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Field <br /> FOUNDATION NOTES Reportm <br /> 1. PROVIDE CRAWLSPACE DRAIN AT LOW POINT <br /> IN CRAWLSPACE. <br /> 2.SLOPE ALL CONCRETE STOOPS AND/OR PATIOS s..xb,wA <br /> 1/4"PER FOOT AWAY FROM DOORWAYS. www.nvw.w.n.s«v <br /> 30'4' 3.(1)VENT IS TO BE LOCATED WITHIN 3 FT OF <br /> i643 EACH CORNER. <br /> 13'1" asmf w..n.urwfbumnolas..rwsr.n. <br /> 4.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE _. <br /> 18'3" ce <br /> PRESSURE TREATED OR CEDAR. cyrienr zoza vi.la aeaert ozozs vl.b xePon <br /> 5.PER IRC R318.1.2,ALL FIELD END CUTS,NOTCHES,AND <br /> FDN.VENTS TYP. DRILLED HOLES OF PRESSURE TREATED WOOD SHALL <br /> 1 REQUIRED"3)SHOWN BE RETREATED IN THE FIELD IN ACCORDANCE <br /> WITH AWPA M4. <br /> 6.FASTENERS INTO OR IN CONTACT WITH PRESSURE <br /> 4"CONC.SLAB ON r— 1 TREATED OR FIRE-RETARDENT WOOD SHALL BE OF <br /> _______________ __________ ______ HOT DIPPED GALVANIZED STEEL,STAINLESS STEEL, <br /> I SILICON,BRONZE,OR COPPER. <br /> SLOPED 1/4"/FT. EXCEPTION-12 INCH DIAMETER OR GREATER <br /> -- -- -- -- — — -- L-- J STEEL BOLTS <br /> L <br /> 2 I M - <br /> 1 I <br /> L1 a 7.PROVIDE SOLID BLOCKING UNDER BEARING WALLS. <br /> auL P L--------------------------------------- 8.PROVIDE B MIL.VISOUEEN VAPOR BARRIER WITH 12" <br /> I I I OVERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT FEE <br /> SS 6 MI.PO ET LEN CRAWLSPACE <br /> RRI TO OP FT <br /> I I 2" AP ALL i I 9.ALL FLASHING TO BE IN COMPLIANCE WITH <br /> N j j 4 P.T. ST 4x8 B 2018 IRC,SECTION R703.4. <br /> S ICE ON F T O <br /> 1 ONT. ON FT W/ <br /> (2 2 g <br /> 4'f ONT I i § CRAWL SPACE VENTILATION CALC'S <br /> O <br /> PER 2018 IRC SEC.R408.2 <br /> 780 S.F./O 500=WL SPACE AREA <br /> A li DBL —� 52/ <br /> .75=69 S.F. <br /> 8.19SF 1. <br /> x10 F#2 00S.I.70TAL VENT AREA REQU <br /> IRED <br /> VENT AREA=108 SI EA.VENT <br /> 100,108 <br /> 00/108=.93 NUMBER OF VENTS REQUIRED <br /> S3 TOTAL VENTS PROVIDED <br /> DBL 3T. 1 <br /> I 1 <br /> 1 I � O I I <br /> I I I I BEAM AND CONNECTION NOTES <br /> =P t • A ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS O <br /> I O � j II OR UNLESS CALLED OUT ON THE PLANS,ARE TO BE EITHER BELOW <br /> 1 PLATE(TOP OF BEAM IS FLUSH WITH TOP OF PLATE)OR ABOVE <br /> 2 �, PLATE(THE BOTTOM OF THE BEAM IS AT THE TOP PLATE OR IN THE <br /> � I FLOOR SYSEAMSTEM) <br /> i OF ALL B TO WALL CONNECTIONS ARE TO USE CS16 <br /> E? E7 STRAPS FROM BEAM O THE SUPPORTING STUD/POSTS <br /> § ------� "J <br /> ALL BEAM HANGERS ARE TO BE SIMPSONR IS SIMILAR a�... <br /> APPROVED HANGERS.THE CONTRACTOR IS TO VERIFY <br /> PRIORTO CONSTRUCTION THE AVAILABILITYOF <br /> a i 2 HANGERS CALLED OUT ON THE PLANS <br /> USE CS16 STRAPS FOR SPLICED BEAM CONNECTIONS <br /> • Li 6 (AT SUPPORTING POSTS) <br /> A <br /> I II "K24 <br /> I I I RAG O I I <br /> j A ES <br /> I i IN &W <br /> -0„ '.9" 2 d' rrlreeu> <br /> . I I <br /> I I 1 <br /> 4"CONC.SLAB ON ao x1 DF <br /> 4"GRANULAR BED <br /> ON STAMPED GRADE <br /> ?4 SLOPE 3"TO�.H.DR <br /> I II I I I <br /> ------------------------- <br /> I I I I i <br /> I I I I I <br /> I I I I <br /> I I I I ib <br /> I I 1 I I <br /> I I I m i I <br /> I I I O I <br /> I <br /> CONT.FOOTING j 4"CONC.SLAB ON <br /> 1 •O.H_DOOR_________________J 4"GRAVEL FILL ON <br /> ----------------'-- COMPACT EARTH Q <br /> SLOPED I/4"/FT. <br /> L __ -----------------______________________ __ <br /> FOUNDATION PLAN <br /> SEE GENERAL NOTES SCALE:1/4"=V-0" <br /> vrel.a xwen <br /> • <br /> 4ub <br /> FOUNDATION PLAN <br /> sn..exu,rn.. <br /> A3 <br />