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Home My WebLink AboutS104 - 100_BID AND PERMIT (08-27-20)A B C D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A.1 B.1 C.1 AREA A AREA B 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 60' - 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"150' - 0"L1A ACTYP CTYP C TYP H1 H1 H4H4 H4H4 CTYP 14 S203 14 S203 14 S203 14 S203 9 S203 8 S203 H1 13 S203 13 S203 13 S203 @ WDW @ WDW @ WDW @ WDW @ WDW @ WDW @ WDW 9 S203 14 S203 @ WDW 14 S203 @ WDW 9 S2035 S203 TYP 5 S203 TYP 5 S203 TYP 5 S203TYP 5 S203 TYP L1W8X13A B12 S203 11 S203 12 S203 3 S203 6 S203 6 S203 7 S203 14 S203 @ WDW 14 S203 @ WDW 1.5 2.5 DECK BRG EL @ GRID A = 134'-8" DECK BRG EL @ GRID D = 135'-11" DECK BRG ELEV=138'-0" DECK BRG ELEV=138'-4" ROOF HATCH, SEE ARCH MECH UNIT 3100# VERIFY WT, SIZE & LOC W/ MECH MO MO H4 H4 W14X22 7 S203 H4 H4 11 S203 10 S203 TYP 3 LOC STL CHANNEL SUPPORT, SEE 2/S203 H8 H8 H8 H8 H8 21 S202 21 S202 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 AREA A AREA B 180' - 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" 10' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" L1H4 H4CTYP CTYP CTYP AA A14 S203 @ WDW 14 S203 @ WDW 9 S203 14 S203 @ WDW 14 S203@ WDW 14 S203@ WDW 9 S203 5 S203 TYP 5 S203 TYP 5 S203 TYP 5 S203 TYP 12 S203 11 S203 12 S203 4 S203 8 S203 DECK BRG EL @ GRID A = 134'-8" DECK BRG EL @ GRID D = 135'-11" MECH UNIT 3100# VERIFY WT, SIZE & LOC W/ MECH MO MOH4 H4H4STL CHANNEL SUPPORT, SEE 2/S203 15 S203 @ WDWH4H8 H8H8 15 S203 @ WDW 21 S202 ROOF FRAMING PLAN NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DECK BEARING ELEVATION = VARIES, SEE PLAN. SEE DETAIL 1/S203 FOR ROOF OPENING SUPPORT FRAME DETAIL AT ROOF OPENINGS(INCLUDING ROOF HATCHES, DRAINS AND MECHANICAL OPENINGS (MO)). SEE DETAIL 2/S203 FOR MECHANICAL UNIT SUPPORT DETAIL. MECHANICAL UNIT WEIGHTS AND SIZES SHOWN ON PLAN INDICATE THE MAXIMUM WEIGHT AND SIZE PERMITTED. MECHANICAL CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IF ANY UNIT WEIGHTS OR SIZES EXCEED THOSE SHOWN ON PLAN, OR IF ANY UNIT LOCATION DIFFERS FROM THE LOCATION SHOWN ON PLAN. 3" ROOF DECK FASTENING SHALL BE #12 TEK SCREWS (AT CFS SUPPORTS) OR 5/8"Ø PUDDLE WELDS (AT STRUCTURAL STEEL SUPPORTS) W/ 24/4 PATTERN. FASTEN DECK TO SUPPORTS AT 8" O.C. AT BUILDING PERIMETER. SIDELAP FASTENERS SHALL BE (6) #10 TEK SCREWS EQUALLY SPACED BETWEEN SUPPORTS. ON PLAN DENOTES LINTEL. SEE LINTEL SCHEDULE SHEET S102. ON PLAN DENOTES COLD FORMED STEEL HEADER. SEE COLD FORMED STEEL HEADER SCHEDULE ON SHEET S102. 1. 2. 3. 4. 5. 6. 7. 8. ROOF FRAMING KEYNOTES: 3"-20 GA TYPE 'N' ROOF DECK. PROVIDE 2" CLEAR FROM TOP OF HOIST BEAM TO UNDERSIDE OF ROOF DECK. COORDINATE LOCATION W/ ELEVATOR SUPPLIER. WALL TOP TRACK ASSEMBLY (SEE 5/S203) TO SPAN CONTINUOUS OVER WALL OPENING. NO HEADER REQUIRED. A B C L_ H_ 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 S104 ROOF FRAMING 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"S104 1 ROOF FRAMING PLAN - AREA A 1/8" = 1'-0"S104 2 ROOF FRAMNG PLAN - AREA B N N # DESCRIPTION DATE 07/14/21