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B) S.F OF EXISTING DWELLING 2,682 S.F .(APPROX,) <br /> ... <br /> C) S.F OF(E)GARAGE <br /> 465 S,F (APPROX 6„' ❑D <br /> D) S.F OF(E)PORCH <br /> 401 S.F (APPROX.) . . .`• :: . <br /> E) S.F OF(E)... <br /> I _- <br /> S,F (APP -_-- _ __ ❑❑ <br /> ROX,) -� <br /> F)TOTAL SAOF,(E)STRUCTURE"B THROUGH E" <br /> 3,548 S.F (APPROX,) NEW STUCCO NEW DOOR NEW WINDOW <br /> G) S.F OF (N)ADDITION NEW VENT <br /> I 11000 S,F (APPROX,) <br /> H) S.F OF (N)GARAGE NEW ADDITII <br /> 792 S,F (APPROX.) <br /> S,F CAPPROXJ <br /> 372.3' K) S.F OF(N) <br /> S F (APPROX, NORTH-EAST ELEVATION VIEW <br /> L) S.F.OF (N)STRUCTURE(G-K) 0: <br /> 1,792 S,F (APPROX.) G SAN JOAQUIN COUNTY <br /> TOTAL S.F OF STRUCTURE"F AND L"= _0`D"i i dv,;,� F � ENVIRONMENTAL HEALTH DEPARTMENT <br /> 5,340 S,F (APPROX.) <br /> 4 uT of rvL�'N <br /> CALCULATE FLOOR AREA RATIO <br /> 5.2 T y�•� �� n Sewer pipe shall be no deeper than 78^ <br /> - �u�_ "-, ii-- ❑ below finish grade.A depth greater <br /> AnI <br /> hanean approved <br /> :t 'f•station. Maximum" depthof leach <br /> is 42"-Maximum soil cover over <br /> ' �'I SEWEF LINE <br /> ZONING - "- .... chamber type systems is 24- <br /> (210) 18' <br /> TYPE OF STRUCTURE �--___ <br /> V-N NEW COMP.SHINGLES o <br /> OCCUPANCY SEPTIC TANK <br /> R-3 <br /> ATTIC VENT CALCULATIONS <br /> IF 150 q OF ATTIC AREA=1 q OF VENTS 1e"OVERHANG <br /> THEN: <br /> 1,000 V OF ATTIC AREA/150OF ATTIC AREA= <br /> � 6.6 0 OF VENTS <br /> TYPE OF VENT [p PER VENTo <br /> TY, ® A= <br /> Q :.. ,: <br /> 18"X14"ATTIC 1,7 PER VENTS <br /> 4 VENTS 6.8 ,. ... <br /> s <br /> EYEBROW 1.0 ---- <br /> 2 VENTS 2.0 <br /> TOTAL = <br /> qt OF VENTS g,8 <br /> NEW STUCCO NEW VENT <br /> NEW WINDOW NEW WINDOW <br /> UNDERFLOOR VENTS CALCULATIONS NEW ADDITION <br /> n Ave. T 150 q OF UNDERFLOOR(UF.)AREA=1 <br /> n Ave. THEN: q OF VENTS SOUTH-WEST <br /> assho n. _ WEST ELFVATinm 1 inu <br /> �1i'innc �,..., 1.000 R1(1F 11C Anre <br /> �22/09a <br />