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WRITTEN DIMEN5ION5 ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. <br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE HORK <br />i3EFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE <br />DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE <br />RESOLVED BY THE OWNER P iOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL <br />ACCEPT FULL RE5PON51DILITY FOR THE COST TO RECTIFY SAME. <br />ALL BEAMS THAT ARE: NOT WINDOW OR <br />DOOR HEADERS OR UNLESS CALLr=D OUT ON <br />THE: FLANS ARE TO BE: EITHER E3ELOW PLATE; <br />( TOP OF BEAM 15 PLUSH WITH THE: TOP PLATE:) <br />OR ^BOVE PLATE ( THE BOTTOM OF THrBEAM <br />IS AT THE: TOP PLATE: OR IN THE FLOOR SYSTEM) <br />ALL BEAM TO WALL GONNE:GTION5 ARE TO USE: <br />C,516 STRAPS FROM THE BEAM TO THE 5UPPORTINO <br />STUDS OR POSTS <br />ALL E3EAM HANGARS ARE TO BE SIMP ON OR SIMILAR <br />APPROVED HANC,,ARS. THE GONTRAGTOR IS TO \/EDIFY <br />PRIOR TO GON5TRUCTION THE: AVAILABILITY OF HANGARS <br />CALLED OUT ON THE PLANS <br />USE: C-516 STRAPS FOR SPLICED BEAM GONNEGTIONS <br />( AT 5UPPORTIN6, POSTS) <br />FLOOR FRAMING NO` F5— <br />2x12 FLOOR JOI5T5 @ 16" O.c. TYPICAL <br />UNLE55 NOTED OTHERWI5E W/ 2x <br />5TOGK SOLID 5LOGKIN6 ® BEARING. <br />EXTRA J015TS UNDER PARALLEL WALL5. <br />5-72 5F OF CRAWL SPACE AREA <br />5-72 5F / 150 = S.bl <br />5.51 / .-15 = 5.Ob 5F <br />5.05 5F x 144 IN/5F ® i32 51 <br />752 51 TOTAL TNT AREA REQUIRED <br />VENT AREA ® 12b 51 <br />-752 / 12b = 5.12 NUMBER OF VENT5 REQUIRED <br />6 TOTAL VENT5 PROVIDED <br />t=OUNOATION NOTES <br />1. PROVIDE GRAVqL5PAGE <br />IN GRANL 5PAGE. <br />2. SLOPE ALL <br />ETE5TOOP5 AND/OR PATIOS <br />N 1/4" PER FOOT ANAY FROM DOORVIA(5, <br />3. ALL V400D IN GONTAGT NITH GONGRETE <br />SHALL BE PRF55URE TREATED OR GEDAR. <br />a PROVIDE 50LID BLOGKIN6 UNDER <br />5. PROVIDE rb MIL. V15GUEEN VAPOR BARRIER NITH <br />12" OVERLAP AT 5EAM5 TO TOP OF FOOTIN(5 <br />6. FASTENERS INTO OR <br />PRESSURE- <br />TREATED OR FIRE-RETARDENT NOOD5HALL <br />BE <br />OF <br />HOT -DIPPED 6ALVANIZED STEEL, 5TAINLE55 STEEL, <br />51LIGON, BRONZE, OR <br />- iii." <br />EXCEPTION - 1/2 INGH DIAMETER OR R. <br />BOLTS.EATER <br />STEEL <br />■iffawow010 <br />LF_CS,IQUi <br />u - BEARING WALE. ABOVE <br />— FLOOR LINE ABOVE <br />MULTIPLE 2x STUDS @ POINT LOAD <br />(2) 2x TYP. UNLE55 NOTED OTHERNISE <br />PT, LD, Pot POINT LOAD ABOVE <br />ABV. <br />4x4 P05T <br />5HE-AR %IOTA a <br />SEE SHEET LI FOR SHEAF. WALL <br />NAILIN6 SCHEDULE, $ DETAILS. <br />SH AR L.EC-,,N: <br />INDICATES SHEAR WALL <br />REFER TO SCHEDULE <br />jU�.W_4W /fitSEE PLAN <br />x.. —DENOTE55TRAP LOCATION; <br />�WWPW' SEE PLAN FOR TYPE <br />s <br />FDN. VENTS, TYP. <br />la"W' SCREENED <br />b REQUIRED <br />� vix <br />g11 <br />III I I !I <br />Il I I I Il <br />4xb DF. #2 <br />- <br />L_ SP <br />CIE <br />4x4 P.T. P05T (4x6 BEAM <br />5PLICEW ON qO# FELT ON <br />I5/Ib/12 GONG, PAD, TYP. <br />UNLE55 OTHERWISE NOTED <br />6 MIL. 13LA0:1�K;VA:PIR <br />FTC. r/�W/ 12" AMS I ABV. <br />O <br />2 <br />4��4 -5,a�ARf'IE <br />= <br />�i f U v <br />�y O <br />®�$�xb D.2 11 <br />I X <br />I "O <br />FURNACF- <br />LOK— <br />C <br />I & � ®— ® I 11 — — ® <br />s$ 5X MM. <br />E <br />I.LI ` <br />® ® <br />-` <br />fW <br />Lc <br />(N z <br />x <br />x I ( I <br />"II II <br />4"® STEEL <br />BRIER <br />( <br />I <br />I <br />(2) 2x12 <br />f <br />I <br />IGRW ' <br />f <br />4" GONG. SLAB ON <br />I 4" 6RANULAR BED <br />I <br />! <br />x <br />SPA N N <br />AGGE tv <br />INSUL <br />W )TRI (2) 2x12 I " <br />f ON TAMPED GRADE <br />f SLOPE 5" TO O.H. DR. <br />! <br />I ® <br />f <br />! <br />f <br />! <br />i <br />2„ <br />( <br />! <br />4x <br />�. #2 <br />- <br />I I 1 <br />Tr- <br />CONT. FOOTING <br />® O,H. DOOR <br />L-�--------4---- �------ — — — — <br />-- � <br />1 irONC, <br />F LIL OO 4"ORAVN <br />LSX MEM. <br />OPE /47F . <br />I #4 STU5 STEEL I— <br />® � I S" <br />-- <br />EDGE OF SLAB <br />- — — — — -- — — — — — — — — — — — — — <br />11 f ��✓�� <br />X E: 3 EM <br />I <br />L 20'-0 a L1 12'-Cs" <br />52'-0" O\/i=RALL. <br />®, <br />S <br />0 <br />14" <br />GONG. SLAI3 ON <br />'4' GRAVEL FILL ON <br />r,dMPAGT EARTH <br />SLOPE 1/4"/FT. - - <br />#4 5TUi3 STEEL <br />i ta" O.C. MAX. <br />! <br />to <br />�s <br />I <br />m <br />I <br />} <br />I <br />a <br />1 <br />I® <br />= <br />0 <br />Ft <br />0 I <br />m <br />I <br />i <br />! <br />I <br />_I <br />s <br />r <br />��� J�� 7 ,yam t, - _, <br />5 ;�'1 <br />-.GENE!RAL NOTES SCALE- 1/4" <br />