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319 PARK PL 2019-09-24
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319 PARK PL 2019-09-24
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Last modified
9/24/2019 7:46:55 AM
Creation date
9/24/2019 7:46:53 AM
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Address Document
Street Name
PARK PL
Street Number
319
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S-200 ' R/CAPR/PIPE/HOLES S-200 <br /> rl/HOLES R 1/2" 9 <br /> ip 10 <br /> 0 ' <br /> it 3/8X10'X6" 1 <br /> MAPI• 3/16 1 S; <br /> ■ (E)WALL <br /> vI FRAMING <br /> -- • 1J p� III R/HOLES <br /> R1/2 ' 3/16\ TYPriaz <br /> 3/16/ „ <br /> R 1 3/4" (E)FLOORI <br /> TOWER <br /> N .� UR/ I SHEATHING <br /> (pARAOLOLEL AS OCCURS) <br /> HOLES ��■■�� 3/16 ►to ( ENGINEERING <br /> 0 <br /> n /HOLES3/16\ , 11 3/16 TYPflI ) OMPANYr� ■ TYP3/16 4F4111171111! <br /> �I�I <br /> v MI I, <br /> R 1/2" TMP 3/16 V I (E)CONC SLAB ON GRADE (E)PONY WALL <br /> 1 3/4", ��mm� <br /> 21907 64TH AVE W,SUITE 140 <br /> (SAWCUT AS REQ'D) <br /> I MOUNTLAKE TERRACE,WA 98043 <br /> , 7" 5 1/4" R3/8 TYP ((E)EXT GRADE AS OCCURS) (E)STEMWALL <br /> It 3/8 W/13/16"(d <br /> TEL: 425 40 226 <br /> 6 6 <br /> 1'-2" It 1/2X7'X5-112' HOLE TYP imil FAX:425-640-5665 <br /> 7 12 <br /> S-200 ' �� S-200 I �� (E)INT. <br /> NOTE:CAP PL NOT SHOWN FOR CLARITY GRADE <br /> FS288BL BRACKET-TOP SCALE. .in FS288BL BRACKET RIGHT SCALE 7 = _ — _ = MAY RESIDENCE <br /> 1112".I-0 111?=1L0 -11 I-111 _ _ I— _iiiiiiiiMMN o 1.1 <br /> 1 1 I EVERETT, WA <br /> 10 10 1 1 1 1 I I I --_-111--A 1 1 I THIS DRAW NG IS THE PROPERTY OF TOMER ENGINEERING <br /> S-200 S-2.00 - 1 - IIII —I 11I In 11 COMPANY AND IS TRANSMITTED IN CONFIDENCE.THE <br /> • I UR'S/PIPE/HOLES 4i) ' _ _ _J REPRODUCTION,USE OR DISCLOSURE,IN WHOLE OR IN <br /> 'L/HOLES i/HOLES In n, —1 1 1 1-1 1 -1 1 1 PART,OF THE DESIGN AND DETAILS CONTAINED HEREIN IS <br /> 11 'll II 1 1 II II' 11- PROHIBITED W TROUT THE PRIOR WRITTEN PERMISSION <br /> .IM I OF TOWER ENGINEERING COMPANY. <br /> 1",TYP CAP R1"X9"X5" ` <br /> — (E)CONC FTG �iiii•al <br /> ® 5 1/2" ® -1 �, 1 1 (CHIP FLUSH W/ 1 <br /> I A illIIii — STEMWALL <br /> ��� _I 1 1 AS REQ'D FOUNDATION 1_ .3 OWN&G <br /> ® ® FOUNDATION I BRACKET Of <br /> ,I ® I I BRACKET _ PER PLAN <br /> I <br /> ���� <br /> STEEL ANGLE h i��1 <br /> ® I ( ® <br /> 3-1i2..0 PIPE PER PLAN PER PLAN t' 1, <br /> moi■■__ smoi� ;. <br /> 3/16 I di � 1 (AS OCCURS) <br /> [JINN_FSI PUSH PIER .'FSI PUSH PIER &EXTERNAL . ', *54$4 >s <br /> fil! <br /> &EXTERNAL SLEEVE SLEEVE PER PLAN `''• <br /> y, <br /> SECTION A-A(NTS) IlII!IIO \3/16 /now! , I s <br /> h ��� <br /> ' IMI ' ' 3/16 TYP <br /> 3/16 3/4"TYP <br /> NOTES: <br /> 12 ' al12 ' CD NOTES: <br /> S-2.00 S-2.00 1. REF PLAN FOR LAYOUT&INSTALLATION REQUIREMENTS <br /> 1. REF PLAN FOR LAYOUT&INSTALLATION REQUIREMENTS 2. SEE 51S-2.00 FOR INFORMATION NOT SHOWN <br /> FS288BL BRACKET- FRONT SCALE: i i FS288BL BRACKET- BACK SCALE: $ (N) PUSHPIER TO E FOUNDATION SCALE: (N) PUSHPIER TO (E) FOUNDATION SCALE: 2 <br /> 11/2"=1'-0" 11/2".V-0" ( ) 1112-1-0 1112 -1-o REV DATE DESCRIPTION <br /> 7 10 (E)CONC SLAB ON PREPARED BY <br /> DO NOT PLACE PIERS IN DO NOT PLACE PIERS IN GRADE(SAWCUT AS i. <br /> 0 ' S-2.00 a� ' S-2.00 THIS ZONE W/O DIRECTION THIS ZONE W/O DIRECTION <br /> F'OM ENGINEER FROM ENGINEE REQ'D)((E)EXT GRADE (E)WALL FRAMING DET 6-10-2019 <br /> —�_ AS OCCURS) I!� <br /> 4/HOLES <br /> (E)STEMWALL <br /> I All <br /> " ° CHECKED BY <br /> 3 ' ,/� MIIIIIIIIIINE <br /> , , ° (E)INT.S.O.G. <br /> ° a KKB 6-10-2019 <br /> n / R13l4" ' a Q _'_ ° d a 111111 <br /> IT�'■ 4../HOLES o — ENGINEER REVIEW <br /> �`� ...................-_ ° ° a -111-11 <br /> V <br /> - I I li` Willirla <br /> KKB 6-10-2019 <br /> ° ILA 4 d a I__ <br /> 0 ,-- <br /> UR/HOLES a T_3/8 /a d 1 <br /> ° a a 11 <br /> III I � • PROJECT NUMBER <br /> MEW AI a FOUNDATION _ (E)AONC FTG(CHIP <br /> r ��� ■I■I®I■II///.I■I�IL1//— INI �I■I■ BRACKET I FLUSH W/STEMWALL 19001.18 <br /> �r 1 PER PLAN 1 - AS REQ'D <br /> ■ �� o R/HOLES E.4 <br /> N I O■� *, * * * * * —1 I I_ <br /> ' I— <br /> ~ X1/4" 9 0 1 1/2" FSI PUSH PIER STEEL ANGLE PER FOUNDATION <br /> a0 PLAN(AS OCCURS) S <br /> 1 3/4"TYP ' 7" } CONTRACTOR TO NOTIFY EOR &EXTERNAL SLEEVE DETAIL <br /> PER PLAN3 <br /> 1/A <br /> IF(E)FDN CRACK IS PRESENT IN THE /VIl <br /> 9 ' ED 12 1,-2„ ' C9 SPAN BETWEEN FDN BRACKETS NOTES: <br /> S-2 00 S-2 00 1. REFERENCE PLAN FOR LAYOUT&INSTALLATION REQUIREMENTS S-2.00 <br /> 2. SEE 5/S-2.00 FOR INFORMATION NOT SHOWN <br /> FS288BL BRACKET- BOTTOM SCALE. �2 FS288BL BRACKET LEFT SCALE: 9 NO PIER PLACEMENT ZONES SCALE: 6 (N) PUSHPIER TO (E) FOUNDATION SCALE: <br /> 3 <br /> 1112".V-0" 11/2 -1-0 11/2 -1-0 11/2 -1-0 <br />
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