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HomeMy WebLinkAboutS003 Foundation Loading Plan & CC Wind LoadingREF.RAPA A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6 F 3.9 E 5.5 5.5 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 E.1 E.1 DEAD = 59 KIPS LIVE = 24 KIPS SNOW = 3 KIPS WIND = +2 KIPS / -2 KIPS EQ = +1 KIP / -2 KIPS DEAD = 130 KIPS LIVE = 55 KIPS SNOW = 49 KIPS WIND = +3 KIPS / -23 KIPS EQ = +2 KIPS / -2 KIPS DEAD = 15 KIPS LIVE = 6 KIPS SNOW = 7 KIPS WIND = +2 KIPS / -6 KIPS EQ = 0 DEAD = 15 KIPS LIVE = 8 KIPS SNOW = 3 KIPS WIND = +2 KIPS / -5 KIPS EQ = 0 DEAD = 161 KIPS LIVE = 110 KIPS SNOW = 49 KIPS WIND = +171 KIPS / -176 KIPS EQ = +96 KIPS / -140 KIPS DEAD = 305 KIPS LIVE = 120 KIPS SNOW = 57 KIPS WIND = +10 KIPS / -35 KIPS EQ = +5 KIPS / -8 KIPS DEAD = 170 KIPS LIVE = 95 KIPS SNOW = 49 KIPS WIND = +35 KIPS / -55 KIPS EQ = +5 KIPS / -40 KIPS DEAD = 20 KIPS LIVE = 10 KIPS SNOW = 6 KIPS WIND = +4 KIPS / -10 KIPS EQ = +1 KIP / -1 KIP DEAD = 127 KIPS LIVE = 62 KIPS SNOW = 24 KIPS WIND = +290 KIPS / -258 KIPS EQ = +0 KIPS / -260 KIPS DEAD = 182 KIPS LIVE = 96 KIPS SNOW = 44 KIPS WIND = +135 KIPS / -135 KIPS EQ = +96 KIPS / -0 KIPS DEAD = 180 KIPS LIVE = 118 KIPS SNOW = 55 KIPS WIND = +173 KIPS / -183 KIPS EQ = +140 KIPS / -0 KIPS DEAD = 236 KIPS LIVE = 72 KIPS SNOW = 39 KIPS WIND = +123 KIPS / -188 KIPS EQ = +158 KIPS / -23 KIPS DEAD = 364 KIPS LIVE = 116 KIPS SNOW = 72 KIPS WIND = +5 KIPS / -32 KIPS EQ = +2 KIPS / -0 KIPS DEAD = 328 KIPS LIVE = 121 KIPS SNOW = 88 KIPS WIND = +0 KIPS / -32 KIPS EQ = 0 KIPS DEAD = 122 KIPS LIVE = 65 KIPS SNOW = 44 KIPS WIND = +18 KIPS / -39 KIPS EQ = +21 KIPS / -5 KIPS DEAD = 250 KIPS LIVE = 89 KIPS SNOW = 42 KIPS WIND = +245 KIPS / -200 KIPS EQ = +0 KIPS / -230 KIPS DEAD = 430 KIPS LIVE = 130 KIPS SNOW = 88 KIPS WIND = +85 KIPS / -80 KIPS EQ = +77 KIPS / -44 KIPS DEAD = 35 KIPS LIVE = 20 KIPS SNOW = 10 KIPS WIND = +2 KIPS / -10 KIPS EQ = +3 KIPS / -1 KIPS DEAD = 415 KIPS LIVE = 130 KIPS SNOW = 100 KIPS WIND = +8 KIPS / -50 KIPS EQ = +8 KIPS / -2 KIPS DEAD = 185 KIPS LIVE = 90 KIPS SNOW = 70 KIPS WIND = +15 KIPS / -44 KIPS EQ = +18 KIPS / -2 KIPS DEAD = 136 KIPS LIVE = 73 KIPS SNOW = 23 KIPS WIND = +420 KIPS / -487 KIPS EQ = +417 KIPS / -145 KIPS DEAD = 248 KIPS LIVE = 110 KIPS SNOW = 52 KIPS WIND = +256 KIPS / -270 KIPS EQ = +165 KIPS / -185 KIPS DEAD = 122 KIPS LIVE = 52 KIPS SNOW = 50 KIPS WIND = +7 KIPS / -18 KIPS EQ = +4 KIPS / -6 KIPS DEAD = 175 KIPS LIVE = 95 KIPS SNOW = 64 KIPS WIND = +2 KIPS / -22 KIPS EQ = +2 KIPS / -2 KIPS DEAD = 68 KIPS LIVE = 42 KIPS SNOW = 9 KIPS WIND = +2 KIPS / -4 KIPS EQ = +1 KIP / -1 KIPS DEAD = 12 KIPS LIVE = 10 KIPS SNOW = 10 KIPS WIND = +1 KIP / -8 KIPS EQ = +1 KIP / -1 KIP DEAD = 430 KIPS LIVE = 132 KIPS SNOW = 89 KIPS WIND = +85 KIPS / -80 KIPS EQ = +77 KIPS / -45 KIPS NOTES: 1. LOADING INFORMATION IS PROVIDED FOR THE PURPOSES OF SOIL IMPROVEMENT DESIGN ONLY. 2. LOADS SHOWN IN GREEN BOXES ARE NOMINAL (UNFACTORED) LOADS CALCULATED PER ASCE 7-16 AND HAVE BEEN ROUNDED UP TO THE NEAREST KIP. 3. LOADS DESIGNATED AS "WIND" ARE THE VERTICAL COMPONENTS RESULTING FROM LATERAL WIND LOADS APPLIED TO THE BUILDING CALCULATED IN ACCORDANCE WITH ASCE 7-16. 4. LOADS DESIGNATED AS "EQ" ARE THER VERTICAL COMPONENTS RESULTING FROM SEISMIC LOADS CALCULATED IN ACCORDANCE WITH ASCE 7-16. 5. LOADS SHOWN DO NOT INCLUDE LIVE LOAD REDUCTION. 6. LOADS SHOWN EXCLUDE SELF-WEIGHT OF FOOTING AND WEIGHT OF SLAB-ON GRADE. 7. FOOTINGS HAVE BEEN SIZED ASSUMING A DESIGN ALLOWABLE BEARING PRESSURE OF 4000 PSF. NOTIFY STRUCTURAL ENGINEER IF THIS VALUE IS NOT ACHIEVED. 8. SLAB-ON-GRADE IS TO BE 5" THICK ON 12" OF COMPACTED SUBBASE MATERIAL. PROVIDE SUPPORT AS REQUIRED TO CONTROL SLAB DEFLECTION IN ACCORDANCE WITH PROJECT SPCIFICATIONS. SLAB-ON-GRADE LIVE LOAD = 100 PSF. 9. EXTERIOR PERIMETER FOUNDATION WALL LOAD = 3000 PLF (DEAD). 10. ELEVATOR SHAFT PERIMETER FOUNDATION WALL LOAD = 2500 PLF (DEAD). ELEVATOR PIT ESTIMATED LIVE LOAD = 50 KIPS. SEE NOTES FOR DEAD. PRECAST STAIR SUPPORT FOOTING DEAD = 7 KIPS LIVE = 4 KIPSSTAIR LANDING FOUNDATION WALL DEAD = 3 KLF LIVE = 3 KLF B.5 B.5 N A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.310 ' - 0" MI N1 3 ' - 1 1 7 /8 "1 1 ' - 1 1 7 /8 "10 ' - 0" MI Nø 5 ' - 0 "ø 4' - 0"ø 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 2' - 8" ± 3' - 0" ± VIF 2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±2'-1 5/8"10'-0"2'-1 7/8"2'-7 1/2" ZONE 1 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 3 ZONE 3 ZONE 3ZONE 3 ZONE 3 ZONE 2 ZONE 2 ZONE 1 1 0 '-0 "10 '-0" ZONE 3 ZONE 2 ZONE 2 ZONE 1 1 0 '-0 "1 0'- 0 " NOTES: 1. SEE TABLE ABOVE FOR LOAD VALUES. 2. FOR WALLS: EDGE DISTANCE (WIDTH OF ZONE 5) = 10'-0" FROM EACH CORNER, EACH WAY. BALANCE OF WALL FALLS IN ZONE 4. B.5 B.5 N GENERAL NOTES: 1. ULTIMATE COMPONENTS AND CLADDING PRESSURES PER ASCE 7. 2. USE ASCE 7 LOAD CASES TO CONVERT ULTIMATE VALUES TO SERVICE LOADS. 3. END ZONE DISTANCE (a) = 10'-0", 4. MEAN ROOF HEIGHT = 74'-0" 5. MINIMUM PRESSURE = +/- 16 PSF (ASCE 7 30.2) VERTICAL PRESSURE (PSF) - ROOF WITHOUT OVERHANG HORIZONTAL PRESSURE (PSF) - WALL VERTICAL PRESSURE (PSF) - ROOF WITH OVERHANG COMPONENT AND CLADDING WIND LOADS WALL AREA 10 ZONE 4 41.4 ZONE 5 ROOF AREA 10 ZONE 1 ZONE 2 ZONE 3 16.0 20 50 100 (+ ve)(- ve) 16.0 16.0 16.0 60.6 57.2 52.7 49.3 16.0 (+ ve)(- ve) 16.0 16.0 16.0 95.1 90.3 84.0 79.3 16.0 (+ ve)(- ve) 16.0 16.0 16.0 95.1 90.3 84.0 79.3 ROOF AREA 10 ZONE 1 ZONE 2 ZONE 3 16.0 20 50 100 (+ ve)(- ve) 16.0 16.0 16.0 58.2 56.3 54.8 54.4 16.0 (+ ve)(- ve) 16.0 16.0 16.0 81.2 73.5 62.0 54.4 16.0 (+ ve)(- ve) 16.0 16.0 16.0 115.7 100.3 81.2 69.7 50 100 >500 (+ ve, WINDWARD) (- ve, LEEWARD, SIDE) 38.1 35.6 29.9 41.4 39.2 37.6 33.7 41.4 38.1 35.6 29.9 75.9 67.2 60.6 45.2 20 41.4 41.4 41.4 75.9 >500 16.0 31.4 16.0 35.2 16.0 35.2 HORIZONTAL PRESSURE (PSF) - PARAPET WALL AREA 10 ZONE 4 42.2 ZONE 5 50 100 >500 WINDWARD LEEWARD WINDWARD LEEWARD 20 (+ ve, WINDWARD) (- ve, LEEWARD, SIDE) 42.2 38.9 36.4 30.5 (+ ve) 97.0 92.1 85.7 80.8 69.6 (- ve) (+ ve) 42.2 42.2 40.0 38.3 34.4 (- ve) (+ ve) 132.1 125.9 117.7 111.4 97.0 (- ve) (+ ve) 77.4 77.4 68.5 61.8 46.1 (- ve) 42.2 42.2 38.9 36.4 30.5 42.2 42.2 38.9 36.4 30.5 42.2 42.2 38.9 36.4 30.5 >500 16.0 41.4 16.0 68.2 16.0 68.2 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:42 PMS003 FOUNDATION LOADING PLAN AND C&C WIND LOADING 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/32" = 1'-0"1 FOUNDATION LOADING PLAN 3/32" = 1'-0"2 ROOF C&C WIND ZONE MAP REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021