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HomeMy WebLinkAboutS101_Bid Addendum No. 1A B C D 11 22 33 4 5 6 77 8 9 10 1111 12 13 14 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 60' - 0" A.1 B.1 C.1 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"150' - 0"40' - 0" 40' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"3' - 6 3/16"7' - 6" 9' - 10 7/16" 8"8' - 1 3/8"8"9' - 4 3/16" 8"4" 11' - 5" ELEV OPNG J1 J1 SEE 3/S201 FOR TYP CONTROL/CONST JT DETAIL AREA A AREA BS S S S C1 C2 C6 C6 C6 C5 C5 C3 C3 7' - 6 3/4" C2 C2 C2 C2 C2 C2 C2 C3 C3 6" F2 C2 F2 F3 F3 F3 F2 F2 F4 F2 F2 F2 F2 F2 F2 F2 F4 F4 F1 F1 F1 J1 J1 10 S20110 S201 9 S201 9 S2019 S201 10 S201 13 S201 10 S201 10 S201 13 S201 13 S201 13 S201 8 S201 8 S201 13 S201 11 S201 11 S201 10 S201 11 S201 11 S201 8 S201 8 S201 8 S201 12 S201 12 S201 12 S201 18 S201 TYP 4 SIDES 4' - 0" 15' - 9" 4' - 0" 16' - 0" 4' - 0" 5' - 4" 3' - 9 5/8" 8' - 10 3/8"32' - 1 1/4" 75' - 10 15/16" 43' - 4 13/16" 5' - 0"1' - 9"1' - 9"8' - 0" 4' - 0" 16' - 0" 4' - 0" 76' - 0" 4' - 0" 16' - 0" 4' - 0" 15' - 9" 4' - 0"1' - 5"3' - 2 3/4" 5' - 4" 4' - 1"2' - 1 1/4"SW3 F2F1 A #4 @ 24" O.C. CONT BOT TYP (2) #5 @ 16" O.C. CTRD UNDER EA BRG WALL SW1 SW1 SW1 SW1 SW1 SW1 S S S STFE= 98' - 8" TFE= 96' - 8"S S TFE= 96' - 8"TFE= 95' - 0"TFE= 96' - 8"W2 A C W1 W2 W2 W2 W2 W1 J1 J1 2'-6" FTGS S 2'-6" FTG 2'-6"FTG3'-0" FTG2'-6" FTG 5' - 0"5' - 0"1' - 0 3/4"5' - 4"1' - 6 3/8"5' - 8"3' - 6 3/4"5' - 4" 13 S201 12' - 0" 3' - 0"5' - 0"5' - 0"C3 F2 1.51.5 2.52.5 SIM SIM SIM 10 S201 SW3 4" 4" 4" 4"4"4"4"TYP8"8"20 S201 SIM 1' - 6 3/4" 15 S201 TYP SIM 21 S201 TYP23 S201 20 S201 TYP @ COL 19 S201 TYP 15 S201 TYP TFE= 98' - 8"12 S201 3'-0" FTG C C 30 S201 J2 20 S201 23 S201 15 S201 TYP 30 S201 TFE= 96' - 8" SIM 1 1 A B C D 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 A.1 B.1 C.1 180' - 0"J2J1 J1 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"SEE 3/S201 FOR TYP CONTROL/CONST JT DETAIL AREA A AREA B 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" C3 6" C3 C3 C6 F1 F1 F1 F3 J1 8 S201 8 S201 9 S201 8 S201 9 S201 9 S201 30 S201 30 S201 13 S201 9 S201 11 S201 8 S201 11 S201 8 S201 11 S201 11 S201 8 S201 13 S201 12 S201 12 S201 12 S201 4' - 0"15' - 9" 4' - 0" 126' - 0" 3' - 5" 28' - 7"4' - 0" 15' - 9" 4' - 0" 126' - 0" 4' - 0" 16' - 0" 4' - 0" 8' - 0" A #4 @ 24" O.C. CONT BOT TYP (2) #5 @ 16" O.C. CTRD UNDER EA BRG WALL SW1 SW1 SW1 SW1 SW1 SW1 SW1 A 2'-6" FTGW1 F2 C W1 W2 S S TFE= 98' - 8" 2'-6" FTG S S TFE= 98' - 8" 8 S201 2'-6" FTG 2'-6" FTGSIM SIM SIM 6' - 5" 3' - 11"4"4"4' - 0"4"4"4' - 0" 25' - 9" 4' - 0" 25' - 9" 4' - 0" 4" 17' - 11 1/2" 5' - 4"5' - 0"4"4"19' - 4 3/8" 8" 4' - 1"4 3/16"1' - 9"1' - 9" SIM TFE= 96' - 8"F1 8 S201 15 S201 TYP 15 S201 TYP 15 S201 TYP 20 S201 TYP @ COL 20 S201 SIM 9 S201 C2 F2 21 S201 1 1 1 1 1 1 12' - 0" 12' - 11"5' - 0"8" FOUNDATION PLAN NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCH DRAWINGS FOR SIZE AND LOCATION OF ALL WALL OPENINGS. FINISHED FLOOR ELEVATION (FFE) = 100'-0" UNO. VERIFY ALL DEPRESSED AND SLOPED SLABS W/ ARCH DRAWINGS AND MECH/ELEC CONTRACTORS. ALL CONTINUOUS WALL FOOTINGS SHALL BE 2'-0"W x 1'-0"D W/ (2) #5 CONTINUOUS BOTTOM UNO. SEE PLAN FOR FOOTING WIDTHS GREATER THAN 2'-0" AND SEE GENERAL NOTES FOR THICKNESS AND REINFORCING REQUIREMENTS. TOP OF EXTERIOR FOOTING ELEVATION (TFE) = 96'-8" UNO. TOP OF INTERIOR FOOTING ELEVATION (TFE) = 98'-10" UNO. S----S ON PLAN DENOTES STEPPED FOOTING. SEE DETAIL 1/S201. SEE SECTION 2/S201 FOR DROPPED FOOTING AT ALL UNDERGROUND MECHANICAL LINES ENTERING BUILDING. "CX" ON PLAN DENOTES STEEL COLUMN SIZE. SEE STEEL COLUMN SCHEDULE ON THIS SHEET. "FX" ON PLAN DENOTES FOOTING SIZE. SEE FOOTING SCHEDULE ON THIS SHEET. ON PLAN DENOTES MASONRY JAMB. SEE JAMB REINFORCING SCHEDULE ON THIS SHEET. ON PLAN DENOTES MASONRY WALL REINFORCING. SEE WALL REINFORCING SCHEDULE ON THIS SHEET. ON PLAN DENOTES INTERIOR SHEAR WALL ABOVE. SEE SHEAR WALL SCHEDULE ON THIS SHEET. SEE COLD FORMED STEEL WALL SCHEDULE ON THIS SHEET FOR WALL FRAMING REQUIREMENTS AT INTERIOR BEARING WALLS AND ALL EXTERIOR WALLS. STEEL DECK SHEATHING AT INTERIOR WALLS SHALL BE 26 GA MINIMUM WITH SECTION PROPERTIES EQUAL TO OR EXCEEDING THE FOLLOWING: - HEIGHT = 7/16" - I = 0.015 IN 4/FT - S = 0.40 IN 3/FT FASTENING TO STEEL STUDS SHALL BE #12 TEK SCREWS @ 8" O.C. (PANEL ENDS), 12" O.C. (INTERMEDIATE SUPPORTS) UNO IN SHEAR WALL SCHEDULE. FOUNDATION KEYNOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 8" MINIMUM CONCRETE SLAB ON GRADE W/ FIBER REINFORCING. SEE PLAN FOR ADDITIONAL REINFORCING. NOT USED. 4" MINIMUM CONCRETE SLAB ON GRADE W/ FIBER REINFORCING. NOT USED. A B J- SW- W- C D SHEAR WALL SCHEDULE NOTES: FASTEN SHEATHING DIRECTLY TO WALL STUDS AND BLOCKING. AT 'SW3', THE SHEATHING SHALL BE GYPSUM BOARD, SEE ARCH. FASTENING SHALL BE #6 MINIMUM "TYPE S" x 1 1/4" FLAT HEAD SCREWS @ 6" O.C. 1. 2. BEARING WALL SCHEDULE NOTES: 1. 2. 3. 4. 5. SEE 7/S201 FOR REQUIRED WALL BRIDGING. SEE 27/S201 FOR FRAMING AT INTERSECTION OF INTERIOR AND EXTERIOR WALLS. STUD LOCATIONS SHALL BE ALIGNED FROM FLOOR TO FLOOR. MATCH SIZE AND LOCATION OF ANY BEARING AND JAMB STUDS ABOVE. SEE PLAN NOTES FOR STEEL DECK SHEATHING REQUIREMENTS AT INTERIOR WALLS. SEE PLAN AND KEYNOTES FOR EXTERIOR WALL FRAMING AT THE LOADING BAY. PROVIDE 600S200-68 @ 20" O.C. ALONG GRIDS 1.5 AND 2. Phone: 763.425.9960 Fax: 763.425.9958 5279 Kyler Avenue NE Albertville, MN 55301 SOLUTIONS, P.A. STRUCTURAL INNOVATIVE Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA REVISIONS: 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 8-27-2020 JMW MJV 08/27/2020 S101 FOUNDATION PLAN 86220CARMELExtra 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 1/8" = 1'-0"S101 1 FOUNDATION PLAN - AREA A 1/8" = 1'-0" S101 2 FOUNDATION PLAN - AREA B SHEAR WALL SCHEDULE MARK STUD FRAMING STEEL DECK SHEATHING FASTENING REMARKS SW1 SEE BEARING WALL SCHED #12 TEK SCREWS @ 6" O.C. SW2 400S250-54 @ 20" O.C. #12 TEK SCREWS @ 6" O.C. SW3 SEE BEARING WALL SCHED N/A - SEE NOTE 2 COLD FORMED STEEL WALL SCHEDULE LEVEL INTERIOR BRG WALL EXTERIOR WALLS 1ST LEVEL 400S250-97 @ 20" O.C., SEE NOTE #5 BELOW 600S200-54 @ 16" O.C. 2ND LEVEL 400S250-54 @ 20" O.C. 600S162-54 @ 16" O.C. 3RD LEVEL 400S250-54 @ 5'-0" O.C., 20" O.C. REQ'D ALONG GRIDS 1.5 & 31 600S162-54 @ 16" O.C. JAMB REINFORCING SCHEDULE MARK VERT REINF WALL LENGTH TERMINATING REINF REMARKS VERTS LOCATION J1 (1) #5 8" --- --- J2 (3) #5 24" 1 LTL/BM BRG WALL REINFORCING SCHEDULE MARK BAR SIZE SPA ON CENTER LOCATION REMARKS W1 #5 16" CTR W2 #5 24" CTR W3 #5 32" CTR STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE REMARKS C1 HSS 4X4X1/4 3/4" X 10" X 10" C2 HSS 5X5X1/4 3/4" X 11" X 11" C3 HSS 5X5X5/16 3/4" X 11" X 11" C4 NOT USED --- C5 HSS 6X6X3/8 1" X 12" X 12" C6 HSS 8X8X3/8 1" X 14" X 14" C7 HSS 4X4X 1/4 3/4" X 10" X BM WIDTH FOOTING SCHEDULE MARK SIZE BOT REINF EW REMARKS F1 4'-6" X 4'-6" X 12" (5) #5 F2 6'-0" X 6'-0" X 14" (6) #6 F3 8'-6" X 8'-6" X 16" (8) #6 F4 11'-6" X 11'-6" X 20" (12) #6 N N # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 1 1 1 1 1 07/14/21