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V E C O
<br />d e s i g n - s t u d i o
<br />SHEET:
<br />JOB No:
<br />DATE:
<br />DRAWN BY:
<br />PLAN:
<br />PHONE:
<br />JOB SITE:
<br />PROJECT NAME:
<br />REVISION:BY:
<br />VASQUEZ
<br />RESIDENCE
<br />23-017
<br />06-21-2024
<br />S.V
<br />714-713-3124
<br />627, 627 UNIT 2 S. SHELTON. ST.
<br />SANTA ANA, CA 92703
<br />d e s i g n e r
<br />O s c a r V e g a
<br />C e 1 4 - 4 -1 2 4
<br />O i e 3 1 - 2 3 -3 5
<br />i n o e o d e s i g n s .o
<br />5 3 4 C O A V E .
<br />A A E C A 2 5
<br />APPROVED BY :O.V.
<br />S-1.1
<br />WOOD FRAME
<br />PRESCRIPTIVE
<br />P/BC 2023-004
<br />________________________________________________________________
<br />NOTE: APPLIES TO PANELS 24” OR WIDER (T-
<br />ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO
<br />OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
<br />R503.2.1.1(1))
<br />SHEATHING GRADES
<br />PANEL SPAN RATING
<br />Roof/Floor Span
<br />24/0
<br />24/16
<br />32/16
<br />40/20
<br />48/24
<br />MINIMUM
<br />PANEL
<br />THICKNESS
<br />(INCHES)
<br />3/8
<br />7/16
<br />15/32, 1/2
<br />19/32, 5/8
<br />23/32, 3/4
<br />CONNECTION
<br />Roof
<br />Blocking between joists or rafters to top plate
<br />Ceiling joist to plate
<br />Ceiling Joist not attached to parallel rafter, laps over partitions
<br />Collar tie rafter, face nail or 1 ¼” 20-gage ridge strap
<br />Rafter or roof truss to plate
<br />Roof rafters to ridge, valley or hip rafters or roof rafter to minimum
<br />2” ridge beam:
<br />Stud to Stud (not braced wall panels)
<br />Stud to stud and abutting studs at intersecting wall corners (at
<br />braced wall panels)
<br />Abutting Studs at intersecting wall corners, face nail
<br />Built –up header (2” to 2” header with ½” spacer)
<br />Continuous header to stud
<br />Top plate to top plate
<br />Double top plate splice
<br />Bottom plate to joist, rim joist, band joist or blocking (not at braced
<br />wall panels)
<br />Bottom plate to joist, rim joist, band joist or blocking (at braced
<br />wall panel)
<br />Top or bottom plate to stud
<br />4-8d box (2-1/2” x 0.113”)
<br />4-8d box (2-1/2” x 0.113”)
<br />4-10d box (3” x 0.128”)
<br />4-10d box (3” x 0.128”)
<br />3-16d box nails (3-1/2” x 0.135”) or
<br />3-10d common nails (3” x 0.148”)
<br />4-16d box (3-1/2” x 0.135”), or
<br />3-10d common (3-1/2 ”x 0.148”)
<br />3-16d box (3-1/2” x 0.135”), or
<br />2-16d common (3-1/2” x 0.162”)
<br />Wall
<br />16d common (3-1/2” x 0.162”)
<br />10d box (3” x 0.128”)
<br />16d box (3-1/2” x 0.135”)
<br />16d common (3-1/2” x 0.162”)
<br />16d (3-1/2” x 0.135)”
<br />16d common (3-1/2” x 0.162”)
<br />16d box (3-1/2” x 0.135”)
<br />5-8d box (2-1/2” x 0.113”)
<br />4 8d common (2-1/2” x 0.131”)
<br />16 common (3-1/2 ” x 0.162”)
<br />10d box (3” x 0.128”)
<br />8-16d (3-1/2” x 0.135”)
<br />16d common (3-1/2” x 0.162”)
<br />16d box (3-1/2” x 0.135)”
<br />3-16d box (3-1/2” x 0.135”), or
<br />2-16d common (3-1/2” x 0.162”)
<br />4-8d box (2-1/2” x 0.113”), or
<br />3-16d box (3-1/2”x 0.135”), or
<br />4-8d common (2-1/2” x 0.131)”
<br />3-16d box (3-1/2” x 0.135”), or
<br />2-16d common (3 ½” x 0.135”), or
<br />2-10d (3” x 0.162”), or
<br />3-10d box (3” x 0.128”)
<br />Top plates, lap at corners and intersections
<br />Joist to sill, top plate or girder
<br />Rim Joist, band joist or blocking to sill or top plate (roof
<br />applications also)
<br />Band or rim joist to joist
<br />3-10d box (3” x 0.128”), or
<br />2-16d common (3 1/2” x 0.162”)
<br />Floor
<br />4-8d box (2-1/2” x 0.113”), or
<br />3-8d common (2-1/2” x 0.131), or
<br />3-10d box (3” x 0.128”)
<br />8d box (2-1/2” x 0.113”)
<br />8d common (2-1/2” x 0.131”), or
<br />10d box (3” x 0.128”)
<br />3-16d common (3-1/2” x 0.162”), or
<br />4-10d box (3” x 0.128”)
<br />20d common (4” x 0.192”), or
<br />10d box (3” x 0.128”), or
<br />Built-up girders and beams, 2-inch lumber layers
<br />AND:
<br />2-20d common (4” x 0.192”), or
<br />3-10d box (3” x 0.128”),
<br />Ledger strip supporting joists or rafters
<br />Bridging to Joist
<br />4-16d box (3-1/2 ”x 0.135”), or
<br />3-16d common (3-1/2” x 0.162), or
<br />4-10d box (3” x 0.128”)
<br />2-10d (3” x 0.128”)
<br />Toenail
<br />4” o.c.
<br />6” o.c.
<br />End nail
<br />Nail each layer as follows: 32” o.c. at
<br />top and bottom and staggered.
<br />24” o.c. face nail at top and bottom
<br />staggered on opposite sides
<br />Face nail at ends and at each splice
<br />At each joist or rafter, face nail
<br />Each end, toe nail
<br />As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
<br />will provide reasonable accommodation to ensure equal access to its programs, services and activities.
<br />Page 5 of 9
<br />24” o.c. face nail
<br />16” o.c. face nail
<br />12” o.c. face nail
<br />16” o.c. face nail
<br />12” o.c.
<br />16” o.c. each edge face nail
<br />12” o.c. each edge face nail
<br />Toe nail
<br />Toe nail
<br />16” o.c. face nail
<br />12” o.c. face nail
<br />Face nail on each side of end joint
<br />(minimum 24” lap splice length each
<br />side of joint
<br />16” o.c. face nail
<br />12” o.c. face nail
<br />3 each 16” o.c. face nail
<br />2 each 16” o.c. face nail
<br />toe nail
<br />End nail
<br />End nail
<br />Face nail
<br />Toe nail
<br />Toe nail
<br />Face nail
<br />Face nail
<br />2 toe nails on one side and 1 toe nail
<br />on opposite side of each rafter or
<br />truss
<br />Toe nail
<br />End nail
<br />24
<br />24
<br />32
<br />40
<br />48
<br />EDGE SUPPORT
<br />ROOF
<br />MAXIMUM SPAN (INCHES)
<br />NO EDGE
<br />SUPPORT
<br />20
<br />24
<br />28
<br />32
<br />36
<br />FASTENING
<br />LOADS (PSF)
<br />TOTAL LOAD LIVE LOAD
<br />40
<br />50
<br />40
<br />40
<br />45
<br />30
<br />40
<br />30
<br />30
<br />35
<br />REMARKS
<br />FLOOR
<br />MAX. SPAN (INCHES)
<br />Panel edges with
<br />tongue and groove
<br />joints or with blocking
<br />16
<br />16
<br />20
<br />24
<br />P/BC 2023-004
<br />________________________________________________________________
<br />D/3 MAX.
<br />5/8"
<br />MIN.
<br />D/3 MAX.
<br />25% MAX.40% MAX.
<br />EXTERIOR WALLS AND
<br />BEARING PARTITIONS
<br />NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOISTS
<br />(NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN)
<br />(HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH)
<br />3:12 TO 4:12 SLOPE W/ 2-LAYERS TYPE 15 FELT
<br />4:12 OR GREATER SLOPE W/ 1-LAYER TYPE 15 FELT
<br />20 GA.x 1-1/4"
<br />STRAP @48" O.C.
<br />2-16d EACH SIDE
<br />ROOF SHEATHING
<br />ROOF RAFTER
<br />B.N. 8d@6" OC
<br />ROOF RAFTER
<br />2X BLOCKING
<br />2X ROOF RAFTER
<br />2 X RIDGE BOARD-DEEPER THAN
<br />CUT END OF ROOF RAFTER
<br />ROOF SLOPE-COMP SHINGLES (R905.2)
<br />15/32" WOOD STRUCTURAL PANEL
<br />W/8d @ 6"/6"/12"(COMMON NAILS)
<br />EDGE NAIL
<br />B.N. 8d@6" OC
<br />RAFTER TIE CONNECTION
<br />(SEE PAGE 4)
<br />CEILING JOIST
<br />EDGE NAIL EDGE NAIL
<br />UPLIFT FRAMING CLIP PER TABLE R802.11
<br />2X BLOCKING W/ FRAMING
<br />ANCHOR @ EACH BLOCKING
<br />BRACED WALL PANEL (SEE PAGE 6)
<br />PERPENDICULAR
<br />TO ROOF RAFTERS
<br />INTERIOR SHEAR WALL AT ATTIC
<br />ENGINEERED DESIGNED REQUIRED FOR CONNECTION,
<br />RAFTER SPAN (SEE PAGE 3)
<br />WHEN PURLIN USED TO REDUCE RAFTER SPAN 2X RIDGE BOARD
<br />2X ROOF RAFTERS
<br />12 3 MIN. SLOPE
<br />NAIL TO JOIST
<br />2X SOLID BLOCKING
<br />2X DOUBLE TOP PLATE
<br />2X STUDS
<br />BRACED RAFTER CONSTRUCTION (R802.5.1)
<br />HEADER (SEE PAGE 3 FOR SPAN)
<br />SOLID BLKG. @ ALL
<br />UNSUPPORTED
<br />PLYWOOD EDGES
<br />CEILING JOISTS (SEE PAGE 3)
<br />AT CEILING JOIST SPLICE PROVIDE
<br />NAILS PER RAFTER TIE CONNECTIONS (SEE PAGE 3)
<br />BEARING PARTITION / INTERIOR SHEAR WALL
<br />CONT. DOUBLE TOP PLATE
<br />PARALLEL TO
<br />ROOF RAFTERS
<br />GABLE SUPPORT
<br />2X CEILING JOIST
<br />RIDGE (R802.3) NAILS (TABLE R602.3(1))
<br />EDGE NAIL
<br />EDGE NAIL
<br />2X BLOCKING
<br />W/ FRAMING
<br />ANCHOR EDGE NAIL
<br />EDGE NAILROOF RAFTER 2X SLOPED
<br />ROOF RAFTER
<br />2X BLOCKING
<br />2X4 @ 4' O.C.
<br />3- 10d NAILS
<br />40% MAX.60% MAX.
<br />NON-BEARING PARTITIONS
<br />EXTERIOR WALLS AND BEARING WALLS MAY HAVE BORED HOLES BETWEEN
<br />40 AND 60 PERCENT WHEN STUD IS DOUBLED AND NOT MORE THAN TWO
<br />SUCCESSIVE DOUBLE STUDS ARE BORED (R502.8, R802.7.1 R602.6)
<br />B.N. 8d@6" OC
<br />5/8"
<br />MIN.
<br />HEADER
<br />(SEE PAGE 3 FOR SPAN)
<br />2X SILL PLATE
<br />ANCHOR BOLTS
<br />MIN 1/2" DIA. x 10",
<br />7" EMBEDMENT
<br />2 #4 TOP & BOTTOM.
<br />WALL FRAMING
<br />As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
<br />will provide reasonable accommodation to ensure equal access to its programs, services and activities.
<br />Page 6 of 9
<br />MIN. 2 ANCHOR BOLTS PER BRACED
<br />WALL PANEL, MAX 12" & MIN. 4" FROM
<br />EACH END OF THE PLATE SECTION
<br />HOLD DOWN EACH SIDE OF PANEL (1800# MIN. CAPACITY) PER PAGE 6
<br />THICKEN FOOTING AS REQUIRED FOR BOLT EMBEDMENT DEPTH
<br />D/
<br />6
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<br />P/BC 2023-004
<br />________________________________________________________________
<br />c1
<br />48" MIN. FOR METHOD WSP
<br />AND
<br />96" MIN. FOR GB
<br />(a,d)
<br />& PCP
<br />(c)
<br />(b,d)
<br />SEE NOTE 1.
<br />NOTES:
<br />1.BRACED WALL LINES AT EXTERIOR WALLS SHALL HAVE A BRACED WALL
<br />PANEL LOCATED AT EACH END OF THE BRACED WALL LINE.
<br />EXCEPTION: FOR METHOD WSP , THE BRACED WALL PANEL SHALL BE
<br />PERMITTED TO BEGIN NO MORE THAN 10 FEET FROM EACH END OF THE
<br />BRACED WALL LINE PROVIDED:
<br />(c)
<br />UP TO 10'
<br />NO PENETRATIONS
<br />PERMITTED IN BRACED
<br />WALL PANELS A
<br />METHOD WSP
<br />BRACING ONLY
<br />(c)
<br />OR
<br />BWL BWL BWL
<br />B
<br />4' MAX OFFSET
<br />4' MAX OFFSET
<br />DESIGNATED BRACED
<br />WALL LINE (BWL)
<br />24"24"A MIN. 24" PANEL IS APPLIED TO EACH SIDE.
<br />THIS 24" WIDE PANEL DOES NOT COUNT AS
<br />BRACING
<br />UP TO 10'
<br />METHOD WSP
<br />BRACING ONLY
<br />BWL 1800 LBF HOLD-DOWN DEVICES REQUIRED AT
<br />THE ENDS OF EACH BRACED WALL PANEL
<br />20'-0" MAX.
<br />BRACED WALL LINE LENGTH
<br />BRACED WALL PANEL REQUIREMENTS
<br />2. MIXING BRACING METHODS WITHIN A BRACED WALL LINE IS NOT PERMITTED.
<br />3.INTERIOR BRACE WALL PANEL SHALL BE LOCATED NOT MORE THAN 10.0-FT
<br />FROM THE END OF A BRACED WALL LINE AS DEMONSTRATED IN FIGURE
<br />R602.10.2.2 OF THE LARC.
<br />4. HOLD-DOWN DEVICE SHALL BE APPROVED BY CURRENT LOS ANGELES CITY
<br />RESEARCH REPORT.
<br />BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
<br />Roof/Ceiling Dead Load = 15-psf
<br />Wall Height = 10-ft
<br />Floor Dead Load = 10-psf
<br />Braced Wall Line Spacing = 25-ft
<br />Seismic Design
<br />Category (SDC)Story Location Braced Wall Line
<br />Length
<br />10
<br />SDC D2
<br />20
<br />30
<br />40
<br />50
<br />Minimum Total Length of Braced Wall Panels Required
<br />Along each Braced Wall Line
<br />(ft)
<br />Methods GB a, d and PCP b, d
<br />8
<br />16
<br />24
<br />32
<br />40
<br />Method WSP c
<br />4
<br />5
<br />7.5
<br />10
<br />12.5
<br />(a). Method GB (Gypsum Board) = ½-in. minimum thickness gypsum board with 1-1/2-in. galvanized roofing nail, or 1-1/4-in. screws, Type W or S. for exterior sheathing, or 5d
<br />cooler nail, 0.086-in. diameter, 1-5/8-in. long, 15/64-in head for interior gypsum board. Maximum fastener spacing shall be 7-in. o.c. at panel edges, including top and bottom
<br />plates, and along intermediate supports. When method GB panels are applied to only one face of a braced wall panel, the minimum total length in the table shall be doubled.
<br />(b). Method PCP (Portland Cement Plaster) = 7/8-in. minimum thickness Portland cement plaster with 1-1/2-in., 11-gage, 7/16-in. head nails at 6-in. spacing (16-in stud spacing
<br />required). ½-in. minimum gypsum wallboard shall be installed on the side of the wall opposite the bracing material, except when the minimum total length of braced wall panel
<br />in the Table is multiplied by a factor of 1.5.
<br />(c). Method WSP (Wood Structural Panel) = 15/32-in. minimum thickness wood structural panel with 8d common (2-1/2-in x 0.131-in.) nails at 6-in. spacing along panel edges,
<br />12-in. spacing at intermediate supports, and 3/8-in. distance to panel edge. ½-in. minimum thickness gypsum wall board shall be installed on the side of the wall opposite the
<br />bracing material, except when the minimum total length of braced wall panel in the Table is multiplied by a factor of 1.5.
<br />(d). Method GB and PCP braced wall panel height to width ratio (h/w) shall not exceed 1:1.
<br />(e). Multiply required braced wall panel lengths specified in the table by 1.2 when combined Roof Ceiling Dead load is between 15 psf and 25 psf.
<br />As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
<br />will provide reasonable accommodation to ensure equal access to its programs, services and activities.
<br />Page 7 of 9
<br />BR
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<br />P/BC 2023-004
<br />________________________________________________________________
<br />SEISMIC STRAPS: TWO MIN.
<br />REFER TO IB P/PC 2017-003
<br />FOR REQUIREMENTS
<br />T&P VALVE PIPED TO EXTERIOR
<br />3/4" MIN. PIPE. NO THREADS
<br />ALLOWED IN BOTTOM PIPING
<br />4"
<br />LISTED CAP
<br />24" MIN.
<br />ROOF SLOPE:
<br />FLAT TO 6:12
<br />PER. MANUF.
<br />RECOMMENDATION
<br />SEE LA MECHANICAL CODE SEC. 802.6
<br />FOR ROOF SLOPE STEEPER THAN 6:12
<br />GARAGE FLOOR
<br />NOTE: NO GAS-FIRED WATER HEATER ALLOWED IN BEDROOMS, BATHROOMS,
<br />CLOTHES CLOSETS, OR ANY SPACE OPENING INTO A BEDROOM OR BATHROOM.
<br />WATER HEATERS
<br />20" CLEAR
<br />WATER HEATER VENT AND ACCESS REQUIREMENTS
<br />THE FOLLOWING WINDOW SIZES WILL BE THE MINIMUM ALLOWED FOR 5.0 SF.
<br />30" CLEAR
<br />OPENABLE
<br />AREA
<br />SINGLE CASEMENT: 2-4 X 4-0,
<br />2-6 X 3-6
<br />OPENABLE
<br />AREA
<br />DOUBLE CASEMENT: 4-8 X 4-0
<br />CASEMENT/ FIXED COMBO: 7-0 X 4-0
<br />OTHER WINDOW TYPES:
<br />AWNING & BAY W/ FIXED CENTER:
<br />NONE W/O MANUF. DATA
<br />SINGLE/ DOUBLE HUNG:
<br />3-0 X 5-0, 3-0 X 5-6 ,3-4 X 5-0,
<br />3-8 X 5-0, 4-0 X 5-0
<br />SINGLE/ FIXED COMBO: NONE W/O
<br />MANUF. DATA
<br />MIN. SIZE WINDOW
<br />FOR 20" CLEAR WIDTH AND
<br />5.0 S.F. OPENABLE AREA
<br />SLIDER:
<br />4-0 X 4-0
<br />5-0 X 3-6
<br />6-0 X 3-0
<br />SLIDER/ FIXED COMBO:
<br />8-0 X 4-0
<br />10-0 X 4-0
<br />12-0 X 3-0
<br />MIN. SIZE WINDOW
<br />FOR 24" CLEAR HEIGHT AND 5.0
<br />S.F. OPENABLE AREA
<br />FLOOR LEVEL
<br />1. 20" MIN. CLEAR WIDTH
<br />2. 24" MIN. CLEAR HEIGHT
<br />3. 5.0 SF MIN. OPENABLE AREA AT GRADE-FLOOR ONLY, 5.7 SF MIN. ELSEWHERE.
<br />EMERGENCY ESCAPE/ RESCUE OPENING (R310)
<br />1/2" MIN. CLEAR ON TOPS,
<br />SIDES AND ENDS
<br />NOTE: SIZES ARE TAKEN FROM DATA SUPPLIED BY
<br />WINDOW MANUFACTURERS. HOWEVER, THESE ARE
<br />GENERAL DIMENSIONS AND MUST BE VERIFIED WITH
<br />ACTUAL WINDOWS INSTALLED TO MEET MINIMUM
<br />EGRESS REQUIREMENTS.
<br />CONC. FOUND. WALL
<br />FLOOR GIRDER
<br />1:1
<br />P.T. SILL
<br />3" MIN. BEARING1'-6" MIN.
<br />TRENCHES AT FOOTINGS GIRDER (R317.1 / R502.6)
<br />As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
<br />will provide reasonable accommodation to ensure equal access to its programs, services and activities.
<br />Page 8 of 9
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<br />627 S Shelton St &
<br />#212/4/2024
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