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• <br /> • <br /> II1 <br />• <br /> It* Il ' ' j • <br /> lio, '(4,At.or A <br /> • <br /> ..1.e _ic . <br /> irliiii � : ' <br /> A10 illir <br /> �, <br /> x <br /> AI <br /> y 24'O" NOTES <br />• <br /> S�TH D 14 1. PLANS SHOULD BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO STARTING <br /> 2 2 X CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE CONTACT ARCHITECT OR a)N <br /> • <br /> OWNER/CONTRACTOR Q 2 <br /> • 16"Wx8'D CONT(3)/4 BOT.(TYP)� _ _ <br /> �''r— oo ;' 2 ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR EXPOSED TO <br /> — �-- $FATHER SHALL BE PRESSURE TREATED. E/ N E• <br /> — — — - 3 VERIFY ALL DIMENSIONS AND HELD CONDITIONS 2 • <br /> '`J --I — — — I I 4. CONCRETE PROTECTION FOR REINFORCEMENT: Q a 0 .' <br /> "I 1 11'6" 2, 6"�FOOnNG• " I L I A. 3 CAST AGAINST EARTH. Q o o <br /> • 1 B. 1 12 EXPOSED -�30 X30 X101HK / S TO EARTH OR WEATHER. = co <br /> _ " I •I I (4)14 EW BOT I I C. 3/4"NOT EXPOSED TO EARTH OR WEATHER. °' <br /> 0 8 �'If 5. METAL FRAMING CONNECTORS SPECIFIED ARE MANUFACTURED BY THE SIMPSON <br />• 1-4"i, I; �, _ I I _ COMPANY. SEE LATEST CATALOG EDITION. INSTALL PER SPECS USE ONLY }-0 _ <br /> at <br /> ' :I H D U 8 EQUIVALENT SUBSTITUTIONS = L <br /> • I FOOTING. I j; 3-2XDF#2 •• z1 6. ALL METAL CONNECTORS SUPPORTED BY PRESSURE TREATED MATERIAL SHALL — m <br /> 1 I 30"X30"X10"1HK FOOTING. ( I I o . BE ZMAX (G185 HDG PER ASTM A653) OR EQUIVALENT AND FASTENERS SHALL = �cd <br /> d (4)/4 EW BOT 36"X36"X10"THK .1 o— I BE PER ASTM A153. <br /> I (4) 4 EW BOT —(� I' H D U B Q • a <br /> — J <br /> I 3-2XDF#2 I U o <br /> i <br /> • <br /> t �, " FOODNG,• I _ ( Q N <br /> L1-4 I o I " " " I' -- <br /> o— <br /> 1* 30 X30 X10 1HK ---1 L—— ——-J L L ' <br />• If .:1 18" L — � (4)14 EW BOT (— EXISTIN6-FOdM9AT/8N — - —I I- j <br /> 0 <br /> 1 12'9" f •I1/ = I I <br /> 0 TM o <br /> rii I O . <br /> .1. <br /> 0 1 \ 1 ---e o w }— <br /> 47 <br /> (CI 00 CI <br /> QZ <br /> a' FOOTING. II 36X36X101HK i• (4) 4 EW BOT Cal <br /> i W �j M o0 i' <br /> - - J--JJ_- <br /> `o 11 \ I I EXISTING SLAB GARAGE o l = Q <br /> • �� (-1 d- � <br /> Cf <br /> GARAGE SLAB/PROPOSED I I W Li C\I <br /> L II � W <br /> . 1 <br /> I • <br /> a.l LJJ <br /> f FOOPNc j <br /> 24"X24"X10"1HK FOOTING: <br /> I 3 E BOT 48"X24"X10"1HK FEU U W <br />• <br /> O#4 W NoA rioN NOTES: <br /> (3) 4 EW BUT 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION & <br /> . 1'-3 1/2 , IL 2-0" T-51/2" 4'-0" = T6" 1'-3 1/2" CONSIRUC110N. IF EX/SUNG FOUNDATION DIMENSIONS ARE FIFFERENT THEN NOTED ON THE O <br /> i— - - - - -- - - - - _ I' II EXISTING FOLIOANOAL -1-1 PLAN. NOTEFY THE ENGINEER IMMEDIATELY. Li <br /> 2 DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE <br /> • L^- _ �-- --1 I--1-1-1 I f L�- r __IARCHITECTURAL DRAWINGS <br /> (- — — J— - — — -I_ M 5T2 • 3 TOP OF FOOTING SHALL BE 6"MINIMUM BELOW TOP OF FINISH FLOOR, TYPICAL U.N.O. <br /> o, 6 4. TYPICAL SLAB-ON-GRADE SHALL BE 4" THICK CONCRETE fc=2500 PSI MINIMUM, WITH <br /> WNF 6X6-W21XW2.1. <br /> STHD14 ® FOOTING. <br /> 24"X24"X10"THK 5. PROVIDE CONSTRUCTION/CONTROL JOINTS 1N 4" THICK SLAB-ON-GRADE TO DIVIDE SLAB . <br /> • <br /> 7 <br /> (3) 4 EW BOT INTO RECTANGULAR AREA OF 225 SQUARE FEET OR LESS. AREA SHALL HAVE MINIMUM <br /> '-4 1/22 3-2XDF 9, 3" 2'3" 9'3" ASPECT RATION OF 2.5:1 AND HAVE NO ACUTE RE-ENTRANT ANGELES. <br />• 23'-6 1/2" 38'-0"/ <br /> 3. BOTTOM OF ALL NEW FOOTINGS SHALL BE 18"MIN.. BELOW LOWEST ADJACENT GRADE <br /> EXISTING .4. UNLESS NOTED OTHERWISE. • <br /> 4. ALL WOOD IN CONTACT N/TH HEATHER-EXPOSED CONCRETE OR WITHIN 6" OF FINISHED <br /> • GRADED SHALL BE PRESSURE TREATED. Z <br /> A HOUSE ADDITION I EXISTING HOUSE 5. CENTER INTERIOR FOOTING ON WALL OR COLUMNS. Q ,. • <br /> _ _ _ _ 6.. FOR FOOTING SCHEDULE SEE PLAN S2 —IA1O a. O <br /> Z C <br /> CN <br /> O C\I <br /> NOTES — O <br /> • <br /> Q O THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE • <br /> INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE Q w <br /> • RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER Z : <br /> BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL <br /> ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURERS FAVOR BY D 17, <br />' VIRTUE OR ERRORS AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN CI <br /> DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE O <br /> ATTENTION OF THE DESIGNER IN A TIMELY MANNER. ANY ERRORS; <br /> LL .. <br /> AMBIGUITIES AND/OR OMISSIONS IN THE DRAWNGS OR SPECIFICATIONS SHALL BE <br /> REPORTED TO THE DESIGNER IMMEDIATELY IN $KITING. No WORK IS TO BE STARTED <br /> BEFORE CORRECTION IS MADE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING'S <br />• AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND S11FFENING HAVE BEEN <br /> INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR <br /> ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS DO NOT SCALE DRAWINGS USE <br /> • ONLY WRITTEN DIMENSIONS THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR <br /> LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIF/CAliONS TO WORK <br /> SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION <br /> FROM THE DESIGNER. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE DESIGNER L A AND CAN BE REPRODUCED ONLY W/1H THE PERMISSION OF THE DESIGNER, IN WHICH sj ZVELT ENGINEERING DESIGN, PLLC 2 019—17—H A <br /> ,s, f WAS <br /> CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS DESIGNERPREFABRICATED �� �,° ,,ti r. Structural Review <br /> • <br /> .F,.r <br /> ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ej �, f r This review is for general conformance to the <br /> ��i I' 1 structural design criteria, red lined mark-ups, • <br /> -0 52184 7 �� concept and contract documents. - <br /> SiO NA By 9t Job#: AO11/19-1,8 Date 74/J047 <br /> EXPIRES; 07-07-20 <br /> • <br /> ,\\* N <br /> • . FOUNDA <br /> TION PLAN <br /> �%, n — , I, CITY OF EVERETT AO4 <br /> Scale 1 /4 — <br />