7 1/4" 7 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W4A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one side of 2x4" wood studs 16" o.c.4 1/8"FIRE RATING REF. DESIGN No. STC RATING TEST No. W4B - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c.4 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.W4C - - - 33 RAL-TL11-086 INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 3-1/2" fiberglass batt insulation.4 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W4D 1 HR UL U305 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 3-1/2" fiberglass batt insulation.4 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W6A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one side of 2x6" wood studs 16" o.c.6 1/8" FIRE RATING REF. DESIGN No. STC RATING TEST No. W6B - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x6" wood studs 16" o.c.6 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.W6C - - - 33 RAL-TL11-086 INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x6" wood studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.6 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W6D 1 HR UL U305 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.6 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.W6E 1 HR UL U311 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.7 1/4" DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A002 INTERIOR WALL TYPES AND DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1 1/2" = 1'-0"02 TYPICAL INTERIOR WALL DETAILS SCALE: 1 1/2" = 1'-0"01 TYPICAL INTERIOR WALL SECTION SCALE: 3/4" = 1'-0" INTERIOR WALL TYPES LEGEND # DESCRIPTION DATE 07/14/21