Laserfiche WebLink
MTL STUD WALL <br />PER DTL 14/S7 <br />OR STOREFRONT PER ARCH <br />EXTERIOR SLAB <br />WHERE OCCURS <br />D. <br />D <br />EQ <br />6" <br />EQ <br />1'-6" <br />#4H AT 18" O.C. MAX. <br />0 <br />ALT HOOK <br />DIRECTION <br />SLAB REINF PER PLAN <br />C FLOOR <br />°° • . <br />\0'��4V DOWEL AT 12" O.C. <br />W/ HOOK INTO FTC <br />(3)#4B <br />U <br />FOUNDATION SECTION <br />2x6 FRT WALL PER 7/S7 <br />OR STOREFRONT PER ARCH <br />EXTERIOR SLAB <br />WHERE OCCURS <br />.r • •r • _ •r • •r_,• •r • :•r_ • •r • wr_,• ►.�./?Ie' <br />SLAB REINF PER PLAN <br />FLOOR <br />e• <br />BALANCE <br />PER 1/S7.1 <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" �71 SCALE 3/4" = 1'-0" <br />GRATING PER ARCH T.O. CURB ELEV. <br />°. <br />WALL REINF <br />a d <br />PER ELEV <br />° <br />WALL <br />. a <br />a d <br />+ d <br />GRADE PER CIVIL <br />#4x3'-0" DOWEL <br />d DRILL AND EPDXY <br />° EMBED 6" MIN <br />DRAINAGE BACKFILL <br />PER GEOTECH\ \/\\j ° <br />e <br />° <br />PER PLAN <br />d <br />° d <br />° . <br />_ <br />� b <br />d <br />EQ 8" <br />EQ REINF PER SCHEDULE <br />PER <br />PLAN <br />FOUNDATION SECTION <br />2x8 FRT WALL <br />W/ FRT SHTG AND <br />GALV. NAILING PER PLAN <br />EXTERIOR SLAB <br />WHERE OCCURS <br />#4H AT 18" O.C. MAX.-- <br />0 <br />ALT HOOK <br />DIRECTION <br />SCALE 3/4" = 1'-0" <br />%" O A. BOLT <br />ABU66 POST BASE <br />W/ %" 0 A. BOLT <br />SLAB REINF PER PLAN <br />ZL. C FLOOR <br />a <br />e e <br />BALANCE <br />PER 1/S7.1 <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />° .. PER ARCH FURRING WALL <br />FLOOR WHERE OCCURS <br />SLAB REINF <br />WALL REINF ° #40'-0" DOWEL p a <br />PER ELEV ° ° ' DRILL AND EPDXY PER PLAN WALL REINF PER ELEV <br />WALL WALL EMBED 6" MIN <br />/ <br />#43'-0" DOWEL <br />e ° T <br />#4x3'-0" DOWEL DRILL AND EPDXY <br />DRILL AND EPDXY A. 0 EMBED 6" MIN <br />GRADE PER CIVIL \ EMBED 6" MIN a• SLAB REINF <br />PER PLAN <br />DOWELS W/ 90' HOOK INTO FTC <br />5V DOA. <br />WEL W 90° HOOKS INTO FTG MATCH WALL REINF PER ELEV d. FLOC <br />/\�j\�j\ # / LAP PER SCHEDULE ON S1 d '' <br />DRAINAGE/BACKFILL \\/\\/\\/ MATCH WALL REINF PER ELEV 4 <br />PER GEOTECH\\\\/�\\ `' / <br />LAP PER SCHEDULE ON S1 <br />° <br />,,PER PLAN \ PLAN <br />w e . °e ° w .D A\ <br />J d e .d. ° . . J Dp •D. D .D A <br />a' d .a ° °' /,\ a °•.D'° e.. •°. "e. DD ° 'e pa <br />LLJ <br />° dLLJ <br />P p. <br />G °.° D' a a A e ►. e e D <br />°. a <br />ch� <br />LLJ <br />LLJ <br />dCL <br />EQ 8" EQ REINF PER SCHEDULE EQ 8" EQ REINF PER SCHEDULE <br />PER PLAN PER PLAN <br />FOUNDATION SECTION FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />PER SCHEDULE 2x6 FRT WALL 2x8 FRT WALL <br />(48" O.C. MAX) PER 7/S7 PER 11/S7.1 <br />W/ WASHER PER S1.1 F.O. STEMWALL <br />EMBED 7" BEYOND <br />—2x8 FRT PLATE <br />nnr A l/ rnn Ci AD nninir nro ni A ni FYTFRInR CI AP Ci AD nrinir nro ni All <br />0V DOWEL AT 12" O.C. #4H AT 18" O.C. MAX. #4V DOWEL AT 12 O.C. <br />W/ HOOK INTO FTG EA FACE o Dp EA FACE W/ HOOK INTO FTC <br />y p D <br />(3)#413 EQ EQ (3)#4B <br />1'_n" <br />POST PER PLAN CB68PC POST BASE <br />U. N. 0. <br />FOUNDATION SECTION 12 FOUNDATION SECTION MTL STUD WALL <br />SCALE 3/4" = 1'-0" PER DTL 14/S7 <br />0 <br />D \ \ <br />Z ,` T.O. CURB ELEV. T.O. CURB ELEV. o D' <br />O D ° PER ARCH D a PER ARCH D <br />Q MATCH STEMWALL <br />0 p ° #4V DOWEL AT 12" O.C. p / e �.. ° p / REINF <br />Z - - W/ HOOK INTO FTG SLAB REINF PER PLAN SLAB REINF PER PLAN <br />MATCH STEMWALL MATCH STEMWALL D / <br />u_ \ <br />O REINF FLOOR ;REINF FLOOR / \ <br />8 PLANTER ' <br />AM <br />De \ •e.' ° De °°.. •° ° WALL / <br />W 6» PLANTER \ 6" 6" PLANTER ` \ 6" D \ / <br />m WALL \ WALL A/ <br />m D D D D D •D \ D. D •D \\ \ D D' D \D D' D \ /r <br />STEM WALL REINF e ' <br />PER 16/S7.1 a D: <br />W \\ <br />Z <br />0 FTG PER 1/S7.1 FTG PER 1/S7.1 <br />Ix <br />Z) <br />O <br />u_ <br />ri6 FOUNDATION SECTION <br />z S/. SCALE 3/4" = 1'-0" <br />w <br />J_ <br />U_ <br />S SCALE 3/4" = 1'-0" S / <br />FRT WALL PER 7/S7 MTL STUD WALL 0 <br />PER DTL 14/S7 <br />LU <br />#4H AT 18" O.C. MAX. PLANTER PER ARCH <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />FLOOR BEYOND <br />A. <br />°. d e <br />•e . <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />MTL STUD WALL 0 <br />PER DTL 14/S7 <br />CMU WALL <br />PER DTL 14/S7 <br />SLAB ON GRADE <br />PER PLAN <br />FLO� e <br />e d <br />�Lr :• •r . rr • •r . •r • •r . .r � <br />P ICI I I I I I Iy1 <br />♦Y .• •T • 1Y • •T �— •T • •T •T • yam. <br />SLAB ON GRADE <br />PER PLAN 0 <br />e <br />�����; •:.. #4x3 —0 DOWEL <br />i DRILL AND EPDXY <br />8„ <br />EMBED 6" MIN <br />SLAB REINF <br />#4H AT 18" O.C. '' ° PER PLAN <br />#4 AT 18" O.C.OR <br />e ° FLOCOL ° <br />d • c <br />W/ 90° HOOK INTO FTC d <br />AND INTO SLAB <br />• ALT HOOK <br />DIRECTION <br />s <br />D <br />(3)#4B <br />EQ 8" EQ <br />1'-6" <br />FOUNDATION SECTION <br />4x4 POST - <br />PER PLAN <br />C844PC POST BASE <br />CONC. CAP PER ARCH <br />SCALE 3/4" = 1'-0" <br />6x8 POST PER PLAN <br />8x8 AT CORNER COND. <br />C868PC POST BASE <br />C888PC AT CORNER COND. <br />MTL STUD WALL <br />PER DTL 14/S7 <br />#4x3'-0" DOWEL <br />DRILL AND EPDXY <br />EMBED 6" MIN <br />ZLSLAB REINF <br />PER PLAN <br />FLOOR <br />/ ALT HOOK <br />DIRECTION <br />(3)#4B <br />J <br />U <br />FOUNDATION SECTION <br />D <br />D <br />EQ <br />B" <br />EQ <br />D e <br />• r <br />.. D L. 3" CLR TYP #4 STIRRUP AT 12" O.C. --II SEC p ° e D e .. (2) A T TOP ° <br />q ° <br />1/" CLR . ' <br />s <br />s. <br />r <br />P b <br />e e ,A a •' G ° <br />�„ CHAMFER <br />o ' ° (8)#4V TYP <br />D D <br />• � D D � SECTION <br />s: <br />EQ PER ARCH EQ REINF PER SCHEDULE <br />4,-0" <br />FOUNDATION SECTION <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />�V1 C SCI� <br />OF WAS/y/ <br />�P �y� <br />,P 37334 t„ <br />�0cTURAL <br />S/ <br />STAMP <br />Z <br />a � <br />rn <br />v <br />W <br />Zom� <br />o <br />a <br />o <br />o <br />ui <br />w <br />00 <br />(Az <br />Q. <br />d <br />c <br />c <br />U <br />w <br />0 <br />m <br />a <br />w <br />W <br />M <br />z <br />o <br />W <br />w <br />y0 <br />y+ <br />T <br />W <br />z <br />= <br />Z <br />w <br />+ <br />CD <br />Z <br />o <br />42z <br />cw <br />E< <br />r¢ <br />wEcj <br />CLZ. <br />EZ <br />oz <br />LL <br />Q <br />M <br />o <br />y <br />�� <br />m <br />�co <br />o Z <br />om <br />li 0 <br />w <br />N <br />�p <br />w <br />r <br />L' <br />w W <br />Z 'It <br />a <br />w <br />a <br />0 <br />� <br />_UJ0 <br />J J � O <br />a <br />w <br />w <br />oc <br />¢ <br />a5 ( <br />�W <br />Z <br />Q <br />wUZ = <br />�c~i <br />w <br />Z - 0 <br />o <br />N- <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />FOUNDATION <br />DETAILS <br />S701 <br />