Laserfiche WebLink
1?-0,114 <br /> riiwall:,:i1-5.:,..,:i:17rr",_A-167,4,_,,111::11111,. <br /> 11111141 <br /> 0) <br /> C N <br /> M <br /> ti <br /> O <br /> NOTES C <br /> 0 <br /> 1. PLANS SHOULD BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO STARTING Q p` V <br /> CONSTRUCFON. F DISCREPANaES EXIST PLEASE CONTACT ARCHITECT OR 0 <br /> OVER/CONTRACTORp •..� <br /> 2 ALL f IN CONTACT W11H CONCRETE, MASONRY, EARTH, OR EXPOSED TO = rn Cd <br /> A $EATHI?SHALL BE PRESSURE TREATED. Cl) <br /> A09 3 VERIFY ALL DIMENSIONS AND FIELD CONDITIONS >�: <br /> 4. PROVIDE TEMPORARY BRACING AS REQUIRED UNT)L ALL PERMANENT /- - cd <br /> coNNEcnoNs AND SnfTENINGS HAVE BEEN INSTALLED. O ro. <br /> 5 ALL ISOLATED SPREAD FOOT1NG5 TO BE 24'X24'X10"$>H(3)14 BOTTOM EACH 0 <br /> 36'-3» / 6.ACONCRETE PROTECTION FOR REINFORCEMENT.• <br /> 18'-6" 3'0' 14'-9» 11'0' A. 3'CAST AGAINST EARTH. � a <br /> i / i / i B. 1 1/2'EXPOSED TO EARTH OR OTHER ..c ?> <br /> 9=0" , 2'-0* , C. 3//4'NOT EXPOSED 1D EARTH OR$EATHER C.) CD <br /> Z41ETAL FRAMING CONNECTORS SPECIT ED ARE MANUFACTURED BY THE SIMPSON S- N <br /> FOOTING COMPANY. SEE LATEST CATALOG EDITION. INSTALL PER SPECS USE ONLY Q `t <br /> 16'08»D TYP EQUIVALENT S1JBSI1TUI)ONS N <br /> (2),4 CONT ROT 8ALL METAL CONNECTORS SUPPORTED BY PRESSURE TREATED MATERNAL SHALL <br /> /- BE 'LI/AX'(G185 HOG PER ASW A653) OR EQUIVALENT AND FASTENERS SHALL <br /> ' -�, '--\ BE PER AS1M A151 <br /> I. `- 1 <br /> :1 CDS3 <br /> C Epp <br /> l .r l I I FOOTING, o <br /> �, I 'I I I I 18'X18»X1O'THK Q <br /> �/i .j I FooTING I (3) 4 EW BOT <br /> 0 <br /> ») • 1 I , » 36'X36»X10"1HK I I FOOTING, o A09 B CD 0 <br /> 1-3 I. 1_ (4)/4 EW BOT ' »24'X24'X12'THK R' N <br /> � l , # 1. 1-0 <br /> 1 I FOOTING. » 1-O,I 3 4 EW BOT FOOTING. W 0 00 <br /> N• 36 X36 X101HK Jk 3 , I O/ 24 X24 X12 THK z O-) <br /> OT I- £ BUT((4)14EW B .I.... ..I o ()#� W c ..I <br /> Q Q <br /> L _J, 1 LELI . ..1 <br /> B01 1'" A <br /> A09 f" 4" CONCRETE SLAB I k° <br /> o I o 6 MIL V.B.* 0/ GRAVEL FILL i. f— <br /> Q I 8'I,l i = u_i <br /> VI I <br /> <10 <br /> Q , , m CC) w <br /> I I <br /> a I 18 X18'X10" HK FOUNDATION NOTES: > <br /> CONCRETE PAD 2 I I. I (3)P4 EW BUT -- 1, CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR >-- <br /> �� 48'x48'X4'1HK I p� TO FABRICATION & CONSTRUCTION CID <br /> I I _ ! 2,00 NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND I-- <br /> I - -- - - -- l �i ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS <br /> \: -` • _'- • -' '""'�r-.. -",- -`"1' I--- 1 `. T__ <�: ` J �• 3. BOTTOM OF ALL NEW FOOTINGS SHALL BE 18'M/N. BELOW <br /> I- t I • <br /> — LOWEST ADJACENT GRADE UNLESS NOTED OTHERWISE. <br /> e' \.-FOOTING: A <br /> 5. C I I 0 S 0 OR COLUMNS <br /> I I ( I SLAB N\'CONC. 16'WX8»D, TYP 4 <br /> » <br /> LI U I_I go-1 1-0-1 (2)/4 CONT BOT Fc=2500 PSI MINIMUM WITH OF 6X6-W2.1XW21 CONCRETE <br /> —� Z PROVIDE CONSTRUCTION/CONTROL JOINTS IN 4' THICK <br /> 3' 1 1�`/2 �, 4'O' �, fri) SLAB ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREA <br /> 15'10' 1'-6'1'11 1/2 1'-6' 15'-51/2' 9'-OM 2'0» OF 225 SQUARE FEET OR LESS. AREAS SHALL HAVE MINIMUM <br /> '' ' ASPECT RATION OF 2.5:1 AND HAVE NO ACUTE RE-ENTRANT <br /> 3D'3" ,, 11'0' , ANGELS. Z <br /> 8. ALL WOOD IN CONTACT 01TH WEATHER-EXPOSED <br /> THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE CONCRETE OR WITHIN WGA E CONCRETE OR <br /> INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE WITHIN 6' OF FINISHED GRADDEDD-SHALL <br /> H SHAALLLL B BE PRESSURE EL 0, <br /> RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER A TREATED. �, <br /> BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL A09 9. FOR FOOTING SHEDULE SEE SHEET S2. <br /> ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY Z N <br /> VIRTUE OR ERRORS. AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN 0 6 <br /> DISCOVERED DURING THE PREPARATION OF BID ESTIMA TE AND DIRECTED TO THE — N <br /> ATTENTION OF THE DESIGNER IN A TIMELY MANNER. ANY ERRORS, <br /> I-AMBIGUI TIES AND/OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CO <br /> REPORTED TO THE DESIGNER IMMEDIATELY IN WRITING. NO WORK IS TO BE STARTED Q . . <br /> BEFORE CORRECTION IS MADE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING 0 W <br /> AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING HAVE BEEN E.- <br /> INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR Z Q <br /> ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS USE D o <br /> ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR <br /> LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK VECEIVE 0 <br /> SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION u. <br /> FROM THE DESIGNER. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE DESIGNER <br /> AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE DESIGNER, IN WHICH FEB 1 2 2Q20 <br /> CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS DESIGNER. PREFABRICATED - <br /> ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS CITY OF EVERETT <br /> Permit Services <br /> �ZELA �, <br /> .� OF WAS& j./ <br /> f° r , . 2019-21 —ADU <br /> 5z�� <br /> All /20/19 <br /> y review <br /> � ° �`t <br /> ssro . ik '.. V0 <br /> EXPIRES: 07-07-20 <br /> FOUNDATION PLAN <br /> 4 II/1l%���iiii90 scale 1 /4" = 11-0" CITY OF EVERETT AO3 <br /> REVIEWED FOR PERMIT <br />