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ROOFING PER ELEVATIONS o/ 30 # <br />1" AIR SPACE w/ CARDBOARD <br />FELT OVER �/16'APA <br />BAFFLE. EXTEND 24" ABOVE <br />RATED 24/16 SHEATHING ON <br />INSULATION <br />MANUF. TRUSSES PER PLAN <br />VENT BLOCKS w/ (3) 2" dia. <br />WIRE SCREENED VENT <br />HOLES @ EA. BLOCK <br />CONT. ALUM. GUTTER <br />ON FASCIA BOARD <br />R-49 BATT OR <br />PER ELEVATIONS <br />of BLOWN INSUL. <br />I <br />e <br />/ <br />I <br />I <br />i <br />VY2" GYPSUM CEILING BOARD <br />OVERHANG <br />TOP PLATES & TRUSS TIE PER <br />PER PLAN <br />STRUCTURAL <br />I <br />z" GYPSUM WALL BOARD <br />I w/APPROVED <br />P.V.A. VAPOR RETARDER <br />I <br />_-_ R-21 BATT INSULATION <br />CAULKING/ SEALANT BEAD <br />AT FLOOR PERIMETER <br />SUB FLOORING & FLOOR JOISTS PER <br />EXTERIOR FINISH PER ELEVATION o/k__ <br />STRUCTURAL <br />15# BUILDING PAPER OR <br />APPROVED AIR INFILTRATIONFLOOR <br />TRUSSES PER PLAN <br />BARRIER o/ SHEATHING PER <br />I <br />STRUCTURAL PLANS. <br />I—� <br />R-21 BATT INSULATION AT RIM <br />I <br />I <br />I <br />I I <br />%" GYPSUM CEILING BOARD <br />I <br />i <br />%" GYPSUM WALL BOARD <br />I <br />w/APPROVED <br />P.V.A. VAPOR RETARDER <br />I <br />I <br />R-21 BATT INSULATION <br />CAULKING/ SEALANT BEAD <br />AT FLOOR PERIMETER <br />2xm BASE PLATE <br />SUB FLOORING & FLOOR JOISTS PER <br />UL <br />STRUCTURAL <br />RIM JOIST PER STRUCTURAL <br />R-30 BATT INSULATION <br />I <br />`o <br />I <br />MUD SILL w/ <br />ANCHOR BOLTS PER STRUCTURAL. <br />\\ <br />° <br />4" TIGHTLINE DRAIN <br />WHERE REQ'D <br />FOUNDATION WALL SIZE AND <br />:2� <br />4" PERF. FT'G DRAIN. <br />REINFORCING PER STRUCTURAL <br />2E <br />WRAP IN FILTER FABRIC <br />19 <br />w/ GRAVEL OVER. <br />° FOOTING SIZE AND REINFORCING <br />a ---- PER STRUCTURAL <br />o ° <br />I <br />� <br />6 MIL BLA K V-Bi ----------------- <br />19 <br />. . . . . <br />'i ISJ <br />i - <br />P.T. 2x10 MUD SILL RI PED TO 8" <br />w/ANCHOR BOLTS PER <br />SHEAR WALL SCHEDULE. <br />4" TIGHTLINE DRAIN <br />WHERE REQ'D a HANGER PER SCHEDULE <br />FOUNDATION WALL SIZE AND <br />REINFORCING PER PLAN <br />a° FOOTING SIZE AND REINFORCING <br />PER PLAN. <br />(-_sa1U UBLACKY B- -----_----------_- <br />4" PERF. FT'G ol PER PLAN <br />DRAIN IN GRAVEL <br />RECESSED JOISTS 1 <br />HANGERS <br />zo <br />%" GWB. EA. SIDE OF 2x6 STUD <br />2ND FLOOR PLATE <br />WALL @ 16"O.C. <br />w/ R-21 BATT INSUL. <br />SEE TYP. ASSEMBLY <br />I `Z <br />ii <br />a <br />'I <br />c° <br />08 p8 % yj\ <br />P.T. 2x8 MUD SILL RI <br />PED TO 6" <br />\ <br />4" CONC SLAB OVER <br />w/ ANCHOR BOLTS PER <br />COMPACTED GRANULAR FILL <br />a <br />SHEAR WALL SCHEDULE. <br />HANGER PER SCHEDULE <br />I. <br />FOUNDATION WALL SIZE AND <br />REINFORCING PER PLAN <br />a' <br />FOOTING SIZE AND REINFORCING <br />-- <br />PER PLAN. <br />W <br />dd <br />® <br />a <br />l_ <br />6 MIL BLACK V.B. - <br />PER PLAN <br />D F L 0 0 <br />OeR PLATE <br />FLOOR <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />48'.0" <br />I I I I <br />I I I I <br />I I I I <br />i I I I <br />I I I I <br />SEE TYP. ASSEMBLY <br />"L" FLASHING I SEE TYP. ASSEMBLY <br />I <br />I <br />I <br />' I <br />I <br />°p <br />Q8 % y/\ P.T. 2x10 MUD SILL RI PED TO 6" <br />4 CONC SLAB OVER <br />° w/ ANCHOR BOLTS PER COMPACTED GRANULAR FILL SHEAR WALL SCHEDULE. <br />HANGER PER SCHEDULE <br />FOUNDATION WALL SIZE AND <br />REINFORCING PER PLAN <br />44, FOOTING SIZE AND REINFORCING <br />1 PER PLAN. <br />�Z o o a <br />yj ° <br />4" PERF. FT'G PER PLAN <br />DRAIN IN GRAVEL <br />REC�ESS�ED �JOIS�TS @�PO�RC�H.... <br />z <br />r„ <br />M <br />CEILING FRAMING PER PLAN — — <br />:�E <br />0 <br />w <br />s <br />SIDING INSTALLED PER MANUF. <br />DBL. 2x6 TOP PLATES <br />SPECIFICATION <br />2" RIGID R-10 INSULATION <br />INSTALLED IN CAVITY <br />C9 <br />EXTERIOR TRIM PER PLAN <br />BETWEEN HEADER & INTERIOR <br />G.W.B. <br />HEADER PER PLAN <br />SEALANT <br />4"xe "L" METAL FLASHING <br />w/ DRIP EDGE <br />inisTAi i r-n i wnpp RAppipp <br />i WINDOW FINISH AND TRIMS <br />1%" dia. MIN., 2" dia. MAX. <br />HANDRAIL w/ RETURNS <br />TO WALLS <br />2" MIN. PLWD RIStRS <br />%" PLWD OR <br />BETTER AT TREADS <br />10" MIN. I I <br />RUNMIN. <br />1 L4"' MAX. <br />I� <br />I I <br />I <br />a <br />I I <br />I I <br />I I <br />I I <br />I I <br />II <br />a � � <br />N <br />00 <br />0 <br />W <br />E <br />O <br />V <br />U c <br />v � <br />J_ 't <br />0 <br />M O <br />z <br />co N 's <br />coLu <br />f N <br />O <br />m <br />0 <br />IL <br />uj <br />`It -IN <br />Ni �� <br />s� <br />.= 3 Yl 111al <br />N <br />U lyj N <br />z U �. <br />ozOp o 8 <br />0.oc9��a�ccmn. <br />Z C `� O O n <br />p_� U� N p <br />= 0 J N - AO 'D fz t0 N O yn <br />"�06 m. <br />Im <br />o 4 W J w (n N <br />OWti ,.�-_.�03 oc2c mop <br />U <br />O <br />W a o-o>22 J a am N� �v <br />a N O, L N j E@ O <br />N <br />F J Q pI- O F <br />00 <br />0-1 <br />0 <br />W <br />Lu <br />Lu <br />two) <br />Lu <br />C*4 <br />u_j <br />oe_ <br />0 <br />< <br />11-0 <br />BALUSTER TO CONFORM TO <br />IRC w/ SPACING SUCH <br />THAT A 4" SPHERE SHALL <br />NOT PASS THROUGH <br />4' T&G APA 46l24 RATED <br />SHEATHING GLUED <br />& NAILED TO FLOOR JOISTS <br />DBL. JOIST U.NO. ON PLANS <br />z <br />I I <br />I I <br />I I <br />7 <br />IS <br />PROJECT NO. <br />g <br />DESIGNED BY <br />JOISTS PER PLAN <br />DRAWN BY <br />HANGER PER SCHEDULE <br />CHECKED BY <br />SIMPSON "A35" EA. SIDE AT STRINGERS <br />smom <br />SHEET: <br />I STRINGERS PER PLANS <br />I <br />(1) LAYER 2" GWB UNDER STRINGERS <br />FIRE BLOCKING BETWEEN STUD BAYS <br />AT WALLS IN CONTACT w/ STRINGER. <br />a4 I�II� <br />z2 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 1 1/2" = 1'-0" <br />® % SCALE: 3/4" m 1'-0° <br />PRINT DATE 9/21/2020 3:13 AM <br />