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HomeMy WebLinkAboutB14-0269 S101-1 441.1 F eVIAllpilli‘Ve 24"OG STURDI FLOOR OVER 1 1 /8 TJI® 1 ECC ' + COLUMN BASE LEGEND44 iilitill SANDSTONE CAP SOLID BLOCK i FFE=83 7 q'-0" _ • 5-1/8"X 1 2"GL It1'! I < STEEL BASE d COLUMN W 10X54 BEAM R-38 0116 PER 61,SHEET 5102 W/RAMSET PLATE No z -ailo �� � - � 2X_PT BOARD r STONE VENEER (2)#4 BARS TSB LVL RIM — ! hh1 - GB 66 STEEL BASE i COLUMN �� - (IL 1)1003 IP PER B2,SHEET 5102 D i #4 BARS®24"00 EW O . IMI EPDXY DOWEL INTO 16"SONOTUBE 12/01/14 OR GONG WALL 0 BOTH ENDS 4"GONG SLAB I- ll 16"O SONO TUBE G1366 el I 1 4"RIGID FOAM _ - 5 "(2)3/4"G X 10"ABS LTi - W/LEVELING NUTS . I O ♦ In EACH SIDE Q _ GB44 _ I < z ♦ 1.1 MASONRY TIES @ 16' OG v O O _ T in: z !r_rF -' � v m "4---------------- ---- FILL W/NON SHRINK -� ►ti O w O I KNIFE PLATE 4"VOID FORM , I , , I - ♦ v U v Cl Q PER P SHEET 5102 GROUT AFTER LEVELING ;� I °., ' - y per[ 4 I z I ONGNALL (4)#4 BARS W/ Y r ". Z1O1/2" = 1'-0" 24'SQ zmOk0or0 i- -- c #3X0®1b"OG (L d3 O CONCRETE WALL ` III i Ir .0 i_ r tr p � O N d w X o 45'-0" 5'-5" 4" .d-` ' � 2"THK X 5"WIDE d Q_ ' 0 d w / / / / , e° II SANDSTONE GAP fi in Q12�-0. 36'-O" 5'-b" 6" 6" - W/ / / - f - BAR X 2'-0" (4)#5 NOTCH SILL A5 REQ'D TO CLEAR BOLTS �3'� A/R to F- FLUSH BEAM TO UNDERSIDE OF SHEATHING - DRY STACKED II . ROCK STONE VENEER BEAM CONNECTION DETAIL FINISHED 11 ..A PROVIDE WEEP HOLES GRADE ®EACH SIDE STEP TONT 0 1 1/2" = 1'-0" W/POSITIVE DRAINAGE��\\� -� TOW=?l'-q 1/8' \//\ 30' SQ / \ ADJACENT F::L:A:,: GLEANOUTS1 O PERIMETER DRAIN FOOTER WIDTH- 30MINA/ 1 \ \ (4)#4 x _ L I \/\ _ _ /\ 25"k KNIFE PLATE STEP TOW — — — c - - - — STEP TOW ) , 5 M P/5102 /\/ \ \• / ~ \ N • 04\ \ O I y f TOW=7l'-q 1/8" -- TOW= 18'-q 7/8" 30"50 1 T05-6 q'-0" T05=64-0" \/y\ /44. � / '-a I ;', TOF=68'-8" TOF=68'-8" 1 \/� / / /� , /� �\/ 3 #4 BARS @ 1 2"OG W ? I el!. ' au I 1 ry BATTERED ROCK DECK COLUMN �t CJ l S- BR ( GJ \ \ 4"CONCRETE SLAB Ci `F A - I W/6X6 10X10 WWF I 1/2" = 1'-0" J I GJ o ` OR#4 BAR5® 16"00 EW OVER `r I 1 I / Ho C+4 f I R-1 O RIGID FOAM tc� 1 \--/ I OVER EMIL VAPOR BARRIER OR LOG COLUMN (2)LAYERS"BARRIER X5"OVER I I 36 5Q DOWEL HORIZONTAL REINFORCEMENT I I HEATING ANIFOLD \ \ 1 10'MIN COMPACTED GRAVEL I INTO GONG WALL W/SIMPSON EPDXY TIE I o I , I \ I I I 1 18" 4'-0" q'- 10" 7'-6" \ 12'-0" 13'-4.. - . 2X6 REDWOOD cobOC d.° ey (3)#4 BARS®3"OG / ♦ °° o — — — — , — — — — \ I — — — — S" I - 6..MIN EMBED IN EPDXY ° ° . 0 I U25 ° ° Z ' a `V I I io ak- 1 X 14 RIPPED RIM G I ♦ <° a 5-1/8X 12 GL. - "° ° �I °° l� I GJ ir.ilGJ „� GJ ♦ GJ 8 P I - ,, e °a �. 101 t� rF d 1 — I -- 101 i I m PT SILLiTh ° O 10 I I I I TOP® 77'-q 7/8.. v GB66 ♦ ° m I (5)PADS PER m I ° Ory r- DETAIL H/52 - - - J L - - - - L I L - - - - _I r- P I THICKEN SLAB EDGE 60"5QX24" I 64"5QX24'y 1 1 I i 365Q o4iCONNECTION DETAIL 2 TOW=177'-c 7/8' I 1/2"0 BOLTS 0 GJ GJ PAD DBL MAT 'GJ I GJ PAD DBL MAT TTP =bq-0 I °•cr 1/2" = 1 -0" 24”OG MAX ♦ CJ Tt7P 68'-8" I •► .\ 7 I +4 * i 33"5QX12" I I 101 LOG WALL e I 18"50X12" I I ; x I - - J °, fct Q ((----(D :OUPLING NUT 8 WASHER - STEP TOW _ O I I 10 TO HOLD PLATE W/ STIR CONNECTION THREAD,NUT WAHSER 4` ( TOW=78'-q 7/S" r - > / SLOPE FLOOR ,) 1 m O SILL PLATE 1 1/2'1 = 1'-0' L p r I T05=6q'-O" ' ' �' TOF=68'-3" 1.TO DRAIN L � � '`� L iv TYP(2)PLACES ! •I TOW=73'-O" ROCK u� 1 7 1 7 STEP TOW mco OR STN STLER 1/2"X10"AB®4'-O"OG ry GJ GJ w GJ tim=im ° FLASHINGN LOG COLUMN , moo ► r!_ r A ♦ (Ni to ♦ '- I _m I I■■u 7: Q I■■. I■■. 36"SQ N -_ L — _� I - J 1 I ja 101 24"OG STURDI FLOOR (V ` I N R I11.111-'''''''':.-11...r I - • - :D �'' ON 1 1-7/S"TJI _. - _ - 30"5QX 12' I I _ ° I 1 1-7/8"TJI 2X REDWOOD DECKING Oilk I - - - L. IF Emi■�PEI - ..z �� ON 2X6® 16"OG o STEP TOF " I I 1 I / • R-2 1 GORBOND / ° ° ° 7 FFEin 0 IAB D BLOCK r- 10 I - - I■® is tyt,,. J ° , ° SOLI =8 3 7 q'-O" �:� I:C: I = 5 ° - — ' W 30"50X 12" ► ( 72"5QX24" / � STEP TOF .FOOTING SHOWN A5 CONSTRUCTED • �+ &,E,t 1 0 4'FROST PROTECTION NOT PROVIDED GONG APRON ° 75206/11.. 88 0 111 - © B GJ / ♦ F' UNDERMINE FOOTING AREA NOTED ' a ` - GJ PAD DBL MAT Q i 101 S-1/S"X 1 2"GL �� Li, CO iy 1 0 1 0 STEP TOF - 1 I / I STEP TOW = REPLACE W/4"VOID FORM e O ty 4 ` 2X 1 2 LEDGER O (� �� ry 1 p PT SILL GUT LOG COLUMN TO �--1 0 I /� GB66 �� 6X6 A5 SOLID BLOCK ■ A W I I I I = TOP® 76'-q 7/8" LET IN 1-1/2" - V y - STEP TOW I / 2X4® 16"OG i ,, TOW 6q'-O �. .' (3)I#4 BARS ►L a / �- TOF-65' 6 FRAMED WALL A gyp, Z 8= q' O° I $� l'-5" 3'-b" 2'-b" I q'-5" q" q' ' q'-6" I ,. 3' u- 1 - 1 6°MIN EMBED IN EPDXY / / / / I .o .i1 36"5Q W/R-11/13 e ' O I TOW=6q'-O" t in • Eli Z -1 _ , NO ABS I NO AB5 NO ABS 1 1 0 I R-10 RIGID INSULATION 5-1/8"X12"GL Z TOW=VARIES I ,,, 71- I-,/ T05=6q'-0" — — -I- - ' TOF=65' 6° 0 101 / I / I � (4)PLACES ILI ■ , ,�, � � B --.- 0 R FRAMING DETAIL 10 CONNECTION DETAIL o 1L ,fIA) :77-, ` -) � PERIMETER DRAIN T / DRIP EDGE �� .� Vr 10 I ESQ o V mco O 4) It 10 10 / 10 10 10 iI / I NOTE: SANDSTONE CAP R-21 GORBOND J O I / I DUE TO ROCK p DRIP EDGE / OUTCROPPING WITHIN -' ,1 / n K I I FOOTING EXCAVATIONS, SANDSTONE CAP FOOTING MAY BE , Job # 1 4.01 5 O 10 iii I ELIMINATED 8 WALL a 4"PERIMETER BRAIN PLACED DIRECTLY ON . I S File 1401551 MASONRY ANCHOR 0 / 60"5QX 12' 48"5QX 12" 48"5QX 12" SLOPE® 1'MIN ROCK PROVIDED#5 R-24 IN -,, ® 24"OG MAX nate 22JULY 1 4 I L TO DAYLIGHT 2X8 ® 1 6"OC \ VERT BARS,GR 60,ARE •As MASONRY ANCHOR 5 FRAMED WALL Drawn KAB n :4-,', - - - DOWELLED INTO ROCK - - r - ® 24"OG MAX H \ W/SIMPSON"SET" , Checked JMH EPDXY VAPOR BARRIER fiek ---.....,_-./- R 2 1 GOREBOND R 5/ 1"RIGID FOAM Rel`d 2:JULY 14 ® Alik ` A21 1 1 11 _ ON 3/4"PLYWOODON VAPOR BARRIER RG 6 ♦ ♦ 10 10 10 10 —� <<I - - !111 ON 3/4"PLYWOOD Reved 220GT 1 4 •• - _J I ANCHORS 0 24"OC MAX A ° �C z , ,,, '•-- - �,,,u„r,•�. Aga d •:,-°• - � 1/2"�WEDGIT EXPANSIVE ��•o�PD 0•C�� -,, N - L L L d WITHIN 6"OF EACH END , (Y1 IN ANCHORS i�24"OG MAX L L d WITHIN 6"OF EACH END Q♦'•'' i. /•'•2p -- 42"5QX 1 2" MASTIC COATEDE /- ♦ WEEP HOLES � ' _ �.s• �/ � ��O MATCH EXTERIOR tel'"` 3°669 _ 1- �,, ° � - Sheet Number .4..,j 9' 4" 4' 12'-O" 12'-O" 15'-8" �} GRADE MASTIC 16 ANGLE R_ 10'13 0 j MASTIC COATED \ 13 •.•• /42.2-4-/• �o-:•� N / / 54'-0" / R-1 O RIGID FOAM ► \\ R-11/13 R 1 O/RIGID FOAM - ass/ONAI ENG`.' FOUNDATION PLAN COORDINATE ALL SUB SLABPIPINS INSULATION DETAIL RIVER ROCK LEDGE DETAIL STRUCTURE OIsLY N 0 5101 O AND WALL PENETRATIONS �i'� 1/4" = 1'-0" 4 3/4" = 1'-0" 3/4" . 1`-O" } SHEET 13 OF 2