362 HEATHER RD 2016-01-01 MF Import

i � sliderule mgmanng se�R+.2 C�ar c- ac� Curtismith Residence Remodel 362 Heather Road Everett.Washington 98203 Project number: ?004.1802.00 Project Ereineer: Andrew L. Herrick, P.E. � �l� � w. '� �� lt �)°i51 cc�l� � Sliderule Engineering Works, Ilc 1932 First Avenue Suite 809 Seattle, Washington 96101 (206) 728-4844 Owner: Brian Smith and Jamie Curtismith 362 HealherRoad Everett,Washington 98203 (425) 252-4165 Design Criteria: 2003 International Building Code Roof Dead Load: 15 psf Floor Dead Load: 15 psf Livc Load: 25 psf(snow) Live Load: 40 psf Wind Speed: 85 mph Seismfc Criteria: Building Type D-1 Exposure C R=4.5 1 = 1.O, Ss= 1.25, 51 =0.40 Allowable Soil Pressure: 2000 psf(assumed) Concrete and Reinfarcfng Bar: 28 day strength for slab and footings= 2500 psi, 40 ksi reinforcing bar. Use: All new exterior walis shall be HFN2 2x6 studs spaced 16" on center, unless noted otherwise. All new interior bearing walls shall be HFtt2 2x4 studs spaced 16" on center, unless noted otherwise. All wood members exposed te weather or concrete shall be treated. All metal connectors exposed to weather shall be galvanized. All nails and/or bolts exposed to weather shall be galvanized.. A-307 bolts and lag bolts at connections and embedded anchor boltr, unless noted otherwise. 2x Lumber HFN2 KD Fb=1155 psi(min), E=1,300,000 psi (min). 4x and 6x Lumbcr DFN2 F6=1100 psi (min), E=1,600,000 psi(min). Trusloist PSL beams Fv=290 psi(min), Fb=2,900 psi (min), E=2,000,000 psi(min). Hilti Kwik-Bolt Anchors per plans and details. Install per manufacturer's specifications unless noted otherwise. .�,�wJ��i� ) `�T 1�_�/f��l. �i�_•."'. f._ _�f' ` � _T Y�� 'J F: � 01. : ,W . ��1�� _ ---- D . , ; �---- 1932 first avcnue,suitc 809 scallle.washington 9810L2498 r=206.728+4844 J��`i=706+728+7643 r =sliderule bix