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BLD20030749 STRUCTURAL CALCS2`k �:, � � 5 --- A CONSULTING SIRUCTURALAND CML ENGINEERING CORPORATION �� Sunrise Assisted Living Facilities pF �DNIOrJ DS Structural Calculations Table of Contents �� �� � � � � Concrete Design �i�.......,....�....................�.�......��..�...���....��.......��...*...�...�� � � �� � � . �. � � �� � � ¢fir, �. ,5 ��4 �� r�s. � A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORAl10N Criteria COUG HLIIV PORTER LUNDEEN �� r Criteria: Sunrise Assisted Living Facilities Proj. No.: S00-0027-22 Rev. Date: 12/11/2002 Fire Code: Type V,1 hour sprinklered, over Type I FR parking garage Note: Slab between building and garage must be 3-hour 1997 UBC Table 7-A. Required PT cover = 2" Q ext. spans 1" C�? int. spans Wind: 1997 UBC, 80 mph, Exposure B Iw = 1.00 Seismic: 1997 UBC, Zone 3 I = 1.00 IP = 1.00 C� = 0.45 Ca = 0.33 R = 4.5 OMEGAo = 2.8 Soils: Bused on Soils Report b� Kleinfelder dated August 15, 2000 and Supplemental Report dated November 1, 2002 Other: Allowable Soil Bear�ir�g Pressure = 25�0 psf Footing depth =18 inches exterior,l2 inches inferior (minunum} Friction coefficxenfi = U.5 Static Passive Earth Pressure = 300 pcf Active Lateral Earth Pressure �Unresixa�irted}= 38 pcf At Rest Lateral Earth Pressure (Restrained)= 55 pcf Traffic Surcharge = 250psf over upper 10 feet Seismic Soil Profile Type � Sc Page 1 of 4 Print Date: 12/12/2002 COUG HLIN PORTERLUNDEEN Criteria: Sunrise Assisted Living Facilities Roo Loadin s Live Lvad Snow Tenant Accessible Roof Decks (Adjacent to dining room on 3rd Floor) Dead Load Flat Roof Pitched Roof Roof Deck Roofing --Built-up Rigid Insulation Sheathing -- 3/4" Plywood Framing -- 91/2" I -joists Ceiling — (2) layers 5/8" GWB Misc. Roofing -- Comp Sheathing -- 3/4" Plywood Overf�raming -- Trusses Insulation Sheathing — 3/4" Plywood Framing -- 91/2" I -joists Ceiling -- (2) layers 5/S" GWB Misc. Topping -- 2:' Pavers 1/4" Protection Board Insulation Membrane Sheathing — 3/4" Plywood Framing — 91/2" I -joists Ceiling — (2) layers 5/8" GWB 25 psf 60 qsf 5.0 psf 1.0 psf 2.3 psf 1.7 psf 5.6 psf 1.5 psf 17 psf 2.0 psf 2.3 psf 2.5 psf 1.0 psf 2.3 psf 1.7 psf 5.6 psf 1.5 psf 19 psf 25.0 psf 1.1 psf 1.0 psf 3.0 psf 2.3 psf 1.7 psf 5.6 psf 1.5 psf 41 psf Page 2 of 4 Print Date: 12/12I2002 COUGHLIPI PORTERLUND6EN Criteria: Sunrise Assisted Living Facilities ----�" Roof at Porte Cochere Roofing --Comp Sheathing -- 3/4" Plywood Framing Ceiling Roofs Above Porches Roofing -- Camp Sheathing -- 3/4" Plywood Insuia�ion Fxaming Ceiling -- (2) layers 5/8" GWB Misc. 2.0 psf 2.3 psf 3.0 psf 2.8 psf 1.5 psf T2 psf 2.0 psf 2.3 psf 1.0 psf 2.5 psf 5.6 psf 1.5 psf 15 psf Page 3 of 4 Print Date: 12l12/2002 COUGHLIN PORTERLUNDEEPI Criteria: Sunrise Assisted Living Facilities ,� Wood Framed Floor Loadings Live Load T�picat Residential Space 40 psf Corridors/Stairs .100 psf Dining Spaces � 60 psf Dead Load interior Fioor Floor Finish Allowance 3.0 psf Topping — 3/4" Gyperete 6.5 psf Sheathing -- 3/a" Plywood 2.5 psf Framing -- 91/ 2" I -joists 1.7 psf Ceiling -- (2) layer 1/2" GWB 5.6 psf Sprinklers & Misc. 1.5 psf 21 psf Wall Load Exterior Walls with Wood Siding 12 psf interior Partition Walls 10 psf ��� P.T. Level Loading Live Load Typical Residential Space 40 psf Balconies (decks) 60 psf Corridors/Stairs �00 psf Snow (at planters} 25 psf Assembl�Areas 100 psf Garage (Reducible) 50 psf Dead Load Interiors (nof including slab weight) Floor Finish Allowance -Tile? Vinyl? Carpet? 5.0 psf Sprinklers & Misc. 5.0 psf 10 psf Decks and Exterior Corridors (not inciudfng slab weight) Pavex Allowance - 2" Pavers 25.0 psf Sprinklers & Misc. 5.0 psf 30 psf Page 4 of 4 Print Date: �2/1212002 ACONSULTING SfRUGTURALAND CML ENGINEERING CORPORATION • Roof, Third, 8� Second Floor Framing Design