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A-2 <br />A <br />A-2 <br />B <br />(N) 3'x3' CONCRETE <br />LANDING <br />(E) 2x F.J'S <br />(E) 2x F.J'S <br />(E) 2x F.J'S <br />(E) 2x F.J'S <br />(E) 2x F.J'S <br />(E <br />) <br /> <br />4 <br />x <br /> <br />G <br />I <br />R <br />D <br />E <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />G <br />I <br />R <br />D <br />E <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />G <br />I <br />R <br />D <br />E <br />R <br />A-2 <br />A <br />A-2 <br />B <br />(E) 4x6 HDR(E) 4x6 HDR (E) 4x6 HDR <br />(E) 4x HDR <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />4 <br />x <br /> <br />H <br />D <br />R <br />BM#2; (N) <br />BM#1; (N) 4x10 DF#1 <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(E) 2x C.J. <br />(E) 4x6 BM (E) 4x6 BM (E) 4x6 BM <br />(E) 2x4 C.J. <br />4x6 DF#2 <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />A-2 <br />A <br />A-2 <br />B <br />(N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N) 2x8 RIDGE (N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N) 2x6 PURLIN <br />(E) 2x4 R.R. @ 16" O.C.(E) 2x4 R.R. @ 16" O.C. <br />(E <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />I <br />D <br />G <br />E <br />W/ 2x6 KICKERS <br />@ 48" O.C. ON <br />BEARING WALLS <br />(N) 2x6 PURLIN <br />W/ 2x6 KICKERS <br />@ 48" O.C. ONBEARING WALLS <br />EXISTING STUD WALL <br />NEW <br />EXISTING <br />WALL LEGEND: <br />(E) <br />(N) <br />REMOVE(R) <br />NEW WALL <br />REMOVE WALL <br />(MIN. 2 X 4 AT 16" o.c.) <br />ATTIC VENTILATION CALCULATION: <br />VENTILATION REQUIRED: 1184/150 = 7.8 SF <br />PROVIDE (3) GABLE VENTS = 0.84x3 = 2.5 SF <br />PROVIDE (17) 4"x12" EAVE VENTS = 5.5 SF <br />TOTAL VENTILATION PROVIDED = 8 SF <br />C & J METAL LV1424 STANDARD <br />LOUVER BACKED WITH 1 4" MESH <br />GALVANIZED HARDWARE <br />FREE AIR FLOW = 119 SQ INCHES (0.84 SF) <br />4"x12" EAVE VENTS <br />FREE AIR FLOW = 0.33 SF S-1 <br />EXISTING FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0"CEILING FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />GENERAL NOTES <br />ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER <br />THAN THE PROJECT AND LOCATION SHOWN IS <br />PROHIBITED. <br />ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY <br />THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF <br />BCI ENGINEERING AND SHALL NOT BE REPRODUCED <br />IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR <br />WRITTEN PERMISSION OF SAID ENGINEER. <br />15375 BARRANCA PKWY. SUITE B-205 <br />IRVINE, CA 92618 <br />(714) 267-6561 <br />ben.ionescu@bciengineeringcompany.com <br />SCALE <br />AS NOTED <br />SHEET <br />No.REVISION/ ISSUE DATE <br />FIRE RESTORATION PROJECT <br />PROJECT NAME AND ADDRESS: <br />JOHN SOTO <br />5510 ROOSEVELT AVE <br />SANTA ANA, CA 92703 <br />PROJECT <br />SOTO <br />DATE <br />JULY, 2024 <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />(E) FOUNDATION <br />(E) CONCRETE PADS <br />D-1 <br />12 <br />D-1 <br />4 <br />D-1 <br />8 <br />D-1 <br />6 <br />(N) 6x6 BM <br />9'-10" <br />D-1 <br />4 <br />D-1 <br />5 <br />D-1 <br />1,2 <br />D-1 <br />3 <br />D-1 <br />7 <br />D-1 <br />9 <br />D-1 <br />9 <br />D-1 <br />10D-1 <br />11 <br />D-1 <br />13 <br />D-1 <br />5 <br />5510 W Roosevelt <br />Ave12/10/2024