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<br />,Interconnection i,not required in existing dialling units where repairs do not result in the removal/ ¥ wall and ceilin finishes, there is no access by means of attic, basement or crawl space, and no4 >5/ Nep,vious method Vor interconnectior} existed.8„eepo 1344 15 ¥cne.,1.ayfA £40- 2-,024 5¢krant-AU located in the attic provide a mili!10Ium access of 22 x 30 inches, a 24-inch wide
<br />Ikway, a 30-inch deep work platform, and electric light outlet adjacent to the fu[nace anditched bythe opening. (CMC 904.11&305) *6 4:KI'- FA<1 1 06 faS'bk, 1*x'Irt-, v.O/ £1 4, L C.AC U sr s¥.ded v- G·r < A' J# ,) 1 5 + 1 %« 0 e.- 0
<br />0. Shower compartments and walls above bathtubs with snower heads installed shall be finished with
<br />/ a smooth, nonabsorbent surface i height of not less than 72" abovqthe floor. (CRC R307.2)6/4/ $6* 1& 45 m,44 <p , <Sk#- s B 6 G. j ,1 1·s J ¢ l W.
<br />0200•221. For each enclosbd attic space wi maximum vertical height greater than 30 inches, provide aninimum of 22 x 30 inches attic access. (CRC R807.1) S k.4 •15 -*r.(Sh, r •Kic CUW rkwi'·.1 /nk»f <54 i,_ ALL•·Sf S &wle 6 r 24 24,
<br />iroom or service room minimum window areas shall not be less than 3 square feet and 50%
<br />able 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-A ventilation. (CRC R303.3) s-l,-4\ 115 16'1A c,•AL ': Li, ,/0,-
<br />ovide cross ventilation for attic and each enclosed rafter space as specified in CRC Section
<br />306. C.roff Y.»,Ad•A'#v- rt'vill i lk»i\: 56 • %-U¥(<44 0#S
<br />ie total net free ventilating area shall not be less than 1/150 or 1/300 when a Class I or Il vapor
<br />rrier is installed on the warm-in-winter side of the ceiling. (CRC R806.2)SAD-4 3/5 E X.UNGALd# f
<br />iow exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from
<br />les 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 />ni all wood base sheathing. (CRC R703.2) r.. i i :3
<br />lx27.30<Specify a minimum 0.019" (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep/ street 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) 2 446 3/1
<br />HA?F Submit engineering calculations for vertical and lateral loads prepared by a registered Civil Structural4 *XEngineer or Architect. Additional Structural Corrections may apply. St ru i u,-,3 C.e l.il ei i . f'*/ s eb.v.,4-d·- C /Xy[: On the drawings, provide Nailing Schedule in conformance with CRC Table R602.3(1).
<br />Llk 1.4 L ?4 4 I e 4 e s k,4 1 5I note on foundation plan: All hold downs must be tied in place prior to foundation inspection.,
<br />+4* ept·41.4 ·o v 5ka,A· 1/ 5 t:•·„-4 -t-, ur (gi (Wv-
<br />ecify size, spacing, IDC number and manufacturer of power driven pins (not permitted on perimeter
<br />ings). (2308.6)LAC A.\/1 5e- Dslo-,\ 4/4 cv·.1 96.* 36 54 51\141.
<br />A - '13/34 - Provide a minimum of two No. 4 bars at top and at bottom of continuous footing.Rote 9.
<br />D·i-LA '/1. G,Al. skix\: 2- 5;Jbi 4-X DAL,A ,/4ipecify that foundation sills shall be pressure-treated or foundation grade Rdwood. (2304.11.2.23
<br />S 64 11 6 , D.,1 4.,\ 111_ 4 07# i 'vu,i 1 ® dir S'.clify. 1* - K
<br />;how location of underfloor access crawl hole (18 x 24 inches). (CRC R408.4)v.. d=5l,-4 1/ s «4- 1=6,0 f 1.1•- law,p- 1-9.&& .C<pr. Cross reference all calculations for joists, beams, shear walls, etc., to frarning/floor plans.644/ Fn**L.) 'YA-64 eN\1 st™* udls (*st- pulkr.Jw.cd.
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