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NOTES <br />P ROVIDE 2' RI0 FOAM BOARD <br />INSULATION • EXTERIOR BLOCK <br />FONDATION HOUSE WALLS x I. <br />R5 FOAM BOARD INSULATION <br />• INTERIOR BLOCK FOUNDATION <br />HOUSE WALLS (TTP.) <br />NOTES <br />BLOCK FONDATION WALLS TO <br />BE HELD IN 2' FROM MAIN LEVEL <br />FRA'IING x TO BE MEASURED FRO-1') <br />OF SHEATHING 00 <br />OUTSIDE FACE OF INSULATION IS <br />IN SAME PANE AS OUTSIDE <br />FACE OF SHEATHING (USE CERTISMD <br />INSTIL. • AREAS ABOVE GRADE) <br />(SEE DETAIL, SHEET K) `r'/ <br />B <br />4 <br />i TEAT <br />PROVIDE 5/8• GYP. ED • <br />BASEMENT CLG x ALLOW <br />FOR 80 SO FT MAX OPEN <br />OLG AREA FOR MECHANICAL, <br />FIRE •N KK TRUSS SPACE • <br />PERIMETER OF OPEN AREA <br />NOTES <br />INSULATION 4 AIR BARRIER <br />TO BE CONTINUOUS OVER <br />TOP CF FOUNDATION WALLS <br />(TTP.) <br />NOTES <br />VERIFY ALL MECHANICAL <br />EOJIPMENT LOCATIONS, <br />LOCATIONS ON PLAN ARE <br />REPRESENTATION ONLY <br />NOTES <br />DO NOT HOLD RIM JOIST INIII <br />RIM AREA TO BE INSULATED <br />with CLOSED CELL STRAYED) <br />FOAM INSULATION/ITT) <br />NOTES <br />SOLID CAP BLOCK • TOP <br />COURSE x GROUT SOLID <br />WERE ANCHOR BOLTS ARE <br />USED x ERICK LEDGES <br />NOTES <br />ALL FOOTINGS SHALL HAVE <br />A COMPRESSIVE ST NIGTH OF <br />2500 PSI WITH APPROVED ADMIXTURE <br />THAT PROVIDES WATER AND VAPOR <br />RESISTANCE ECUAL TO 5000 PSI (MIN.) <br />ALL HEIGHT CALCULATIONS FOR <br />FOUNDATIONS ARE BASED ON THE <br />USE OF RILL 8' HIGH BLOCK with <br />318• JOINTS. IF MODULAR BLOCK <br />16 USED, CONTRACTORS SHOULD <br />ADJUST HEIGHTS ACC DINGY <br />FOUND 1T11 4 HELD <br />IN 2' Ff YJY FRAMING( <br />NOTES <br />NO SILL OVERHANG • <br />REAR FOUNDATION WALKOUT <br />WALLS (TTP) <br />0 <br />.71 <br />1 <br />CONC. P'III O <br />6'0 PAT DOOR <br />8 <br />-LOOKOUT <br />• 2x6 STUDS <br />• 5c 8' BLK <br />• I6•x8• FTG. <br />I3rd LEVELI <br />3 N• CONC. SLAB <br />1� -7C __ — Lam+ <br />�B' CANT ABOVE y <br />c 6• ELK <br />• 4c 8• ELK. <br />-16'x8' FTG. <br />LSI MO <br />4. <br />60•x48' SLIDER <br />• WALKOUT <br />• 2x6 STUDS 1 • 0. STUDS • LO r140 <br />1 1 • k. 6' HALF HIGH • 2x6 STUDS <br />1 1 -T 12'BLK -16 8'ELK <br />elIT <br />•10'xB' FTG. •16•x8• FTG. <br />I I <br />RUT BEDRM.I <br />5'-2• <br />—I 6L_ <br />r___r 3'-6' 8'-8' TL �INOWDR(1• F80NING <br />2 12 JOISTS / <br />d .x16•oc. D / I <br />/i /R► m <br />341 <br />004ttET <br />peg <br />-2x6 STUDS U0\1 1 <br />• k. 8' ELK <br />• 4c. 12• BLK <br />- 20'x8' FTG. <br />FOUNDATION HELD <br />IN 2' FROM FRAMING( <br />- k. 6' BLK (OMIT • MO) <br />• 4c. 12' BLK <br />• 20'48' FTG. <br />L 6'3 MA <br />14th LEVEL <br />3 V2' CANC. SLAB <br />G <br />Aall�� WA3FT r DBL JOIST <br />I.L- <br />- k. 6' BLK <br />• !lair ELK <br />• 20'x8' FTG <br />1 <br />• <br />® 11 <br />1 �► �,� <br />•k. 6'ELK r-- 'L---hm <br />• 4c. 0' BLK I ' J 6'-0• <br />-16'x8' FTG. 1V 1-1 <br />9 (2)2x10 FLUSHJIJOIST PWVI(3)7x8DE DBL.. FLUSH <br />POST ABOVE <br />le <br />16._0. <br />- I2c. 12' BLK <br />• 20•x8• FTG. <br />91VMP <br />BASKET <br />(FOUNDATION PLANTV4••1'-0• <br />6'-0• <br />x6 POST ON <br />IS' DIA x46. DEE <br />CONC. PIER FTG. <br />/ <br />/ <br />N <br />NOTES <br />SILVERLINE WINDOWS SPECIFIED <br />VERIFY ALL DOOR x WINDOW ROUGH CARD FLE <br />OPENINGS w/SUPPLIER 16780 <br />(G INDICATES SASH LIMITER REQUIRED) , <br />REVISIONS <br />00000 <br />00000 <br />BT:XX <br />XX/XX/X <br />00000 <br />BY:XX <br />0111 <br />E. <br />0 <br />3 0 <br />P-I <br />SHEET <br />