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Page 4 of 5
<br />Interconnection is not required in existing dwelling units where repairs do not result in the removal
<br />of wall and ceiling finishes, there is no access by means of attic, basement or crawl space, and no
<br />\Jpmvious method for interconnectior) existed.-SA,#4- 50,0GO rEAL- 14- MT-·£00*i0k__044-24(9 24__ 7Vor an rAU located in thelittic #rovide-a mimt#um access of 22 x 30 inch-es, a 24-inch wideLX CIi=>''Walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace andswitched bythe opening. (CMC 904.11&305) tk> 44-\I- FA,6 1,6 fast,k , T=€(rt, #9/614'L- oce, sc Sk&·0·& V'- 61- <A,J.4 45 flws, ?1(- ·
<br />305. Shower compartments and walls above bathtubs with shower heads installed shall be finished with
<br />/ a smooth, nonabsorbent surface i height of not less than 72" abov the floor. (CRC R307.2)-)4=56•A '/5 /'114 £ < .f (54 s I 1> c.,A j :41 41 4 1,, U..,-A J r*/ 4. ror each enclosbd attic space wi maximum vertical height greater than 30 inches, provide aninimum of 22 x 30 inches attic access. (CRC R807.1) 5 k,.4 1/ 5 -•,c Sh, r 4 K, c tk CUSI r La.d-* u•Ki /n;Gld a.#IL «LObf Skern ,v- 9#24
<br />Ithroom or service room minimum window areas shall not be less than 3 square feet and 50%
<br />enable or, provide a mechanical ventilation system exhausted to the outside capable of providing
<br />50 cubic feet per minute for intermittent ventilation 25 cubic feet per minute for continuous-1 ventilation. (CRC R303.3) sl.A '15 Fal·.4, c,-1 ..Lf, ,/o,v-
<br />ovide cross ventilation for attic and each enclosed rafter space as specified in CRC Section
<br />306. C.,051 9-,r.#,# G. i#r grov,bl , sk»x\: 5/16 9 +2f YtA< ih·/4
<br />he total net free ventilating area shall not be less than 1/150 or 1/300 when a Class I or Il vapor
<br />arrier is installed on the warm-in-winter side of the ceiling. (CRC R806.2)
<br />Sio -A- 3/5 2 -1\>..4 A¥(OAr
<br />how exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from
<br />oles and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all
<br />exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over
<br />ul all wood base sheathing. (CRC R703.2) r. i i
<br />-1/«*G t'
<br />, /. 35(Specify a minimum 0.019" (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep
<br />screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-
<br />. inches above paved areas. (CRC R703.6.2.1) £, 2 4\ 3/1
<br />1 25. Submit engineering calculations for vertical and lateral loads prepared by a registered Civil StructuralAX,1/>JE'Z'cr¢TTect· Additional Structural Corrections may apply. st ruile,-,3 ce 1,4114\:t (,4·6/' 34.On the drawings, provide Nailing Schedule in conformance with CRC Table R602.3(1)./ . 1
<br />Lb k L L f 106 :4 ( d -1. j ,Sk,/8 115
<br />I note on foundation plan: All hold downs must be tied in place prior to foundation inspectioni·\4- <BY<66 '0 2 gks.>A; 1/ 9 f.4.4 ..4-,Ur l'I(»-
<br />:cify size, spacing, ICC number and manufacturer of power driven pins (not permitted on perimeter
<br />-ings).(2308.6) 4
<br />UN . 47\4 /21 Dil 0-A 4 /4 cv.1 51,64 3/9 50; s Lixk'-•,
<br />4, '4. Provide a minimum of two No. 4 bars at top and at bottom of continuous footing..1 0 + Q- 9 ,D.AA,A '/-2- e,Al. Sk.xr Z.- S,J,W <-)< 7 Dja.(G"\ 1/4
<br />;pecify that foundation sills shall be pressure-treated or foundalion grade Redwc z j. (2304.11.2.23
<br />510*\ 'l| 6 , DAL,4 ' L e«. i /M. 4 1 @ 4 9-Cline 1% - 1<
<br />;how location of underfloor access crawl fiole (18 x 24 inches). (CRC R408.4)
<br />v.' ,LA,0-0'5L,-ki 6 cit ·r{Ge,/1 f' 6* 11.-u F,- Le.j·b ·
<br />C,0*r Cross reference all calculations for joists, beams, shear walls, etc., to framing/floor plans.
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