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Home My WebLink About8.0 Foundation PlanCo Co N M 76'-0" 2" 7' - 2" 7'-2" 7'-2" 7' - 2" 7'-2" 7'-2" 7' - 2" 7'-2" 7' - 2" 2'-2„ 7' - 2" 1203 - 1301 1203 7 I I El 1' 111-111 -1111 1=III= =1111 O 2301 VIII 111-=, I I=1 I 1-F,-411 1203 1301 1102 FOUNDATION PLAN 1/4" = 1'-0" M co 2301 kr' 1103 Co N Co CV cY) Co J STRUCTURAL KEYED NOTES MARK STRUCTURAL ITEM 1101 CONC. FOOTING - 36" DIA. x 10" (d) SONOTUBE w/ (3) #4's EACH WAY 1102 CONC. FOOTING - 24" DIA. x 10" (d) SONOTUBE w/ (3) #4's EACH WAY 1103 CONC. FOOTING - 18" (w) x 10" (d) x CONT. w/ (2) #4's CONT. 1201 MARRIAGE LINE SUPPORT - RATED STAND (11,000 CAPACITY) OR DOUBLE -STACKED 8x16 CMU BLOCKS. 1202 MARRIAGE LINE SUPPORT - RATED STAND (4,000 CAPACITY) OR DOUBLE -STACKED 8x16 CMU BLOCKS. 1203 CHASSIS SUPPORT - RATED STAND (4000 CAPACITY) OR SINGLE -STACKED 8x16 CMU BLOCKS. 1301 TIE -DOWN - METAL STRAP w/ FRAME CLAMP AND TURN -BUCKLE 1304 FLOOD OPENINGS - 26 OPENINGS. SPACE MORE OR LESS EQUALLY WITH NO LESS THAN 2 PER WALL. NUMBER MAY BE DECREASED WITH LARGER OPENINGS. PROVIDE 2030 SQ. IN. MINIMUN NET OPENING AREA. 2301 FRAMED WALL -TREATED STUD GRADE HEM FIR OR DOUG. FIR - LARCH 2x4's @ 16" O.C. w/ EXT. GRADE 7/16 PLYWOOD SHEATHING NAILED WITH 8d COMMON WIRE NAILS SPACED 6"/12" (EDGE/FIELD). .. I� I IIII-1 liiil� 111,;,1ori 1lll�i±Illlll�rIl1l' 11 FOUNDATION SECTION 1/2" = niorr---111:1111 ,,,111,;,111,;,111- _III -III � - '-21/2" WALL STUD 4***88S 2X4 WIRE MESH STAPLED TO INTERIOR FACE OF STUDS AND 2x4's FLOOD OPENING 1" = 1'-O" WALL STUD /7 / - - // // // � DESIGN DATA DESIGN STANDARDS 1. IRC 2012 2. ACI 332-10 3. ANSI/AWC NDS -2012 DESIGN LOADS 1. Roof Live Load = 20 psf 2. Roof Snow Load = 40 psf 3. Basic Wind Speed = 90 mph 4. Seismic A. Site Class D B. Seismic Design Category = B SOIL BEARING CAPACITY 1. Soil Bearing Capacity = 1500 psf -END OF SECTION - REINFORCED CONCRETE PART 1 - GENERAL 1.01 WORK INCLUDED A. Reinforced concrete structural components as shown in the construction documents. 1.02 RELATED WORK Excavation A. Forming 1.03 QUALITY ASSURANCE A. PART 2 - PRODUCTS Codes and Standards 1. 2012 IRC 2. ACI 332-10 3. ASTM, designations as specified. 2.01 YIATERIALS A. Concrete: Use concrete having a compressive strength 'f'c' of 2500 psi or greater. Reinforcing Steel: Use reinforcing steel having a yield strength 'fy' of 60,000 psi or greater. PART 3 - EXECJTION 3.01 •ISPECTION A. Coordinate with mechanical, electrical and architectural prior to pouring concrete. Provide sleeves, block outs, etc. as required. 0. Verify that adverse soil conditions do not exist prior to pouring foundation concrete. Inform Engineer of any adverse soil conditions. 3.02 INSTALLATION Contractor is responsible for proper placement of all embedded anchor bolts, angles, plates, etc. Bear all concrete footings at or below frost depth. 6. Bear footings on undisturbed natural material, or on fill that is wetted to 95% optimum moisture content and compacted in 8" (maximum) loose lifts to 95% maximum dry density. D. Wall verts may be wet -stabbed into strip footings. 3.03 PROTECTION A. Cold Weather Protection. 1. Provide cold weather protection whenever the temperature is forecast to fall below 40°F within 14 days of concrete placement. 2. Protect concrete against freezing until it has cured for no less than five days. 3. Do not place concrete in contact with frozen surfaces. - END OF SECTION- LUMBEFFRAMING PART 1 - GENIRAL 1.01 A)RK INCLUDED A. Lumber -framed structural components as shown in the construction documents. 1.02 QUALITY ASSURANCE \. Codes and Standards 1. 2012 IRC 2. ANSI/AWC NDS -2012 PART 2 - PRODJCTS 2.01 MATERIALS A. Lumber meeting or exceeding the following species and grades: 1. Wall studs and built-up columns Doug -fir Stud Grade 2. Timber Columns Doug -fir No. 2 PART 3 - EXECUTION 3.01 NSTALLATION 1. Lumber in direct contact with foundation concrete must be pressure treated. - END OF SECTION - GENERAL GRADING NOTES 1. SLCoE FINISH GRADE AWAY FORM THE FOUNDATION AT A MINIMUM 2 PERCENT SLOPE FO A MINIMUM DISTANCE OF 10 FEET MEASURED FROM THE FOUNDATION. 2. FINSHED GRADE AT EXT. FOUNDATION WALL TO BE A MINIMUM 8 INCHES BELOW THE TO' OF THE FOUNDATION WALL. 3. TOVJF FOUNDATION WALL MUST BE A MINIMUM OF 12 INCHES ABOVE THE DRAI CUB PLUS 2 PERCENT OF THE DISTANCE FROM THE DRAINAGE CURB TO THE FqMDATION. 1. PROVIDE CRAWLSPACE VENTS OR CONDITIONING PER LOCAL CODES. 3D VIEW (I) Revision Description Z 0 (i)w Rev. Date 4t V la) • aims co 0 oo s 4- L C�1 i C os 0 m O LO Co d' LO O� M O Nr X g cs •- lL � oo 1- -6) LCA p� 0 0\ U Mi;r CL T‘i of 0 CD 0 N 0 0 I w w V)