PANEL NOTATION (3) D4 D3 D2 D3X2 SHEATHING THICKNESS (IN.) D " NAILS/ SPACING " o.c. SILL BOLT SPACING 1 2 " 36" O.C. 1 2 " Ø

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11 PANEL NOTATION (3) D2 X2 SHEATHING THICKNESS (IN.) 32 " NAILS/ SPACING 32 " o.c. SILL BOLT SPACING 2 " 36" O.C. 2 " 2" O.C. 2 " O.C. 2 " 6" O.C. 2 " '-0" O.C. 980 PLF D2X2 32 " 2" o.c. N/A 2 " 9" O.C. 280 PLF NOTES: SUMMARY OF WORK: LOCATION: KOZAR'S MEADOW LOT 6 PORTLAND, OREGON LATERAL ANALYSIS AND DESIGN FOR SINGLE FAMILY RESIDENCE DESIGN LOADS: CODE: 20 OSSC USE OR OCCUPANCY OF BUILDINGS AND STRUCTURES RISK CATEGORY (ASCE TABLE.-): II WIND SPEED Vult: 20 MPH EXPOSURE 'B', Vasd = 93 MPH (OSSC EQUATION 6-33) SEISMIC DESIGN CATEGORY: 'D' GROUND SNOW LOAD: 2 PSF (ROOF SNOW LOAD: 2 PSF) ROOF DEAD LOAD: PSF FLOOR LIVE LOAD: 0 PSF FLOOR DEAD LOAD: 0 PSF SOIL BEARING PRESSURE: 00 PSF SOIL PASSIVE SOIL PRESSURE: 200 PSF () WALL STUDS TO BE 2X6 6" O.C., TYPICAL U.N.O. (2) ROOF SHEATHING TO BE 32" APA RATED CDX SHEATHING OR OSB. INSTALL PANELS HORIZONTALLY. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS, SPACE 8d NAILS MAXIMUM 2" O.C. ON INTERMEDIATE SUPPORTS. (3) TYPICAL WALL SHEATHING (TSN) TO BE 32" APA RATED CDX SHEATHING OR OSB. ALL PANEL EDGES TO BE BACKED WITH 2-INCH NOMINAL OR WIDER FRAMING. INSTALL PANELS HORIZONTALLY OR VERTICALLY. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS AND PANEL THICKNESSES, SPACE 8d NAILS MAXIMUM 2" O.C. ON INTERMEDIATE SUPPORTS. () FLOOR SHEATHING TO BE APA RATED CDX SHEATHING OR OSB. SPACE 8d NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES. FOR OTHER CONDITIONS, SPACE 8d NAILS MAXIMUM 2" O.C. ON INTERMEDIATE SUPPORTS. () FOR NAIL SIZES REFER TO BELOW. (6) SILL PLATE TO BE 2X P.T. U.N.O. (REFER TO SILL BOLT SPACING IN SCHEDULE BELOW). (3) (3) FRAMING REQUIREMENTS: 32 " 32 " 32 " SHEAR WALL SCHEDULE: 6" o.c. " o.c. 3" o.c. 2" o.c. (6) E2 32 " 2" o.c. (6) (7) (6) (7) 2 " " O.C. NAIL 6d 8d 0d 6d Ø.3".3"..62" () SHEATHING TO BE APA RATED SHEATHING OR OSB (GRADE C-C OR C-D STRUCTURAL LENGTH 2" 2 2" 3" 3 2" II OR BETTER). (9) COMMON OR GALVANIZED BOX (2) ALL PANEL EDGES TO BE BACKED WITH 2-INCH NOMINAL OR WIDER FRAMING (DFL-#2). INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS MAXIMUM 6" O.C. ALONG PANEL EDGES FOR STUDS SPACED 2" O.C. FOR OTHER CONDITIONS AND PANEL THICKNESSES, SPACE NAILS MAXIMUM 2" O.C. ON INTERMEDIATE SUPPORTS. (3) FRAMING AT ADJOINING PANEL EDGES SHALL BE A SINGLE 3" NOMINAL MEMBER OR (2) 2-INCH NOMINAL MEMBER FASTENED TOGETHER WITH 6d NAILS (SPACING ABOVE) TYPICAL ENTIRE HEIGHT OF DBL. STUD. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. () AT SHEAR WALL LOCATIONS, REFER RW/ AND FF/ FOR ROOF TO WALL AND FLOOR TO FLOOR FRAMING. () INSTALL 3" SQUARE X " STEEL PLATE WASHER. (6) FRAMING AT ADJOINING PANEL EDGES SHALL BE SINGLE 3X NOMINAL FRAMING MEMBERS AT EACH END OF THE PANEL. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. INSTALL 3X P.T. SILL PLATE, U.N.O. (7) PLYWOOD TO BE INSTALLED ON BOTH SIDES OF PANEL. (8) IF 7 6" NOMINAL THICK PLYWOOD OR OSB IS USED, STUDS TO BE SPACED AT '-" O/C, TYPICAL. (9) GALVANIZED NAILS SHALL BE HOT-DIPPED OR TUMBLED. HOLDOWN NOTATION NOTES: 'SIMPSON' HOLDOWN TYPE HDU2 HDU HDU HDU8 MSTC28 MSTC0 HOLD-DOWN SCHEDULE: INSTALLATION INSTRUCTIONS INSTALL STRAP ACROSS FLOOR LINE, INSTALL (8) 6d NAILS INTO DOUBLE WALL STUDS ABOVE FLOOR AND INTO DOUBLE WALL STUDS BELOW. CENTER STRAP ON STUDS TO INSTALL NAILS INTO MIDDLE THIRD OF STUD. INSTALL STRAP ACROSS FLOOR LINE, INSTALL (6) 6d NAILS INTO DOUBLE WALL STUDS ABOVE FLOOR AND INTO DOUBLE WALL STUDS BELOW. CENTER STRAP ON STUDS TO INSTALL NAILS INTO MIDDLE THIRD OF STUD. () IN LIEU OF SIMPSON 'SSTB' BOLTS ANCHOR BOLTS TO BE A307 OR 'A36' THREADED ROD WITH STD. NUT AND 2" X 2" X 3 6" STEEL PLATE WASHER ON BOTTOM OF BOLT. (2) HOLDOWNS TO BE FASTENED TO DOUBLE STUDS (CONTINUOUS FROM SILL PLATE TO DOUBLE TOP PLATE) AT PANEL ENDS. WALL STUDS SHOULD HAVE PANEL EDGE NAILING FROM SHEAR WALL SHEATHING. (3) IF HOLDOWNS 2,, 6, AND 8 ARE INSTALLED FROM FLOOR TO FLOOR, REFER TO DETAIL FF/. () U.N.O., INSTALL ()-# CONTINUOUS HORIZONTAL TOP BAR 3" DOWN FROM TOP OF WALL AT ALL HOLDOWN ANCHORS. EXTEND BAR '-0" PAST HOLDOWN IN BOTH DIRECTIONS (BEND BAR AROUND AT CORNER CONDITION). FOR THIS 0'-0" INSTALL ()-# VERTICAL 2" O.C. TIE HOLDOWN ANCHOR TO HORIZONTAL TOP BAR. SHEAR WALL / HOLDOWN NOTATION DIAGRAM EDGE OF WINDOW, DOOR OR CORNER each face each face (307#) (6#) (6#) MINIMUM CONTINUOUS PANEL LENGTH HLDN. AT END OF PANEL (2) rows (2) rows (980#,6970#, 7870#) 'HDU' (93#) 'HDU' (#) 2 MSTC2 66 MSTC66 (6) DBL. STUD CONN. (FACE NAIL) 9" o.c. 6" o.c. " o.c. 3" o.c. N/A N/A D# # HLDN. AT END OF PANEL (6) () SHEAR WALL PANEL HOLDOWN TYPE EDGE OF WINDOW, DOOR OR CORNER (), (2), () SHEAR CAPACITY (SEISMIC) 260 PLF 380 PLF 90 PLF 60 PLF 770 PLF (2), (3), () SDPWS TABLE.3A SHEAR CAPACITY (WIND) 36 PLF 32 PLF 68 PLF 89 PLF 077 PLF 370 PLF 790 PLF STD. 'SB 8 X 2' EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (2)2X6 DFL-#2 WALL STUDS ( 2 3 " EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 6d 6" O/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. STD. 'SB 8 X 2' EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (2)2X6 DFL-#2 WALL STUDS ( 2 3 " EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 6d 6" O/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. STD. 'SB 8 X 2' EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (2)2X6 DFL-#2 WALL STUDS ( 2 3 " EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 6d 6" O/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. STD. 'SB 7 8 X 2' EMBEDMENT (le) CONCRETE. ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF (3)2X6 DFL-#2 WALL STUDS ( 2 3 " EDGE DISTANCE). FASTEN STUDS TOGETHER WITH 6d 6" O/C ENTIRE HEIGHT OF STUD. INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. STD. "Ø ANCHOR BOLT OR ALTERNATIVE TO BE EMBEDDED INTO CONCRETE FOOTING ( 2"). ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF 6X6 DFL-#2 ( 2 3 " EDGE DISTANCE). INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. STD. "Ø ANCHOR BOLT OR ALTERNATIVE TO BE EMBEDDED INTO CONCRETE FOOTING (PER 2/). ANCHOR TO BE INSTALLED PLUMB AND LOCATED ALONG CENTER LINE OF 6X6 DFL-#2 ( 2 3 " EDGE DISTANCE). INSTALL HOLDOWN PER MANUFACTURE'S SPECIFICATIONS. INSTALL STRAP ACROSS FLOOR LINE, INSTALL (2) 6d NAILS INTO DOUBLE WALL STUDS ABOVE FLOOR AND INTO DOUBLE WALL STUDS BELOW. CENTER STRAP ON STUDS TO INSTALL NAILS INTO MIDDLE THIRD OF STUD. INSTALL STRAP ACROSS FLOOR LINE, INSTALL (3) 6d NAILS INTO DOUBLE WALL STUDS ABOVE FLOOR AND INTO DOUBLE WALL STUDS BELOW. CENTER STRAP ON STUDS TO INSTALL NAILS INTO MIDDLE THIRD OF STUD. SIMPSON 'A3' 2'-0" O/C 2X BLOCK SIMPSON 'H2.' MANUFACTURED TRUSS (BY OTHERS) DBL. TOP PLATE RW ROOF SHEATHING PER ARCH. PLANS 2X DOUBLE TOP PLATE, TYPICAL PER PLAN 2X STUDS PER PLAN RW SILL PLATE 'SP' NAILING PER SCHEDULE BELOW SIMPSON 'A3' CLIP (SPACING PER SCHEDULE BELOW), EACH CLIP WITH TOTAL OF (2) 8d 2" NAILS, (2) ROWS PER SCHEDULE FLOOR SHEATHING PER PLAN FLOOR JOISTS PER PLAN FF PANEL TYPE D2 E2 X2 D2X2 2 " EDGE DISTANCE FROM STEM WALL FACE TO EDGE OF SILL PLATE WASHER P.T. SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE CONCETE WALL FSP ROOF TO SHEAR WALL FLOOR TO FLOOR AT SHEAR WALL. IN LIEU OF CLIPS, BREAK SHEAR WALL PANELS AT BLOCKING OR RIM JOIST (INSTALL PANEL EDGE NAILING AT BREAK). 'SP' NAIL SPACING O.C. " O.C. 3" O.C. 3" O.C. 2" O.C. 3" O.C. (2) ROWS 2" O.C. (2) ROWS SIMPSON CLIP SPACING '- O.C. '-2" O.C. 0'-" O.C. O.C. 7" O.C. '-0" O.C. (2) ROWS 0" O.C. (2) ROWS FDN. SILL PLATE PANEL EDGE NAILING ROOF TO SHEAR WALL RAISED HEEL OPTION SHEAR WALL SHEATHING, BREAK ON DBL. TOP PLATE PANEL EDGE NAILING TRUSS HANGER BY OTHERS SIMPSON 'A3' CLIP (SPACING PER SCHEDULE BELOW), EACH CLIP WITH TOTAL OF (2) 8d 2" NAILS, (2) ROWS PER SCHEDULE) ROOF EDGE 'RE' NAILING PER SCHEDULE BELOW (2ND ROW PER SCHEDULE) EXTENDED EAVES PER ARCH. PLANS 2X BLOCK (DBL. BLOCK PER SCHEDULE) SHEAR WALL SHEATHING AND PANEL EDGE NAILING PER PLAN 2X WALL STUDS PER PLAN, DBL. 2X WALL STUDS AT HOLD-DOWN LOCATIONS BOLTED OR STRAP HOLDOWN PER PLAN FOR FLOOR-TO-FLOOR CONNECTION UPPER SHEAR WALL SHEATHING AND PANEL EDGE NAILING PER PLAN SILL PLATE NAILING (2ND ROW PER SCHEDULE) NOTE # BELOW 2X BLOCKING OR RIM JOIST (DBL. BLOCK PER SCHEDULE) LOWER SHEAR WALL SHEATHING AND PANEL EDGE NAILING PER PLAN 2X WALL STUDS PER PLAN, DBL. 2X WALL STUDS AT HOLDOWN LOCATIONS HOLDOWN, SAME TYPE AS ABOVE 'RE' NAIL SPACING O.C. " O.C. 3" O.C. 2 2" O.C. 2" O.C. 3" O.C. (2) ROWS 2" O.C. (2) ROWS S S (NOTE #) HLDN. (NOTE #) HLDN. HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) 2'-6" 9'-0" F F 8'- '- 6'-" 28 3'-3" ROOF 7 6 '-9" 28 ALIGN FOR DRAG STRUT ATTACHMENT ROOF ROOF 3'-3" UPPER FLOOR SHEARWALL PLAN. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. FOUNDATION NOTES. REFER TO MAIN FLOOR SHEAR WALL PLAN FOR HOLDOWN SIZE. 2. THIS DRAWING IS FOR LATERAL INFORMATION ONLY, REFER TO ARCHITECTURAL PLANS FOR ALL OTHER INFORMATION. 9'-0" 22'-" F2 ALIGN TRUSS FOR SHEAR ATTACHMENT ALIGN FOR DRAG STRUT ATTACHMENT MATERIALS: CONCRETE: 28-DAY CONCRETE STRENGTH = 200 psi. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, NATIVE SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. ALL NON-STRUCTURAL WEATHER PROOFING AND FINISH MATERIAL TO BE DETERMINED "BY OTHERS". SLAB CONTROL JOINTS: PER OWNERS REQUIREMENTS OR DIRECTION: MISC. SITE PREPARATIONS: OBTAIN AND OBEY ALL APPLICABLE REGULATIONS REGARDING GRADING AND EXCAVATION. IDENTIFY, MARK, AND PROTECT FROM DAMAGE ALL EXISTING UNDERGROUND PIPES, CONDUITS, AND CABLE (WATER SUPPLY, SANITARY SEWER, STORM SEWER, GAS, STEAM, ELECTRICAL AND COMMUNICATION CABLE). REMOVE SOIL WITH ORGANIC MATTER. PERFORM BACKFILL AND COMPACTION IN A SYSTEMATIC PATTERN, TO ASSURE COMPLETE AND CONSISTENT WORK. IF ANY OVER-EXCAVATION ACCIDENTALLY OCCURS, CORRECT IT WITH WELL-COMPACTED BACKFILL. PROVIDE TESTING AND INSPECTION OF BACKFILL AND COMPACTION. LAYER BACKFILL IN 6 IN. TO 2 IN INCREMENTS. COMPACT ALL FILL. USE STABLIZED FILL MATERIAL OF AN APPROVED TYPE AND FROM AN APPROVED SOURCE. TEST AND APPROVE MATERIAL DELIVERED FROM OTHER SITES. DO NOT ALLOW ANY DEBRIS TO BE MIXED WITH FILL. CURE CONCRETE TO FULL REQUIRED STRENGTH BEFORE BACKFILLING. PROVIDE DRAINAGE CATCHERS PER ARCHITECTURAL DRAWINGS. SPECIAL INSPECTION: NONE RET. WALL, SIM. 3 PARETIAL FOUNDATOION PLAN HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) RET. WALL, SIM. HLDN. (NOTE #) HLDN. (NOTE #) HLDN. (NOTE #) F2 HLDN. (NOTE #) RET. WALL HLDN. (NOTE #) S S 0 0 DTT2Z PER 8/ 7'-0" 6'-0" '-6" 9'-0" '-6" 2 F '-" 20'-0" WALL 0 '- 2 3'-" '-" 0 3'-3" SIMPSON MSTC 28 FROM TOP PLATE TO BEAM 28 3'-3" '-2" 0 '-6" 2 9'-6" '-" 0 3'-3" WALL MAIN FLOOR SHEARWALL PLAN. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. F 8 DECK DTTZ 8 DECK 3'-3" WALL LOWER FLOOR SHEARWALL PLAN. REFER TO FRAMING REQUIREMENTS FOR TYPICAL EXTERIOR SHEATHING AND NAILING (TSN), ROOF SHEATHING AND NAILING AND FLOOR SHEATHING AND NAILING REQUIREMENTS. '-3" 2'-3" F2 0'-0" F EXP. DATE:

12 EXTERIOR SHEATHING AND NAILING PER PLAN 2X STUD ROOF SHEATHING AND NAILING 8d 6" O.C., TYP. ENTIRE LENGTH OF TRUSS TYPICAL ROOF SHEATHING AND NAILING DECK JOIST AND HANGER PER PLAN 2X DECKING FLOOR JOIST AND SHEATHING PER PLAN DBL. TOP PLATE WALL STUDS PER PLAN 2X6 X BLOCK, FACE NAIL TO TRUSS BOTTOM CHORD WITH (2) 6d NAILS AT '-0" O/C SIMPSON 'DSCR/L-SD' FROM DBL. TOP PLATE TO TRUSS WITH BLOCKING ATTACHED MANUFACTURED TRUSS BY OTHERS SIMPSON 'L0' 2'-0" O.C, TYP. ENTIRE LENGTH OF SHEAR WALL (IF SHEAR WALL IS EXTENDED TO ROOF SHEATHING, CLIPS NOT REQUIRED) DOUBLE TOP PLATE TRUSS TO TRANSFER HORIZONTAL LOAD OF 3000# FROM TOP CHORD TO BOTTOM CHORD, OR EXTEND THE SHEAR WALL SHEATHING AND NAILING TO TOP CHORD OF TRUSS SHEAR WALL SHEATHING AND NAILING PER PLAN SIMPSON 'DTT2Z' (2) Ø A307 THRU- 2" O.C. ENTIRE LENGTH OF DECK 2 2" ". THIS DETAIL DESIGNED FOR LATERAL FORCES ONLY, REFER TO ARCHITECTURAL PLANS FOR VERTICAL CONNECTION. 2. FLASHING BY OTHERS. 2X0 P.T. LEDGER 2X WALL STUDS PER PLAN 6 ROOF SCALE: NONE 7 WALL SCALE: " = '-0" 8 WALL SCALE: " = '-0" STRAP HOLDOWN PER PLAN 2X STUD FLOOR JOIST AND SHEATHING PER PLAN 2X STUD ASSUMPTIONS: MAX DESIGN PRESSURE = 0 PSF ALLOWABLE SOIL BEARING PRESSURE = 00 PSF COEFFICIENT OF FRICTION = (SLAB TO RESIST SLIDING) PASSIVE SOIL PRESSURE = 0 PSF SEISMIC Kh = Sds/2. (MONONOBE-OKABE) F'C = 200 PSI AT 28 DAY STRENGTH, " SLUMP. Fy (STEEL) 60 KSI SOIL WEIGHT = 0 PCF 2. CONCRETE FOUNDATION WALL DESIGNED TO CARRY SOIL LOAD ONLY. TOP OF CONCRETE WALL PONY WALL 3. COMPACTED BACKFILL TO BE INSTALLED BEFORE INSTALLING WOOD FLOOR.. SHORE WALL BEFORE COMPACTING WITH BACKFILL.. REINFORCING BARS TO BE ASTM A6, GRADE 60, DEFORMED BARS ( LAP SPLICE 0 BAR DIAM.). 6. DEFORMED WELDED WIRE TO BE ASTM A8. 7. GW/GP: WELL GRADED OR POORLY GRADED GRAVEL OR GRAVEL WITH SAND. SW/SP: WELL GRADED OR POORLY GRADED SANDY OR SAND WITH GRAVEL. 't' P.T. SILL PLATE WITH 2" J-TYPE BOLT, EMBED 7" INTO STEM WALL FREE-DRAINING MATERIAL (GW, GP, SW, OR SP, NOTE #7 ABOVE) SHEAR WALL SHEATHING AND NAILING PER PLAN SIMPSON 'MSTC28' STRAP AT EACH END OF BEAM SILL PLATE AND CLIP INFORMATION PER SHEAR WALL SCHEDULE HEADER OVER WINDOW/DOOR STAIR FRAMING PER ARCH. FLOOR JOIST AND SHEATHING PER PLAN SIMPSON CLIP AND NAILING PER SHEAR WALL SCHEDULE SHEAR WALL SHEATHING AND NAILING PER PLAN 'HEIGHT' WALL SCALE: " = '-0" WALL SCALE: " = '-0" 'DEPTH' FOOTING BOTTOM REINFORCING PER SCHEDULE # DOWEL AT 3'-0" O/C, TYP. SLAB TO STEM WALL " SLAB WITH 6X6 W.XW. WELDED WIRE MESH OR # BARS EACH O.C. AT CENTER OF SLAB, ALLOW SLAB TO CURE 7 DAYS BEFORE BACKFILLING WALL RETAINING WALL/FTG. SCHEDULE HEIGHT 't' TOE HEEL DEPTH '-0" 2'-6" 0'- 0" 6'-0" '-9" 0'- 0" 8'-0" 7'-6" 0'- 0" 'TOE' RETAINING WALL LAP SPLICE 'WIDTH' WALL REINFORCEMENT WALL VERT. REINF. WALL HOR. REINF. '-0" O.C. 2" O.C. 0'-0" O.C. 2" O.C. 6" O.C. 2" O.C. 'HEEL' WALL HORIZONTAL AND VERTICAL REINFORCING PER SCHEDULE ABOVE (VERTICAL BAR WITH STD. HOOK) CONTINUOUS DRAIN BY OTHERS REFER TO VERTICAL REINFORCING FOOTING REINFORCEMENT TOE BTM. HORIZONTAL 2" O.C. 2" O.C. 2" O.C. '-0" ANCHOR EMBEDMENT. FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. DRIVEWAY SURFACE NOT SHOWN. 2 PANEL FRAMING ABOVE 3" CLR. '-6" FOOTING SCALE: " = '-0" SLAB (THICKNESS PER ARCHITECTURAL DRAWINGS) WITH 6X6 -W. X W. WIRE MESH, 6" LAP SPLICE HOLD-DOWN PER SHEAR WALL SCHEDULE DETAIL NOT USED (2)-# CONTINUOUS BAR AT CENTER OF FOOTING (EXTEND REBAR AROUND CORNERS '-0") SIMPSON SHEAR WALL, REFER TO PLAN AND SHEET, SSW, SSW2 EXTERIOR SHEAR WALL SHEATHING AND NAILING PER SHEAR WALL PLAN SIMPSON ANCHOR PER PLAN () - # VERTICAL 2" O.C. WITH 6" HOOK AT EACH END '-". FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. 3 3" CLR. FOOTING SCALE: NONE P.T. SILL PLATE WITH 2" J-TYPE BOLT, EMBED 7" INTO STEM WALL '-6" VENT, BLOCKOUT, OR BEAM POCKET (2)-# CONTINUOUS BAR AT BOTTOM OF FOOTING AND ()-# AT TOP OF STEM WALL (EXTEND REBAR AROUND CORNERS '-0") EXP. DATE:

13 . ASSUMPTIONS: MAX DESIGN PRESSURE = 0 PSF MAX SURCHARGE LOAD = 0 PSF ALLOWABLE SOIL BEARING PRESSURE = 00 PSF COEFFICIENT OF FRICTION =.3 PASSIVE SOIL PRESSURE = 0 PSF SEISMIC Kh = Sds/2. (MONONOBE-OKABE) F'C = 200 PSI AT 28 DAY STRENGTH, " SLUMP. Fy (STEEL) 60 KSI SOIL WEIGHT = 0 PCF 2. CONCRETE FOUNDATION WALL DESIGNED TO CARRY SOIL LOAD ONLY. 3. COMPACTED BACKFILL TO BE INSTALLED BEFORE INSTALLING WOOD FLOOR.. SHORE WALL BEFORE COMPACTING WITH BACKFILL.. REINFORCING BARS TO BE ASTM A6, GRADE 60, DEFORMED BARS ( LAP SPLICE 0 BAR DIAM.) " CONC. SLAB OUTLINE OF STEM WALL BEYOND FLOOR SHEATHING PER PLAN FLASHING (BY OTHERS) DRIVEWAY (BY OTHERS) '-6" MAX. 8'-0" MAX. END OF SHEAR WALL PANEL 7'-0" MAX. FLOOR/ROOF FRAMING ABOVE X6 DFL-#2 NAILER SHEAR WALL SHEATHING AND NAILING PER PLAN TYPICAL EXTERIOR SHEATHING AND NAILING SIMPSON 'MSTC0' STRAP, FILL ALL HOLES BEAM PER ARCHITECTURAL PLAN, CONTINUE BEAM TO END OF SHEAR WALL PANEL SIMPSON LTP (2) ON FRONT SIDE (2) ON THE OTHER (() TOTAL) DOUBLE 2X STUD AT EACH END OF PANEL, FACE NAIL STUDS TOGETHER WITH 6d 6" O.C. (STAGGER NAILS), U.N.O. 2X STUD WALL " SLAB PER ARCH. PLANS P.T. 2X LEDGER WITH Ø J-TYPE 2'-0" O/C, TYP. ENTIRE LENGTH OF WALL () - # VERTICAL 2" O.C. WITH 6" HOOK AT EACH END 3'-0" EXTERIOR SHEAR WALL SHEATHING AND NAILING PER SHEAR WALL PLAN P.T. SILL PLATE WITH 2" J-TYPE BOLT, EMBED 7" INTO STEM WALL 'H' 'DEPTH' JOISTS AND HANGERS PER PLAN 3X P.T. RIM JOIST WITH 2 " J-TYPE BOLT AT '-0" O/C, EMBED 3" INTO STEM WALL REINFORCING TO MATCH VERT. REINFORCING 'D' SOIL 3" CLR. LAP SPLICE " CLR. FREE-DRAINING MATERIAL (COMPACTED BACKFILL, 3 " MINUS IN LIFTS) WALL HORIZONTAL AND VERTICAL REINFORCING PER SCHEDULE ABOVE (VERTICAL BAR WITH STD. HOOK) CONTINUOUS DRAIN BY OTHERS HEEL TOP REINFORCING PER SCHEDULE HEEL TOP HORIZONTAL REINFORCING PER SCHEDULE 2" CLR. '-0" SILL PLATE PER SHEAR WALL SCHEDULE 3" CLR. '-6". FOOTING TO BE PLACED ON UNDISTURBED NATIVE SOIL. 2. REFER TO SHEAR WALL SCHEDULE SILL BOLT SPACING AT SHEAR WALL LOCATIONS. (2)-# CONTINUOUS BAR AT BOTTOM OF FOOTING ()-# BAR AT TOP OF STEM WALL (EXTEND REBAR AROUND CORNERS '-0") TOE BOTTOM HOR. REINFORCING PER SCHEDULE RETAINING WALL/FOOTING SCHEDULE 'TOE' WALL REINFORCEMENT FOOTING TO SIT ON COMPACTED 3 "+/- GRAVEL FOOTING REINFORCEMENT HEIGHT 't' TOE HEEL DEPTH 'D' SOIL WALL VERT. REINF. WALL HOR. REINF. HEEL TOP HORIZ. HEEL TOP TOE BTM. HORIZ. '-0" '-0" 3'-3" 0'-0" 0'-6" '-6" O.C. '-6" O.C. '-6" O.C. '-6" O.C. '-6" O.C. 6'-0" '-6" '-0" 0'-0" 0'-6" 0'-0" O.C. '-0" O.C. 0'-0" O.C. '-6" O.C. '-0" O.C. 'HEEL' EXP. DATE: SHEAR WALL ELEVATION VIEW SCALE: NONE 3 FOOTING SCALE: " = '-0" RETAINING WALL

10x12 FOUNDATION GUIDE 10x12 TRICO AND FLORA SHEDS

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