CLASS 'A' ASPHALT SHINGLES 2x6 FASCIA (ICC, ESR 1389 OR EQUAL) (E) ROOFING 12 5 12 5 5 1/2"x14" VULCAN EAVE VENTS (E) ROOFING (NFVA=45 SQ. IN. ES.) 6 2x8 FASCIA
ROOF GUTTER ROOF GUTTER PLATE LINE
2'-0" 2 1 2 3 DOWNSPOUT
8'-1" 8'X7' OVERHEAD DOOR HARDIEPANEL SIDING 1 (E) 4x4 POST (ICC ESR 2290) OVER 2" (E) 4x4 POST PLYWOOD DOWNSPOUT
FLOOR LINE
HARDIEPANEL SIDING 1 (ICC ESR 2290) OVER 2" (E) CLAPBOARD SIDING PLYWOOD (E) CLAPBOARD SIDING ADDITION
EAST ELEVATION SCALE: 1/4"=1'-0" (E) ROOFING
CLASS 'A' ASPHALT SHINGLES (ICC, ESR 1389 OR EQUAL)
(E) ROOFING
5 1/2"x14" VULCAN EAVE VENTS (NFVA=45 SQ. IN. ES.)
ROOF GUTTER PLATE LINE VENTILATION ATTIC VENTS: AREA TO BE VENTED: 580 SQ. FT. VENTING REQUIRED: 580/150=3.9 SQ. FT. x 144 = 558 SQ. IN. OF VENTS REQUIRED DOWNSPOUT VENTING PROVIDED: B (3) 12"x18" GABLE END VENTS = 648 SQ.IN. 8'-1" 1 (4) VULCAN 5 2"x14" VENTS = 176 SQ. IN. (NFVA=44 SQ. IN. EA.) TOTAL VENTING PROVIDED: 608 SQ. IN. HARDIEPANEL SIDING 1 (ICC ESR 2290) OVER 2" PLYWOOD FLOOR LINE
CONC STOOP (E) CLAPBOARD SIDING WEST ELEVATION ADDITION SCALE: 1/4"=1'-0" CLASS 'A' ASPHALT SHINGLES (E) ROOFING (2) 12"x18" SCREENED ATTIC VENTS 2x8 BARGE RAFT 2x6 FASCIA (ICC, ESR 1389 OR EQUAL) 18" MIN.
12 5 CLASS 'A' ASPHALT SHINGLES (ICC, ESR 1389 OR EQUAL)
ROOF GUTTER ROOF GUTTER PLATE LINE
1'-0" 5 2 4 4 2'-6"
DOWNSPOUT 8'-1"
HARDIEPANEL SIDING DOWNSPOUT (ICC ESR 2290) OVER 15/32" PLYWOOD FLOOR LINE
CONC STOOP (E) CLAPBOARD SIDING ADDITION SOUTH ELEVATION SCALE: 1/4"=1'-0" 2"x18" SCREENED ATTIC VENT
CLASS 'A' ASPHALT SHINGLES 2x8 BARGE RAFT (E) ROOFING (ICC, ESR 1389 OR EQUAL) 2x6 FASCIA 2X8 BARGE RAFT
(E) ROOFING
CLASS 'A' ASPHALT SHINGLES (ICC, ESR 1389 OR EQUAL) 12 5
(E) 2x8 FASCIA (E) 2X10 BARGE RAFT PLATE LINE
1'-0"
2 REVISIONS 2'-6" A
8'-1" PATRICK W. NOLAN (E) 4x4 POST and DESIGN(805) 640-0830 HARDIEPANEL SIDING 1 PROFESSIONAL DRAFTING (ICC ESR 2290) OVER 2" 110 E. EL ROBLAR DR. OJAI, CALIF PLYWOOD (E) CLAPBOARD SIDING FLOOR LINE (E) CLAPBOARD SIDING DATE
(E) CLAPBOARD SIDING HARDIEPANEL SIDING ROOM ADDITION (E) CONC STEPS 1 (ICC ESR 2290) OVER 2" FOR JOB NO. PLYWOOD ADDITION GREGORY FANCHER BEYOND PORCH SHEET NORTH ELEVATION 169 N. ENCINAL AVE SCALE: 1/4"=1'-0" OJAI, CALIF. OF 8 7 BRACED WALL PANEL SCHEDULE BRACED WALL PANELS (SDCD₂) (2016 CRC)
HOLDOWNS ADJUSTMENT FACTORS PANEL MIN. # SIDES MATERIAL CONNECTION LENGTH REQUIRED CRITERIA
1 " STR 1 1 BRACED WALL PANEL NONE 2 8d AT 6",12" 4'-0" 1-SIDE PLYWOOD
ALTERNATE BRACED 1 (E) HDR 2'-8" 2" STR 1 2 WALL PANEL 1-SIDE HDU2 PLYWOOD 8d AT 6",12" SPACING WALL LINE OVER 25' (6) ABW PANELS ACTUAL PANEL WALL STORY WALL DEAD REQUIRED (EA.=48") LENGTH PROVIDED LENGTH PANEL TYPE (1) MINIMUM LENGTH (2) HEIGHT (3) MINIMUM TOTAL LENGTH (FT.) (2) NUMBER OF PFH OR PANEL LINE STORY LOCATION LOAD (4) ROOF DEAD LOAD (5)
WHEN AN ASTERISK ACCOMPANIES THE PANEL SYMBOL, SHEATHING IS TO 1 30.3' FIRST CS-WSP 30.3x0.21=6.4' x1.0 x1.0 x1.0 N/A 6.4' NONE 15.8' * BE CONTINUOUS THROUGH* ADJACENT WALL FRAMING. 2 18' FIRST CS-WSP 18x0.21=3.8' x1.0 x1.0 x1.0 N/A 3.8' 1x4'=4' 4' (E) 2x8 RAFT (E) 2x8 RAFT SHEAR PANEL FASTENERS MINIMUM SIZE FOR SQUARE PLATE WASHERS (TABLE 2305.3.11) MIN. FASTENER (E) HDR A 12' FIRST CS-WSP 12x0.21=2.5' x1.0 x1.0 x1.0 1.4 3.5' NONE 8' PENETRATION FASTENER SIZE BOLT SIZE PLATE SIZE B 24' FIRST CS-WSP 24x0.21=5' x1.0 x1.0 x1.0 1.4 7' NONE 13.8' IN FRMAING (E) HDR (E) HDR (inches) 1/2" 3/16"x3"x3" 1 3 8d COMMON NAIL 2 2"x0.131" 1 8" 5/8" 1/4"x3"x3" 1 3 LINE OF VALLEY 8d GALV. BOX NAIL 2 2"x0.113" 1 8" 3/4" 5/16"x3"x3" 1 10d COMMON NAIL 3"x0.148" 1 2" 7/8" 5/16"x3"x3" (1) WSP=WOOD STRUCTURAL PANEL 1 10d GALV. BOX NAIL 3"x0.128" 1 2" 3/8"x3-1/2"x3-1/2" CS-WSP=CONTINUIOUS SHEATHED WOOD STRUCTURAL PANEL 1" (E) HDR (E) HDR (E) HDR ABW=ALTERNATE BRACED WALL PANEL (1-ABW PANEL=4 FT. OF WSP) LINE OF VALLEY PFH=PORTAL FRAME WITH HOLD-DOWNS SHEAR PANEL NOTES CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME PFG=INTERMITTENT PORTAL FRAME @ GARAGE PCP=PORTLAND CEMENT PLASTER GB=GYPSUM BOARD ADJOINING PANEL EDGES: FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 INCHES NOMINAL OR WIDER, AND NAILS (2) TABLE R602.10.3(3) SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. (E) HDR WSP= REQUIRED MIN. LENGTH =0.25xWALL LENGTH (E) RIDGE CS=CONTINUOUS SHEATHING (REQUIRED MIN. LENGTH =0.213xWALL LENGTH) FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 INCHES NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: 1-PFH PANEL=4 FT. OF WSP (1) 10D NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN LINE OF VALLEY 1-PFG PANEL=4 FT. OF WSP 1 1/2 INCHES AND (E) 2x8 RAFT (3) ≤10 FT. x1.0 (2) NAILS ARE SPACED 3 INCHES ON CENTER. (E) 2x6 RAFT (E) 2x6 RAFT > 10 FT ≤12 FT. x1.2 SDS SCREWS: (4) ANY STORY > 8 psf AND < 15 psf x 1.0 SDS SCREWS ARE SIMPSON SELF-TAPPING WITH BUILT-IN REAMER TO ALLOW INSERTION < 8 psf x 0.85 WITHOUT PREDRILLING. (ICC ESR 2236) (5) ONE-, TWO- OR 3-STORY BUILDING ≤15 psf x 1.0 2- OR 3-STORY BUILDING >15psf ≤25 psf x 1.1 HOLDOWN POST (E) RIDGE (E) RIDGE (E) RIDGE 1-STORY BUILDING OR TOP STORY >15 psf ≤25 psf x 1.2 ATTACH PHD HOLDOWNS TO MIN 2-2X4 STUDS OR POST PER PLAN. (6) MULTIPLY BRACING LENGTH REQUIRED BY TABLE R602.10.3(4) BY A FACTOR OF 1.2 FOR SPACING > 25'AND < 30' SSTB ANCHOR BOLTS: FACTOR OF 1.4 SPACING > 30' AND < 35' (TO A MAXIMUM OF 35') PROVIDE SSTB TYPE ANCHOR BOLTS AT ALL HOLDOWNS. (E) HDR ANCHOR BOLTS: PROVIDE A MINIMUM OF TWO (2) ANCHOR BOLTS AT ALL SHEAR WALLS. (E) HDR ORIENTED STRAND BOARD: ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUDED FOR PLYWOOD OF THE SAME GRADE.
LINE OF VALLEY (E) 2x8 RAFT A 6 1 6 (E) HDR
1 (E) HDR (E) HDR
4x4 POST 1 L=8' ECCQ44 2 4x4 HDR A A (E) HDR (E) HDR
CALIF OVER EXIST'G 1 LINE OF VALLEY MSTA36 STRAP
L=4' (E) RIDGE
(E) 2x6 RAFT (E) 2x6 RAFT (E) HDR CALIF OVER 4x4 HDR " EXIST'G 4x12 HDR DF #1 1 2
2 8'-10 6 4x4 POST ECCQ44 (N) 2x6 CEILING JOISTS @ 16" O.C. (N) 2x6 RAFT @ 16" O.C.
LINE OF VALLEY
1 CALIF OVER EXIST'G 3 6 L=7.8'
4x4 POST (N) 2x6 RAFT @ 16" O.C. (N) 2x8 RIDGE ECCQ44 (N) 2x8 RIDGE LEGEND (E) HDR C C EXISTING WALLS (2x4 STUDS 16" O.C.) 6 6 NEW WALLS (2x4 STUDS @ 16" O.C.) 3 6 LINE OF VALLEY LINE OF VALLEY EXISTING WALLS REMOVED (2x4 @ 16" O.C.)
MAX. 10'-0" 4 5
6 6 4x12 HDR DF #1 (E) RIDGE 4x4 HDR
LINE OF VALLEY LINE OF VALLEY 5 3 CALIF OVER EXIST'G 7 6 (E) HDR LINE OF(E) HDR D D B B VALLEY 6 6 2 6 6 6 2x4 RAT @ 24" O.C. MSTC28 STRAP 2x4 RAT @ 24" O.C. 4x4 POST 2
2x6 RIDGE ECCQ44
4x4 HDR L=2'-8" CALIF OVER EXIST'G 7 (2) 2x6 @ DORMER (2) 2x6 @ DORMER (E) 2x6 RAFT (E) 2x6 RAFT 6 (E) HDR (E) HDR LINE OF VALLEY (N) 2x6 RAFT @ 16" O.C. (N) 2x8 CEILING JOISTS @ 16" O.C. 4x4 HDR 6
1 MAX. 10'-0" 6
L=4' REVISIONS 4x10 HDR (E) RIDGE 9 6 9 6 B B 4x4 HDR (E) HDR (E) HDR PATRICK W. NOLAN 1 L=7' 1 L=6.8' and DESIGN(805) 640-0830
FALSE DORMER ROOF FRAMING PLAN 4x4 HDR MSTA36 STRAP 4x6 HDR PROFESSIONAL DRAFTING SCALE: 1/4"=1'-0" 110 E. EL ROBLAR DR. OJAI, CALIF
1 2 DATE 1 1 6 6 A 6 ROOM ADDITION FOR JOB NO. ROOF FRAMING PLAN SCALE: 1/4"=1'-0" GREGORY FANCHER SHEET 169 N. ENCINAL AVE OJAI, CALIF. OF 8 5