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TYPICAL ROOF FRAMING <br />O ROOF TRUSSES AT 24" O.C. <br />0 4 <br />W/ 1%2" ROOF SHEATHING �! <br />! AND 10d AT 6" D.C. 5 <br />PANEL EDGE NAILING S4 S4 <br />FRAMING NOfESe <br />TYP A TO <br />KICKER BRAC _O4. <br />OA I <br />_ TYP ABTA TOE 2 <br />KICKER BRACE04.1 <br />OO I <br />-------- <br />_ -_ <br />O _ _ _. - _ _ <br />- _ <br />I <br />_ <br />__. <br />I <br />tj <br />X <br />--- <br />- <br />- - - <br />(I <br />I <br />• <br />I <br />{ <br />- --- <br />--- - <br />---� <br />-- <br />- - <br />I <br />--- {- <br />I <br />I _ <br />-- --T-- <br />- - - <br />- <br />I <br />I <br />l_ <br />LL_ <br />I <br />I I <br />I <br />_J <br />Sol <br />1, REFER <br />TO SHEETS S3 FOR SHEARWALL PLANS. <br />2 u�.� <br />�__ `i INDICATES INTERIOR 2x6 BEARING WALL. ALL EXTERIOR WALLS <br />ARE CONSIDERED <br />BEARING WALLS. <br />3. ) <br />INDICATES THE NUMBER OF 2x BEARING STUDS BELOW BEAMS. <br />BEARING STUDS TO MATCH WALL WIDTH UNLESS NOTED OTHERWISE. <br />4, OX <br />INDICATES POST BELOW PER SCHEDULE ON THIS SHEET, TOP <br />CONNECTION PER PLAN. <br />p /5 INDICATES POST ABOVE PER SCHEDULE ON THIS SHEET, <br />o� <br />AND BASE DETAIL. <br />4. REFER <br />TO DETAIL 15/S4 FOR TYPICAL HEADER FRAMING, <br />5, REFER <br />TO DETAIL 20/S4 FOR STAIR REQUIREMENTS. <br />I� <br />6. CO <br />ROOF TRUSS DEIGN SPECIFICATIONS. <br />DEAD LOAD - 15 PSF <br />LIVE LOAD - 25 PSF <br />LL DEFLECTION - L1360; MAX R2 S <br />TL DEFLECTION - 1_/240; MAX Y4" <br />7, STUD SPACING IS 16" O.C. FOR ALL WALLS. <br />B. All- HEADERS ARE 4x8 UNLESS NOTED OTHERWISE, <br />9. ST INDICATES SHEAR TRUSS <br />10. PROVIDE A35 FROM BEAM TO PLATE AT ALL FLUSH BEAM BEARING <br />LOCATIONS. <br />11, PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4x, 6x, AND <br />MULTI -STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. <br />12• ESL BEAMS ARE TO MATCH JOIST DEPTH UNLESS NOTED OTHERWISE, <br />AND ARE FLUSH FRAMED. <br />B <br />O- <br />F 0 U PC A 10 N N 0 TE 1`3.' <br />CANOPY FRAMING <br />(2)21,<6 AT 24" O.C. <br />W/ 1512" ROOF SHEATHING <br />AND 10d AT 6" O.C. <br />ol <br />PANEL EDGE NAILING <br />I <br />7\ <br />ROOF FRAMING PLAIN <br />TYPICAL FLOOR FRAMING <br />11%" TA-230 AT 16" O.0 <br />W/ %" FLOOR SHEATHING <br />AND 10d AT 6" O.C. <br />PANEL EDGE NAILING <br />1p — i —v <br />O <br />CORRIDOR FRAMING <br />(2)1118" TJI-230 AT 16" O.0 <br />W/ %" FLOOR SHEATHING <br />AND 10d AT 6" O.C. <br />_PANEL EDGE NAILING I � <br />I I <br />STAIR LANDING FRAMING <br />2x8 AT16"O.C. <br />W/ 1" FLOOR SHEATHING <br />AND 10d AT 6" O.C. <br />PANEL EDGE NAILING <br />ZxIU bAf�Ut NAr ILK <br />J <br />S4 <br />C4D <br />I <br />TYP AT <br />J4�_ICKER BRACE <br />�IO/Al <br />2x6 AT 24 O.C. <br />A34_EA END <br />2 <br />0- S4 <br />w <br />r�- <br />r <br />CM <br />o_ <br />X <br />�N <br />�- 2x6 OU <br />TRIGGERS A T 24" 0. C. <br />4 TYP A T <br />SLACKER <br />BRACE <br />2x6 AT 24" O.C. <br />W/ A 34 <br />EA END <br />y-A35, TYP <br />- . <br />x <br />c� <br />- <br />,v <br />4x12 <br />I I <br />4x12 <br />! <br />412 <br />S4 HUC4 2 H R�-°� <br />j <br />2 <br />I <br />! <br />7 <br />LL <br />L <br />a <br />,x12 <br />AA <br />_ <br />9 <br />O <br />YP <br />L RC, _�j <br />CANOPY FRAMING <br />2x8 AT 24" O.C. <br />W /2 ROOF SH�_ATHING, <br />AND 10d AT 6" O.C. <br />PANEL EDGE NAILING <br />�O <br />- -- O <br />412 <br />S4 � <br />l X <br />- -- - - - - - ----- <br />A_� <br />- <br />- - <br />- O <br />"I",, 1\ <br />- <br />5 <br />6 54.1 <br />S4.1 <br />QcCD <br />O� <br />O QO \ d <br />�� <br />I OI Q <br />I LL-41 <br />� <br />F3 <br />1, REFER TO SHEET S3 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS, <br />2. PROVIDE FOOTING DRAIN AROUND PERIMETER OF BUILDINGS. <br />3. FOOTINGS ARE TO BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FII L <br />CAPABLE OF SUPPOR ZING THE ALLOWABLE BEARING PRESSURE OF 1,500 PSF, <br />4. PROVIDE #4 CORNER FTG BAR FOR EACH HORIZONTAL BAR. LAP 2'-D" MIN. <br />F3 <br />_ <br />I — I <br />i_ <br />B\ <br />O <br />oTTs� <br />O <br />DECK FRAf iING <br />(2)2x6 AT 16" O.C. <br />RIPPED TO SLOPE PER ARCH (5" MIN JOIST DEPTH) <br />W/ 2" CONIC PAVERS AND TPO MEMBRANE <br />OVER %4" DECK SHEATHING <br />AND 10d AT 6" O.C. <br />PANEL EDGE NAILING <br />,)FCOND FLOOR F AWN'G PLAN <br />0 <br />I <br />I� <br />SCALE 1/4" = 1'--0" <br />6 <br />S4 FLOOR FRAMING <br />TA-230 AT '16" O.0 <br />� W/ ADD'L AT 32" O.C. <br />W/ 3/" FLOOR SHEATHING <br />AND IOd AT 6" O.C. <br />PMEL EDGE NAILING <br />O C4) <br />I <br />I I <br />I I 11 I <br />S4 <br />I <br />f�------------------------- i - <br />------------ -- ------ -- j <br />I ------------------------------------------, I <br />I � 12 , I' I - I I <br />I iI I I I j II <br />4" SLAB -ON -GRADE <br />W 4 AT 18" O.C. EA WAY ! 11 <br />I i �# e12 <br />,-,_OVER 15 M1L VAPOR BARRIER i S4 (i�� �S4 OVER 6" CLEANCRUSHED ROCK ! 1. <br />S4 -i OVER STRUCTURAL FILL AS REQ'D lip II i1 - <br />— 7 <br />L <br />j II I ._ I <br />12 <br />S4 <br />! I I <br />---------------- <br />_ �i <br />11 <br />S4 <br />FOUNDATION PLAN <br />F2 <br />I�I <br />I I I <br />I ' I <br />PO T SCHEDULE <br />MARK <br />SIZE <br />46 DF,#2 <br />S1 <br />TICS 6"SOx%E" <br />FOOTING SCHEDULE <br />--ARI6 <br />SIZE <br />THICKNESS <br />FEENFORClf�1G <br />F2 <br />2'-0"SQ <br />12" <br />(3)#4 EA WAY <br />F3 <br />3'-0" SQ <br />12" <br />(4)§4 EA WAY <br />—12" SQ. CONCRETE GRADE <br />BEAM W/ (2)#4 OB <br />W/ 90' HOOK INTO FTC <br />C EA END <br />O � <br />,Cb <br />I <br />J <br />F2 <br />WASfC\' <br />4 €'A"32 A4c� <br />SCALE 1/4" = 1'-0" <br />