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NOTE: EXTERIOR FACE OF CONCRETE IS Y2" OUTBOARD OF FACE OF FRAMING # GRID LINE 2y4" DTTI TO STUD @ 24" OC TOUCHIN SILL PLATE SEE ARCH FOR INSULATION DETAIL TO MAXIMIZE ANCHOR EMBEDMENT) WITH 3/E" ¢ x 5" TITEN HD ANCHOR SAW CUT JOINTS: SLAB PER DETAIL 3 JOINT DEPTH I". SAWING TO OCCUR AS SOON AS CONCRETE —DTTI TO STUD @ 24" OG E.N. CAN BE SAWN WITHOUT SPALLING (WITHIN 24 HOURS OF PLACING ) SLAB PER DETAIL LOCATE TOP BAR WHERE IT WILL NOT TOUCHING SILL PLATE ) FORM -A -KEY KEY -LOG JOINT QR SAW CUT INTERFERE WITH POST -INSTALL ANCHORS (TO MAXIMIZE ANCHOR EMBEDMENT WITH 3/8"(P x 5" TITEN HD ANCHOR QR BEVELED Ix FORMED KEYWAY @ COLD JOINTS LOCATE TOP BAR WHERE IT WILL NOT � #4 DOWEL @ 12" O.G. INTERFERE WITH POST -INSTALL ANCHORS GROUP WITH BOTTOM LEG TOWARD EXTERIOR (4REINFEMENT NOT CONTINUOUS THROUGH JOINT (3) #5 CONTINUOUS 3" CLR FROML TOP t BOTTOM BAR @ 18" O.C. EACH WAY EXT. FACE IIY2' c O O o 0 0 0 0 0 0 0 / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A E GROUP 0 0 0 0 0 0 0 0 0 0 #4 CONT, @ q" O.C. � AND AT TOPAND BOTTOM OF STEM WALL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X L0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIVIL � GRADE � 9 �g o 0 0 0 0 0 0 0 0 0 / /// // //\ • • • O OS141 O O o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o OC / � � � � � � ' STRUCTURAL \/\�\\0 0 0 0� o� o� o� o Oo OOO ZVEN IN G EERING Oo 0 o Oo Oo Oo Oc 0 o Oo Oo o Oo 0 0 O o v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / /\/\/\/ J O O O O O O /O n^� /O ^ O O /O^ O O O O O O O IY \/ \/ /,1.�/1,�/1,� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X/1 \X/1 /\//\//\//\ // // // U �� X10 X \ ///�o�� / o ��/'�/ o /�o,� �� \� .�1�1/ ll� o o O /10 /10 O o o /1 %lo /1�1,0,� V \/\\' \ \ /\\ \ �� co// // // // �/ // % // %/`/� /� % / /%"��%�/ �// // // ``7 r� / / / _ / /j / // -1355 OAK STREET \�\\\\\\ \\\ \\\ \\\ \\ \\ \� \\/\\,\\i \ SUITE 200 \\ // // // /// /// /// /\// EUGENE OR 97401 �\\\\\%\\%�\\% / \\\\/ ( 541) 341-1332 CENTERED UNDER BEARING WALL \ \\ \\ \\ BOTTOM OF G / / / • • •\/ COMPACTED GRAVEL BOTTOM OF FTG BELOW GRADE V ' /18" MIN/\\/\ SAME ELEV AS m (3) #5 CONTINUOUS �-UNDISTURBED SOIL OR ENGINEERED FILL PERIMETER FTG (3) #5 CONTINUOUS TOP BOTTOM 2" IGLI2 AT u SEE ARCH FOR VAPOR RETARDER 6" FORMED SIDES 2" CLR AT EXTEND ALL TOP BARS k STEM FORMED SIDES 6' INTO PERIMETER FOOTINGn� all WALL 10" 2'-0" NORTH OF GRID D E 2'-0" m .� a INTERIOR SLAB REINFORCING 1 PERIMETER FOOTING 2 INTERIOR FOOTING 3 S�-IR I NKAGE CRACK CONTROL JOINT 4 GRADE BEAN E -7•, SCALE 1" = I'-0".� SCALE I" = I'-0".SCALE : I" = I'-O"SCALE I" LAP DOWELS TO TOP BARS OF INTERIOR FOOTING ALTERNATIVE POST BASE: SIMPSON CPS6 6" SET INTO COLUMN LANDREAD INTO CONCRETE (3) #4 DOWELS WITH SET EPDXY ADHESIVE PER MFGR INSTRUCTIONS (3) #4 DOWELS - 8° 9" 9" m D 6x6 WOOD COLUMN c TOP VIEW 5 16 GAGE BENT PLATE CONNECTOR I - [Lwow ,n Z O q SIMPSON CPT66Z POST BASE CONNECTOR WITH I/4"� HOLES FOR (5) 1.5" SDS SCREWS TO EACH SIDE OF COLUMN 5L (5) 2.5" SDS SCREWS TO MUDSILL 2 -ILL WITH (3) y2'� CONCEALED PINS THRU COLUMN � O 4 WITH (2) Y2"(P x 4" TITEN HD ANCHORS 0 0 0 0 0 • o 0 0 0 0 0 12 GRADE r-0 ' Lu 112 / \ (2) #5 CONT AT TOP 1 0 1 (3) #5 CONT AT BOTTOM WI DCO UM I LLJ w 1 1 V � � \ GRADE \ �• • / c - N 0 0 CID %\\ m ® ® I c ® w O u u u 4x6 PT SILL < LL /�\/// /// • // BOTTOM OF FTG. LL 12" MIN BELOW GRADE ( ( \ L //\\/\\/\\/ \/\\//\\/\\/\\/� . i CID L \\\\iLu 1'-4" LL 5 INT. TO EXT. FOOTING CONNECTION ("II EXTERIOR 5LA5 FOOTING Lu S WIND COLUMN BASE CONNECTION �•I SCALE I" = I'-0" �.I SCALE i° = I'-0" �.) SCALE 1-1/2" = I' -O" HOLDOWN PER SIGHED HOLDOWN PER SCHED HOEDOWN PER SCHED OPTIONAL COUPLER NUT 6 THRD ROD ABOVE 5141T HEADED BOLT OPTIONAL COUPLER NUT PROJECT X2035 WITH 15" EMBEDMENT • CENTERED IN STEM WALL OPTIONAL COUPLER NUT WITH 2.5"(P x Y4" PLATE WASHER FTG PER DETAIL 2 t THRD ROD ABOVE AT EMBEDED HEADTHREADED ROD PER HOEDOWN SIGHED DRAWN: SNS 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 CENTERED IN STEM WALL 0 0 0 0 0 0 0 0 0 0 • `STEM WALL $ FTG PER DETAIL I o 0 0 0 0 0 0 0 0 0 --fSTEM WALL * FTG PER DETAIL I DATE: 4/17/2017 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 GRADE777 / GRADE • . • REVS /\(r`'�V\J p\/;/�`�V • / O O \O O O O O O O O \ O O O O O O O O O O /\\/\ BOTTOM o 0 0 0 0 0 0 0 0 0 0 0 0 0 SURFACE j 0 0 0 0 \\\ \\\ \\\ \\\ \\\ \\\ \\\ \//\ 0 0 0 0 0 0 0 OF FOOTING o 0 0 0 0 o O o 0 0 0 0 0 0 0 O O O O O O O • /\//\//\///\///\//\//\/ //j /46- \ \ \ \ \ \ \ \ \\ HEADED ANCHOR BOLT PER SCHED \/\ o o • / / / WITH 3" SQ PLATE WASHER AT EMBEDED HEAD, \/ \ o o • // j ///\// j / / // /\ /\ /\/ AT OR BELOW BOTTOM SURFACE OF FOOTING /jS \ \X/\ / / / \/\\/\BOTTOM \\\\ CONCRETE BUMPOUT TO PROVIDE 4" COVER SHEET TITLE: /\\�\/\/\/\//\//\//\/\\ / F FOOTING ' \ AROUND BOLT HEAD COUPLER NUT \\�\\ FOUNDATION SQ PLATE WASHER SIZE HEADED ANCHOR BOLT PER SIGHED DETAILS WITH SQ PLATE WASHER AT EMBEDED HEAD, BOLT WASHER SIZE AT OR BELOW BOTTOM SURFACE OF FOOTING w 5/8111p 2.5" x 2.5" x 1/4" CONCRETE BUMPOUT TO PROVIDE 4" COVER 7/8"(P 3" x 3" x 5/16" AROUND BOLT HEAD q HOLDOWN TYPE A ANCHOR AT PERIMETER 10 HOLDOWN TYPE B CID ANCHOR AT PERIMETER 1i WOLDOWN TYPE C D ANCHOR AT INTERIOR SHEET NUMBER:•) SCALE : I" = I'-0" SCALE I" = i'-0"rJ.3.� SCALE : i" = I'-0" S3,1