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FLOOR SYSTEM, TYPE, <br />SIZE. AND SPACING TO BE <br />DETERMINED BY OTHERS <br />,V2'O ANCHOR BOLTS w. NUT & F8' THICK <br />x 2"0 OR SQUARE WASHER SEE 2`S2 <br />FOR SPACING (7' EMBED MIN) <br />•METAL STRAP ANCHORS TO BE <br />INSTALLED AT MANUFACTURER <br />EQUIVALENT SPACING <br />.. E�7 r <br />RIM BOARC OR BRACING <br />MATERIAL BY OTHERS <br />2x6 SILL PLATE MINIMUM g <br />SLOPE GRADE AWAY <br />FROM FOUNDATION <br />FLOOR TO SILL CONNECTION AT <br />EACH MEMBER SEE TABLE BELOW <br />WASHER TO BE COUNTERSUNK <br />FLUSH w:' TOP OF SILL PLATE <br />SEE FULL HEIGHT WALL SECTION <br />ON 5 S1 FOR FOUNDATION WALL <br />REQUIREMENTS <br />2x8 SILL PLATE TO BE USED w: <br />MAXIMUM OF 112" OVERHANG <br />(MAINTAIN 2Y4" EDGE DISTANCE <br />TO BOTH CONCRETE AND INSIDE <br />OF SILL PLATE) - VERTICAL LOAD <br />TRANSFER BY SUPPLIER <br />TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS <br />CLEAR HEIGHT <br />[SEE 5151] <br />FLOOR MEMBER <br />SPACING <br />BACKFILL TYPE <br />SAND <br />f.30 P5F FTI <br />SANDY CLAY <br />45 PSF FT <br />CLAY <br />(60 PSF FT) <br />0 <br />16" <br />A <br />A <br />B <br />8'-0" OR LESS <br />19-2" <br />A <br />A <br />A <br />B <br />C <br />24" <br />B <br />72" <br />16" <br />A <br />B <br />C <br />9'-0" MAX. <br />19.2" <br />A <br />B <br />D <br />60' <br />24" <br />A <br />C <br />❑ <br />10%0" MAX. <br />16" <br />A <br />C <br />D <br />19.2" <br />A <br />D <br />❑ <br />72" <br />24" <br />B <br />❑ <br />D <br />CONNECTION A <br />(4) C.131'0 x 3' TOP NAILS AT EACH MEMBER <br />CONNECTION B <br />(4) C.148"0 x 3" TOP NAILS AT EACH MEMBER <br />CONNECTION C <br />(2) C.131"0 x 3' TOP NAILS 14 MECHANICAL CLIPS: SIMPSON A351USP MPA1 OR USP LJC AT <br />EACH MEMBER <br />CONNECTION ❑ <br />(2) C.131"O x 3" TOP NAILS & MECHANICAL CLIPS: SIMPSON FWAN2' OR USP LJQ" <br />OR i2) SIMPSON A35s"'1 2 USP MPA1 s"" AT EACH MEMBER <br />FWANZ TO BE USED WITH A MIN 1/8'OSB RIM AND LOCATED w,IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, <br />FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. <br />LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. <br />"' MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A355 (2) JSP MPA1 s. <br />""CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST- IT IS ACCEPTABLE TO USE A <br />STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. <br />CONNECTION INFO <br />52 TOP OF WALL CONNECTION TO <br />FLOOR SYSTEM <br />NOTE: INCREASE STRIP FOOTING WIDTH .AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. <br />WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES <br />FRAMING BY OTHERS <br />VENEER OR <br />SLAB -ON -GRADE WOOD FLOOR <br />BY OTHERS SYSTEM BY VENEER DR <br />OTHERS SLAB -ON -GRADE <br />Y2" O ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* <br />ALTE RNATI VE TO CODE TABLE R404.1 ( 1) <br />CLEAR HEIGHT <br />(SEE 5151 ) <br />BACKFILL HEIGHTSAND <br />(SEE 5. Si) <br />BACKFILL TYPE <br />(30 PSFTT) <br />SANDY CLAY <br />(45 PSF.FT) <br />CLAY <br />(60 PSF+FT) <br />0 <br />7'-6" <br />72"72" <br />24' <br />48' <br />8'-0" OR LESS <br />7'•0' <br />72' <br />72' <br />60" <br />6' 0" OR LESS <br />72" <br />72" <br />72" <br />0 O <br />8'-6" <br />72" <br />48" <br />36" <br />9'-0" MAX. <br />8'-0" <br />72" <br />60' <br />36' <br />@ EACH SIDE (REFER TO <br />T-0" OR LESS <br />72" <br />72" <br />72" <br />TOE NAIL TO FLOOR MEMBERS EACH END <br />9'-6" <br />72" <br />36" <br />24' <br />9'-0" <br />72" <br />48" <br />24" <br />10'-0" MAX. <br />81-01, <br />72" <br />72" <br />48' <br />T-0'014 LESS <br />72" <br />72" <br />72" <br />'X'0 EPDXIED THREADED ROD w: 6" EMBED MAY BE USED AT SPACING SHOWN <br />ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS" <br />ALTERNATIVE TO CODE TABLE R404 I iii <br />CLEAR HEIGHT <br />(SEE 5 Si) <br />BACKIFILLHEIGHT <br />(SEE 5151) <br />BACKFILL TYPE <br />SAND <br />(30 PSF!FT) <br />SANDY CLAY <br />(45 PSF:FT) <br />CLAY <br />(60 PSF'FT) <br />0 <br />T-6" <br />48' <br />24' <br />16' <br />8'-0" OR LESS <br />7.'0" <br />60" <br />30" <br />18' <br />6'-0" OR LESS <br />72" <br />72" <br />36" <br />0 O <br />8'-6" <br />30" <br />18" <br />12" <br />9'•0" MAX- <br />8' 0" <br />36' <br />20' <br />16' <br />@ EACH SIDE (REFER TO <br />T-0" OR LESS <br />72" <br />36' <br />24' <br />TOE NAIL TO FLOOR MEMBERS EACH END <br />9'-6" <br />18" <br />12" <br />NIA <br />9'-0" <br />24" <br />14" <br />NIA <br />10'•0" MAX. <br />8'-0" <br />42' <br />24" <br />III- <br />-GRANULAR <br />T-0" OR LESS <br />72' <br />42' <br />24' <br />" APPLIES TOYz"O EXPANSION BOLT w: 6" EMBED, Y�,"0 SELF -CUTTING <br />ANCHOR BOLT w' 4" EMBED, OR SIMPSON FWAZ ANCHOR <br />BY OTHERS FRAMING BY <br />OTHERS <br />SLOPE GRADE z 16" HIGH MAX x SLOPE GRADE Z <br />AWAY FROM 6" THICK MIN AWAY FROM <br />FDUNpATID STEM FDUNDATIO <br />16" HIGH MAX <br />4 x 4" THICK MIN <br />FOUNDATION FOUNDATION WALL STEM <br />WALL SEE 5;S1 SEE 2/S1 OR 3;S1 THICKNESS TO <br />MATCH SILL <br />PLATE <br />DETAIL@ HIGH GRADE DETAIL @ LOOKOUT <br />SIM @ NON-BEARING SIM Co) FROST WALL <br />VENEER OR—,� <br />SLAB ON -GRADE <br />BY OTHERS <br />SLOPE GRADE <br />AWAY FROM <br />FOUNDATION 7� <br />N <br />g <br />FOUNDATION 4. <br />WALL SEE <br />S S1 CLEAR <br />i <br />r <br />DETAIL @ LOW GRADE <br />SIM @ NON BEARING <br />FRAMING BY OTHERS <br />WOOD FLOOR <br />SYSTEM BY VENEER OR <br />OTHERS SLAB•ON GRADE <br />BY OTHERS <br />6" MIN THICK STEM x Ir <br />SLOPE GRADE a <br />AWAY FROM I in <br />FOUNDATION <br />#4 DOWELS @ 36' D.C. <br />EMBEDDED 24" INTO <br />LOWER WALL <br />1Yz•. FOUNDATION WALL <br />SEE451 <br />C COPYRIGHT HANSON GROUP LLC 2023 <br />FRAMING BY <br />OTHERS <br />SLAB -ON -GRADE <br />6" MIN THICK <br />STEM <br />#4 DOWELS @ <br />36" O.C. <br />EMBEDDED 24" <br />INTO LOWER <br />WALL (CENTER <br />IN STEMWALL) <br />DETAIL @ FROST WALLS <br />w LOW GRADE <br />5 BRICK LEDGE INFO <br />52 <br />2 WALL ANCHOR INFO <br />S2 ANCHOR BOLT AND ALTERNATIVE <br />SPACING <br />NOTES: <br />1. MAIN LEVEL FLOOR SHEATHING TO BE 3/" PLYWOOD'OSB PLACED IN STAGGERED PATTERN NAILED w: 0.131 "0 x <br />3" LONG NAILS @ 6" O -C_ AT PANELS EDGES & @ 12" D -C- @ PANEL INTERIOR SUPPORTS OF EQUIVALENT - <br />2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DCES NOT SPLIT. <br />3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE -MANUFACTURED TRUSS STYLE OR FULL DEPTH <br />MEMBER BLOCKING SUCH AS I -JOIST OR LVL DESIGNED FOR 1.500 POUND LATERAL COMPRESSIVE LOAD. <br />NAILING SHOWN IS TO BE USED AT MINIMUM. <br />4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS <br />SHOWN IN FIRST SPACE - <br />5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER- MAINTAIN 3" EDGE CISTANCE. <br />NAIL SHEATHING TO BLOCKING/JOISTS <br />wl (12) 0.131''0x3" LONG NAILS <br />I �r <br />i <br />OPTIONAL OPEN SPACE AS SHOWN <br />OR SHIFT FULL HEIGHT BLOCKING <br />FRAMING <br />BYOTHERS <br />0.131 0 x 3" LONG NAILS @ 6' O.C. <br />STRUCTURAL RIM BOARD BY OTHERS <br />TYPE D CONNECTOR <br />@ BLOCKING SEE 1'S? <br />3'-O" EACH WAY MIN <br />MAINTAIN MIN. 6" WIDE <br />5'-0" EACH WAY MAX <br />BUILD UP w., RIGID <br />2x6MIN <br />SLOPE GRADE AWAY <br />0 <br />W MIN C I -P. <br />FROM FOUNDATION <br />BACKFILL HEIGHT AS <br />•• <br />—III — <br />WINDOW WELL <br />{ <br />04 HORIZONTAL BARS @ — I <br />LADDER/ <br />�o SLOPE GRADE AWAY FROM <br />12" O.C. CENTERED IN <br />ESCAPE <br />NAILING SHOWN. (MIN 2 <br />0 O <br />WALLS LAP AROUND <br />MEANS BY a <br />TO MATCH JOIST DEPTH & <br />CORNERS AND HOOK <br />OTHERS > <br />SEE 2152 FOR SPACING OF <br />INTO FOUNDATION WALL <br />OTHER MANUFACTURED <br />BLOCKING SYSTEM SHOWN <br />@ EACH SIDE (REFER TO <br />MATERIAL ATTACH <br />�w <br />5iS1 FOR HORZ BAR <br />BLOCKING TO JOISTS wl TOE <br />TOE NAIL TO FLOOR MEMBERS EACH END <br />REQUIREMENTSwm 8" <br />FOR VERTICAL REEAR <br />_i LL <br />�_ <br />C.I.P. WALLS) <br />6" <br />M I IN <br />I I—III—� <br />6" MIN C-I.P- <br />CONCRETE WALL <br />III- <br />-GRANULAR <br />04 VERTICAL BARS @ <br />MATERIAL <br />cw <br />Z) <br />EACH OUTSIDE <br />Y (SAND) <br />�. •I <br />CORNER OF WELL <br />LOOKOUT <br />J <br />(1)#4 x2'-0" DOWEL @ �� <br />WALL <br />5 <br />EACH OUTSIDE <br />SEE 3'S1 <br />; I' <br />CORNER OF WELL (5" <br />m <br />F <br />MIN EMBED) <br />m>_ <br />�Q <br />¢� <br />NOTES: <br />1. MAIN LEVEL FLOOR SHEATHING TO BE 3/" PLYWOOD'OSB PLACED IN STAGGERED PATTERN NAILED w: 0.131 "0 x <br />3" LONG NAILS @ 6" O -C_ AT PANELS EDGES & @ 12" D -C- @ PANEL INTERIOR SUPPORTS OF EQUIVALENT - <br />2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DCES NOT SPLIT. <br />3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE -MANUFACTURED TRUSS STYLE OR FULL DEPTH <br />MEMBER BLOCKING SUCH AS I -JOIST OR LVL DESIGNED FOR 1.500 POUND LATERAL COMPRESSIVE LOAD. <br />NAILING SHOWN IS TO BE USED AT MINIMUM. <br />4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS <br />SHOWN IN FIRST SPACE - <br />5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER- MAINTAIN 3" EDGE CISTANCE. <br />NAIL SHEATHING TO BLOCKING/JOISTS <br />wl (12) 0.131''0x3" LONG NAILS <br />I �r <br />i <br />OPTIONAL OPEN SPACE AS SHOWN <br />OR SHIFT FULL HEIGHT BLOCKING <br />FRAMING <br />BYOTHERS <br />0.131 0 x 3" LONG NAILS @ 6' O.C. <br />STRUCTURAL RIM BOARD BY OTHERS <br />TYPE D CONNECTOR <br />@ BLOCKING SEE 1'S? <br />FLOOR SYSTEM BY OTHERS <br />(DO NOT PLACE GIRDERS OR <br />BEAMS OVER CONCRETE LINTEL <br />DESIGNED FOR 1500 PLF) <br />—(2) #4 HORIZCNTAL BARS <br />TOP & BOTTCM OF <br />LINTEL EXTEND 24" MIN <br />PAST OPENING EACH <br />END (WOOD OR STEEL <br />OPTION BY OTHERS) <br />Z W <br />w U <br />z <br />0 <br />U <br />LL <br />WALL BEYOND <br />(1) #4 HORIZONTAL <br />BAR AT "OP OF WALL <br />M <br />a <br />MAINTAIN MIN. 6" WIDE <br />STOOP SLAB <br />BUILD UP w., RIGID <br />2x6MIN <br />INS ULATON BELOW SLAB <br />0 <br />W MIN C I -P. <br />F <br />BACKFILL HEIGHT AS <br />SILL PLATE <br />a <br />10 <br />FOUNDATION WALL SEE OTHER SHEETS <br />JOISTS BY OTHERS7 <br />FOR ANCHORS & WALL INFO <br />PROVIDE BLOCKING <br />�o SLOPE GRADE AWAY FROM <br />AS REQUIRED TO ACHIEVE <br />M <br />�FOUNDATION <br />NAILING SHOWN. (MIN 2 <br />0 O <br />SPACES) BLOCKING HEIGHT <br />g, <br />TO MATCH JOIST DEPTH & <br />I <br />BE OF LUMBER. I -JOIST, OR <br />SEE 2152 FOR SPACING OF <br />IF REQUIRED. PROVIDE 2 x 4 MIN <br />OTHER MANUFACTURED <br />BLOCKING SYSTEM SHOWN <br />SPACERS UNTIL SPACES IN WHICH FULL <br />MATERIAL ATTACH <br />�w <br />HEIGHT BLOCKING CAN BE INSTALLED. <br />BLOCKING TO JOISTS wl TOE <br />TOE NAIL TO FLOOR MEMBERS EACH END <br />NAILS EACH END <br />FOR VERTICAL REEAR <br />FLOOR SYSTEM BY OTHERS <br />(DO NOT PLACE GIRDERS OR <br />BEAMS OVER CONCRETE LINTEL <br />DESIGNED FOR 1500 PLF) <br />—(2) #4 HORIZCNTAL BARS <br />TOP & BOTTCM OF <br />LINTEL EXTEND 24" MIN <br />PAST OPENING EACH <br />END (WOOD OR STEEL <br />OPTION BY OTHERS) <br />Z W <br />w U <br />z <br />0 <br />U <br />LL <br />WALL BEYOND <br />(1) #4 HORIZONTAL <br />BAR AT "OP OF WALL <br />M <br />a <br />MAINTAIN MIN. 6" WIDE <br />STOOP SLAB <br />BUILD UP w., RIGID <br />0 <br />INS ULATON BELOW SLAB <br />0 <br />W MIN C I -P. <br />F <br />BACKFILL HEIGHT AS <br />CONCRETE WALL <br />a <br />SILL PLATE <br />PLACE (2) #4 VERTICAL <br />wU) <br />w LL <br />DEPTH (4'•0" MINIMUM) <br />BARS FLLL HEIGHT AND <br />¢ a <br />cl <br />ONE ANCHOR WIN 12" OF <br />0 O <br />OPENING EACH END <br />x UJ <br />¢0 <br />v <br />�m <br />FOOTING CONSTRUCTION <br />SLAB -ON -GRADE <br />a a <br />'na <br />UNREINFORCED CONCRETE <br />12" WIDE x 8" THICK MIN— STRIP FOOTING SEE FULL <br />STRIP FOOTING HEIGHT'NALL SECTION 5.S1 <br />OPTIONAL RIGID INSULATION w:`IN WINDOW WELL AT <br />THE DISCRETION OF THE BUILDER FOR ADDITIONAL <br />FROST PROTECTION AS REQUIRED PER S TE DESIGN <br />s WALL SECTION <br />52 AT WINDOW WELL LOCATIONS <br />3 BLOCKING DETAIL <br />S2 FLOOR JOIST CONDI-ION <br />FLASHING 3 <br />BY OTHERS <br />BY OTHERS <br />WATERPROOFING <br />TOP NAIL RIM TO SILL <br />wr MIN OF (12)0.131 0 x <br />MAINTAIN MIN. 6" WIDE <br />STOOP SLAB <br />BUILD UP w., RIGID <br />SIDEOF BLOCKING OR <br />INS ULATON BELOW SLAB <br />TYPE D CONNECTOR Cd <br />TO MAINTAIN 10'-0" MAX - <br />BLOCKING SEE 1:S2 <br />BACKFILL HEIGHT AS <br />—2 x 6MIN <br />REQ'D OR PROVIDE SITE <br />SILL PLATE <br />SPECIFIC ENGINEERING <br />m <br />DEPTH (4'•0" MINIMUM) <br />U <br />cl <br />dN <br />0_ <br />Z <br />_--SEE 5 Sl FOR TYPICAL <br />¢0 <br />v <br />N 1,_ <br />Ir <br />FOOTING CONSTRUCTION <br />OILL� <br />w <br />'na <br />�w <br />gm <br />x <br />W <br />W J <br />FOR VERTICAL REEAR <br />_i LL <br />�_ <br />1Y" CLEAR <br />�g III- <br />I B <br />¢ <br />cw <br />Z) <br />uu <br />;IIIi <br />J <br />LL W <br />J <br />5 <br />LL <br />]C <br />d <br />U <br />Cr) <br />J <br />m <br />Ir O <br />m>_ <br />�Q <br />¢� <br />� as <br />NOTES: <br />1- MAIN LEVEL FLOOR SHEATHING TO BEY," PLYWOODOSE PLACED IN STAGGERED PATTERN NAILED w 0 -131"O x 3" <br />LONG PAILS @ 6" D.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS 0= EQUIVALENT. <br />2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE 'NOOD DOES NOT SPLIT. <br />3. BLOCKING MEMBERS SHCWN MAY BE REPLACED WITH PRE -MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER <br />BLOCKING SUCH AS I -JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO <br />BE USED AT MINIMUM. <br />4. BLOCKING DOES NOT HALE TO BE PLACED IN ADJACENTBAYS. IF REQUIRED USE ADDI-ZONAL 2x4 SPACERS AS <br />SHOWN IN FIRST SFACE. <br />S. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER. MAINTAIN 3' EDGE DIS-ANCE- <br />NAIL SHEATHING TO BLOCKING TRUSSES <br />W (12) 0.131"0x3" LONG NAI L3 <br />DUCTIMECHANICAL (AS REQUIRED) <br />BY OTHERS <br />FRAMING <br />�•' BY OTHERS <br />—0-1310 x 3' LONG <br />NAILS @ 6" O.C. <br />RIM -RUSS <br />BY OTHERS <br />j - FOUNDATION WALL SEE <br />TRUSSES BY OTHERS OTHER SHEETS FOR <br />PROVIDE2 x 4 MIN BLOCKING ANCHORS & WALL INFC <br />TCP & BOTTOM OF TRUSSES <br />SLOPE GRADE AWAY <br />AS REQUIRED TO ACHIEVE <br />FOUNDATION <br />FROM <br />NAILING SHOWN. �IA <br />INSTALL w (2) 0-131 O x 3' <br />LONG TOE NAILS <br />3.4' PLYIADODiOSS ONE SIDE IF REQUIRE], PROVIDE 2 x 4 MIN SPACERS <br />OF BLOCKING w' 16) 0-131 O x 3" SEE 2152 FOR SPACING OF TOP 8 BOTTOM AT MECHANICAL UNTIL <br />LONG NAILS TOP 6 BOTTOM BLOCKING SYSTEM SHOWN SPACES IN 'NHICH BLOCKING CAN BE <br />OR 12" PLYWOOD%OSB EACH INSTALLED,TOE NAIL TO FLOOR MEMBERS <br />SIDE OF BLOCKING EACH w. wl (2) 0-131 0 x 3" LONG NAILS <br />(4) 0-131 0 x 3' LONG NAILS <br />TOP & EOTTOM <br />' SEE 11S2 FOR FLOOR <br />TO SILL CONNECTIDN <br />WOO) FLOOR <br />SYSTEM BY OTHERS <br />SEE 2152 FOR ANCHOR BOLTS <br />TOP NAIL RIM TO SILL <br />wr MIN OF (12)0.131 0 x <br />MAINTAIN MIN. 6" WIDE <br />3" LONG NAILS EACH <br />STEMWALL WITH <br />SIDEOF BLOCKING OR <br />EXTERIOR LEDGE <br />TYPE D CONNECTOR Cd <br />BACKFILL BELOW EXTERIOR <br />BLOCKING SEE 1:S2 <br />STOOP SLABS WITH COMPACTED <br />—2 x 6MIN <br />r <br />SILL PLATE <br />f <br />Lu <br />j - FOUNDATION WALL SEE <br />TRUSSES BY OTHERS OTHER SHEETS FOR <br />PROVIDE2 x 4 MIN BLOCKING ANCHORS & WALL INFC <br />TCP & BOTTOM OF TRUSSES <br />SLOPE GRADE AWAY <br />AS REQUIRED TO ACHIEVE <br />FOUNDATION <br />FROM <br />NAILING SHOWN. �IA <br />INSTALL w (2) 0-131 O x 3' <br />LONG TOE NAILS <br />3.4' PLYIADODiOSS ONE SIDE IF REQUIRE], PROVIDE 2 x 4 MIN SPACERS <br />OF BLOCKING w' 16) 0-131 O x 3" SEE 2152 FOR SPACING OF TOP 8 BOTTOM AT MECHANICAL UNTIL <br />LONG NAILS TOP 6 BOTTOM BLOCKING SYSTEM SHOWN SPACES IN 'NHICH BLOCKING CAN BE <br />OR 12" PLYWOOD%OSB EACH INSTALLED,TOE NAIL TO FLOOR MEMBERS <br />SIDE OF BLOCKING EACH w. wl (2) 0-131 0 x 3" LONG NAILS <br />(4) 0-131 0 x 3' LONG NAILS <br />TOP & EOTTOM <br />' SEE 11S2 FOR FLOOR <br />TO SILL CONNECTIDN <br />WOO) FLOOR <br />SYSTEM BY OTHERS <br />SEE 2152 FOR ANCHOR BOLTS <br />MAINTAIN MIN. 6" WIDE <br />STEMWALL WITH <br />EXTERIOR LEDGE <br />BACKFILL BELOW EXTERIOR <br />STOOP SLABS WITH COMPACTED <br />r <br />GRANULAR MATERIAL TO FROST <br />Lu <br />DEPTH (4'•0" MINIMUM) <br />M <br />cl <br />¢ <br />_--SEE 5 Sl FOR TYPICAL <br />FOUNDATION WALL &Lu <br />o <br />FOOTING CONSTRUCTION <br />LL <br />0 <br />0 <br />SEE REBAR TABLE 6.51 <br />. <br />FOR VERTICAL REEAR <br />1Y" CLEAR <br />FOR REBAR TABLE 6+S1. FLOOR TO SILL CONNECTION TABLE 1 S2, AND ANCHOR BOLT TABLE 2.S2 <br />USE MODIFIED CLEAR HEIGHT OF 9'-0" IN TABLES FOR BACKFILL HEIGHTS UP TO 8'-6" AND <br />USE MODIFIED CLEAR HEIGHT OF 10'-0" IN TABES FOR BACKFILL HEIGHTS UP TO 91•6" <br />(MAY REDUCE BACKFILL HEIGHT BY 6" FOR USE IN TABLE LIMITS FOR SANDY CLAY AVD CLAY SOILS) <br />7 STOOP INFO <br />52 <br />4 BLOCKING DETAIL <br />52 FLOOR TRUSS CONDITION <br />D. F. P, Planning & Design <br />9100 Baltimore St N E, Suite 106 <br />Blaine, MN 55449 <br />Revis on Date Description <br />I hereby certify that this plan, specification or report <br />was prepared by me or Lnder my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Signed: <br />Print Name: Nick Hanson <br />Date: 1.1-23 License Number: 46665 <br />3407 Kilmer Lane North <br />Suite 4 <br />Plymouth. MN 55441 <br />TO 612.708.3572 <br />www.hansoiigroupmn.com <br />SITE ADDRESS: <br />City: <br />rn 7 <br />IT <br />It U <br />Ln Z Lr) <br />LO (D O <br />cr) 0? <br />Z w <br />D O <br />a-66 <br />LL ti <br />w 0 <br />Z_ ra <br />O <br />CZ•R'a �� <br />M z <br />x <br />.. 6 <br />O Jw <br />�0 a <br />LU LU <br />�- w <br />05 <br />06 Lv <br />z O <br />z O <br />� (D O <br />w N °� <br />ZLoo <br />O w 00 <br />Zi-- o r;, <br />ZQ0 <br />� Q m 3:6 <br />J OC <br />0 <br />af <br />7-00 <br />M <br />i1 <br />W <br />^W <br />1�1 <br />�1 w Qti <br />Q'i 0 <br />W ww <br />z z <br />a <br />z <br />0 1� <br />134 <br />0 <br />1� CO 0 <br />0 <br />WCQ <br />Ong <br />T1,0 HANS(YJ( ROUP _ <br />WUPCIUrA engr 1e�s <br />State: MN Zip <br />Project Number: 3.001 <br />Date- January ' 2023 <br />Sheets: 2 of 2 <br />S2 <br />DATE: <br />11-3-22 <br />REVISIONS: <br />11-10-22 <br />11-16-22 <br />3-31-23 <br />4-6-23 <br />4-10-23 <br />6-14-23 <br />DRAWN BY: <br />JJ <br />COMM. NO. <br />222249 <br />SHEET NO. <br />52 <br />