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PT 26 LEDGM / <br />7� �j <br />LAGS a 12"O.C. <br />-vow <br />TO RIM SST (TOP <br />SIMPSON <br />LUS26 <br />BOT, STAGGERED) rD <br />rD <br />12 2x6 RIM JOIST UD _ <br />4x6 DF2 04 <br />— - <br />PT 4x4 DF2 COI. CONNECT <br />TO FTG W/ SIMPSONU4 7 <br />MP BC4 SIMPSON <br />FTC TO BE MIN 18' BELOW <br />°�� � LlIS26 <br />i1a�0� <br />-- - - - -- - - - <br />GRADE (TYP. 3 LOCS) <br />- - - - <br />24 <br />�_ <br />24 <br />12 0-6 4x6 DF 2 ea- 5 <br />P.T. 6xIO OF 2 80-02 <br />m <br />SIMPSON HUCQ4 c <br />FINSTALI 2 BLOCKING <br />BE EN JESTS ABOVE <br />BEAMS <br />SIMP HUCQ610-S <br />(TYP OF 6 LOCS) <br />ryry <br />b4 <br />}} <br />P4 <br />'2] <br />_ <br />P.T. 6zT0 OF 2 BB-01 — <br />- - <br />I <br />PT 6x6 DF I COL CONNECT TO FTG W1 <br />SIMPSON ABU667 (T'P, OF 6 LOCS) <br />l <br />FT TO BE MIN 16� BELOW GR E (TYP.6 LOCS) <br />to <br />P.T. 6xI0 DF2 BB-03 <br />24 <br />N�TE- ALL WOOD Eu)XPOS%"Mn TO WE <br />NEI =iREFFS'S. ID. OR HAVE NA RA <br />RESlST <br />mm <br />FOUNDATION, PLAN-- sca.-r=141 <br />FOOTING SCHEDULE <br />MARTS Hx'xD REINF. BAR <br />12 6:x12x12 <br />1s 7x15x1 <br />18 Bx1Bx1B <br />20 Dx20x2C <br />24 10x24x24 3) 4 Ek WY. <br />30 120000 (3) 4 EA. WY. <br />32 120202 (4)#4 EA. WY. <br />36 120606 4) 4 EA. WY._ <br />15C Bx15 CONT. 2)#4 C NTIN. <br />ALL EXTERIOR FOOTINGS TO EXTEND <br />18" 01-W AN. GRADE MIN. UNLESS <br />NOTED OTHERWISE. STRIP ALL WOOD <br />FORMS PRIOR TO R-ACKFILLINC. <br />'WRI <br />SKYLIGHTS TO BE DOUBLE PANEL, SHATTEli RESISTANT <br />APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, <br />FULLY TEMPERED GLASSS, NEAT-STRENGTI' ENEO CLASS, <br />OR WRM GLASS. PROVIDE 4° MINIMUM CURD (OR SELF <br />FLASHING ASSEMBLY WITH 3:12 MINIMUM PITCH OR PER <br />MANUFACTURER INSTRUCTIONS). <br />-1 g tliliFili <br />r <br />R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND <br />WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED <br />IN THE FOIL OWNG LOCATIONS BY THE USE OF NATURALLY <br />DURABLE WOOD OR WOOD THAT IS PRESMVATIVE-TREATEO <br />IN ACCORDANCE INTH AVPA U1 FOR THE SPECIES, <br />PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES <br />SMALL BE LISTED IN SEC110M 4 OF AWPA UL <br />1. HOOD JOISTS OR THE BOTTOM OF A WOW STRUCTURAL <br />FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WEEN <br />CLOSER THAN 12' TO THE EXPOSED GROUND IN CRAWL <br />SPACES OR U `ECAVATED AREA LOCATED WITHIN THE <br />PERIPHERY OF THE BUILDING FOUNDATION. <br />2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE <br />OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS <br />THAN 80 FROM THE EXPOSED GROUND. <br />3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY <br />SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND <br />UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS <br />MOISTURE BARRIER. <br />4. THE ENDS OF WOOD GIRDERS ENTMTINO EXTERIOR <br />MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF <br />LESS THAN %' ON TOPS, SIDES AND ENDS, <br />5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE <br />EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS <br />THAN 6' FROM THE GROUND OR LESS THAN 2' MEASURED <br />VERTICALLY FROM CONCRETE STEEPS, PORCH SLABS, PATIO <br />SLABS, AND SIMLAR HORIZONTAL SURFACES EXPOSED TO <br />THE MATHER. <br />6. WOOD STRUCTURAL MEMBERS SUPPORTING <br />MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE <br />EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR <br />MASONRY SLMS, UNLESS SEPARATED FROM SUCH FLOORS <br />OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. <br />7. WOOD FURRING STRIPS OR D D FRAMING <br />MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF <br />EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW <br />GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS <br />APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR <br />FRAMING MEMBERS. <br />R317.11 FIELD CUT END, NOTCHES, AND DRILLED HOLES OF <br />PRESSURE TREATED WOOD SHALL, BE RETREATED IN THE <br />FIELD PER AWPA M4. <br />LANDINGS & STAIRS AT EXT. DOORS 11.3 <br />I <br />tea' <br />UA <br />u— 0 <br />IAJ <br />us � <br />IE5 <br />ULd <br />O <br />