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NOTE: <br /> PROVIDE SOLID BEARING 0 <br /> BOTH ENDS OF ALL BEARING <br /> BEAMS & GIRDER TRUSSES <br /> TO THE FOUNDATION. <br /> 40'-0" <br /> 9'-0" 15'-0" 16'-0" <br /> FOOTING SCHEDULE <br /> oMARK S17F H x W x D REINF. BAR <br /> 4 24 12 6x12x12 <br /> I 15 7x15x15 <br /> PROVIDE SOLID CONCRETE CONNECTION L J BETWEEN BOTTOM OF POST @ FTC 18 8x18x18 <br /> PAD W 20 9x20x20 <br /> ITH EITHER A 6"x6" PLINTH 24 1x2x2 2 4 EA. WAY <br /> OR WHEN POURING THE SLAB-TYPICAL <br /> 30 120000 2 4 EA. WAY <br /> 36 12x36x36 3 4 EA. WAY <br /> of FOOTING NOTES <br /> 4'CONCRETE SLAB <br /> o FILL AND TAMP EXTERIOR PADS.TO EXTEND 18"BELOW GRADE <br /> r7 REMOVE ALL WOOD FORMS BEFORE BACKRLUNG <br /> FOUNDATION NOTES: <br /> "CONCRETE TO 5 SACK fc=2.500 PSI 0 28 DAYS <br /> 'REINFORCING STEEL TO BE ASTM A-615 GRADE <br /> 40 OR BETTER. <br /> -6„ -FOOTINGS TO REST ON 2,000 ESE UNDISTURBED <br /> SOIL <br /> SBS 8X24 'MIN.CONCRETE COVERAGE OF STEEL TO BE: <br /> 3'CLEAR 0 BOTTOM OF FOOTINGS. <br /> (2) PLACE$ 1 1/2 CLEAR*OUTSIDE OF WALLS. <br /> 3/4"CLEAR 0 INSIDE OF WALLS. <br /> -PROVIDE 172"x10"ANCHOR BOLTS 0 48'O.C. <br /> (WITH 2".2"u4'SQUARE PLATE WASHERS) <br /> HOLD ' <br /> BOLTS 12 AND<3.5 FROM ENDS/SPLICES. <br /> ————————————— <br /> UNDER FLOOR ——— /— ALL LUMBER IN CONTACT W/CONCRETE TO BE <br /> _ PRESSURE TREATED. GUTS PER M <br /> "PROVIDE FLOOD BLOCKINGKING O OVER SUPPORTSTSMk. <br /> PROVIDER 3 INSUL WOO FLOOR DIO BACK L REMOVEALL FORMS <br /> FOR COLD WATER INSPECTION REQUIRED A WOOD PRIOR TO BACKFILUCH <br /> \ N 'ALL SHEARWALL FRAMING ANCHORS&HLLDOWNS <br /> LINES IN CRAWL PRIOR TO INSTALLATION OF ANY PROVISION SHALL BE MADE TO PREVENT To BE INSPECTED PRIOR TO COVERING. <br /> 'ALL ROOF DRAIN DOWNSPOUTS SHALL EMPTY INTO <br /> FLOOR SHEATHING OR DECKING WATER FROM COLLECTING IN CRAWL SPACES A 4"TIGHTUNE THAT SHALL RUN THE PERIMETER <br /> AND FROM LEAKING ONTO BASEMENT FLOORS OF THE FOUNDATION AND EMPTY IN AN APPROVED <br /> MANNER. <br /> **PROVIDE POSITIVE DRAIN*� DBL MANNER. <br /> TINGS LOCATED INSIDE OF CRAWL SPACE WILL BE <br /> \F� Z 8'BELOW GRADE.EXTERIOR FOOLING TO BE 18" <br /> r' —13.1 F\--]- F4-1 � ��� - mpll 2�4 TILL o MIN.BELOW GRADE.U.N.O. <br /> �IJ - \ LIB LiJ -�J i L J DILL <br /> DBL _ IZ <br /> -6" 5'-10" 5'-10 5'-10" 5'-10" 5'-10" 5'-1 0' a ` <br /> 2-6 ANCHOR BOLT WASHERS <br /> o 3'-7" 3'-7" 3'-7" �� 3'-7" 2'-6" PROVIDE VENTILATION PER R408.2 I <br /> INSTALL ONE 6'x14"(MIN) SUPPORT INSUL <br /> N I \ VENT WITHIN 3'OF EA CORNER @ 241, O.C. MAX 311X3" SQUARE x 1/4" THICK <br /> 1/1500 EXCEPTION=.67'SO FT <br /> ,\ (4)6"x14"VENTS=336 SO IN NO COMPRESSION 4'-0' ALL SHEARWALL LOCATIONS U.N.O. <br /> - I r' _ .2 r' I r'yly� 124�II� r'T1� r� 336 SO IN=2.4 SO FT ——————— — <br /> T T kT�` . <br /> L_J �� �� 3.1 = 4x8 #2 DF <br /> > C. I s 3.2 = 4x8 2 HF <br /> III¢ P� ``?• •FL00R OPENINGS INTO CRAWL - # <br /> R 4 1 4x4 P.T. POSTS, 4x6 P.T. <br /> w O+ SPACE (PLUMBING) ARE TO HAVE <br /> o _ METAL COLLARS OR SCREENS TO o POSTS 0 BEAM CONNECTIONS <br /> 1V-2" o 6 / RESTRICT RODENT INTRUSION PER <br /> UPC312. ` o <br /> I <br /> III® t �\ I I ANCHOR BOLT INFORMATION <br /> STEEL BOLLARD ** ** <br /> Inw •. \ I ,_ * CHECK SHEARWALL NOTES FOR CHANGES <br /> r' �� r. � � 4 � �� * PER LR.C. R403.1.6 <br /> I I ��I I *1/2" DIA A.B. PER DETAIL PAGE. <br /> L J L L L J�_ \ * EMBED MIN 7". NOT MORE THAN 6' APART, <br /> '� (4' FOR 2-STORY, *SEE ENGINEERING) <br /> CRAWL SPACE w n 4'CONCRETE SLAB (2) A.B. PER PIECE MIN. <br /> a FILL AND TAMP <br /> z F D_R SLOPE TO DOORS * ONE BOLT LOCATED NOT MORE THAN 12" OR LESS <br /> 18 MIN.CRAWL SPACE R317.1 a \ THAN (7) BOLT DIA'S FROM EACH END PIECE <br /> R-38 INSUL IN JST SPACE ci N z *2"x2"x3 16"PLATE WASHERS EACH BOLT <br /> o I6 MIL BE.POLY VAPOR BARRIERFo *3"x3"A/4"PLATE WASHER EACH BOLT @ SHEARWALLS <br /> COL/BEAM CONNECT/R502.9 io o �\ o <br /> T. I SOLID BLK'G/R502.7 z <br /> 1"MIN AIR SPACE®BM ENDS ® 1O <br /> II <br /> COII <br /> SB5 8X24 o L------------- ; SHEARWALL SCHEDULE <br /> t`I (8) PLACES CONTINUOUS FTG/THICKEN SLAB @ EDGE P1-6 7/16" OSB W/8d @ 5" O.C. EDGES <br /> o — ———————————— — 2x BOUNDARY MEMBERS 12" O.C. FIELD <br /> 4 14 SB5 8X24 _ 5/8" A.B.'s @ 48" O.0 LTP5 @ 24" O.C. <br /> 4" CONIC SLAB (4) PLACES <br /> Q$2x6 P.T. DECK JST P1-3 7/16" OSB W/Sd @ 3" O.C. EDGES <br /> o <br /> ®16" O.C. W/DBL RIM 3x BOUNDARY MEMBERS 12" O.C. FIELD <br /> (ADD MID PAD FRONT SPANS)24 5/8" A.B.'s @ 36" O.0 LTP5 @ 12" O.C. <br /> P2-3 7/16" OSB W/8d @ 2" O.C. EDGES <br /> 3x BOUNDARY MEMBERS 12" O.C. FIELD <br /> PROVIDE SOLID CONCRETE CONNECTION <br /> BETWEEN BOTTOM OF POST @ FTG 3/8" CDX /l Od 6"LTP5 EDGE <br /> O.C. <br /> PAD WITH EITHER A 6%6" PLINTH 2'-6Y2" 16'-3" '-022" FLOOR: 3/4" CDX W/10d ®6" O.C. EDGE 12" FIELD <br /> OR WHEN POURING THE SLAB-TYPICAL ROOF: 7/16" OSB W/8d @ 6"WOOD NA /O.C. EDGE 12" FIELD <br /> 8-10 21-2 BOLT <br /> STRAPS MEMBERS BOLTS EMBED <br /> 40'-0" MST37 (2)2x 22-16d <br /> HOLDOWNS <br /> HDU2 (2)2x SB5/8x24 18" <br /> FOUNDATION PLAN SCALE: 1/4"=V-0" HDU4 (2)2x SB5/8x24 18" <br /> REMOVE ALL WOOD FORMS PRIOR TO BACKFILLING <br /> ALL I HOLDOWNS, FRAMING NOTE: <br /> ALL ANCHORS AND SHEARWALLS SHEARWALL A.B.'s AND HOLDDOWNS <br /> MUST BE INSPECTED BEFORE COVERING MUST BE INSTALLED PER <br /> SW SCHEDULE. VERIFY LOCATIONS <br /> FAWN CREEK DESIGN <br /> 429 PINE CREEK ROAD OF <br /> TONASKET, WA 98855 <br /> 509-486-1988 [ 3 <br />